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Home My WebLink About2003 04 08 Bid 03-12 Access Road - Water and Seweroff or SERMY�AN HOME OF VPEUCAN 1SUND PURCHASING OFFICE OF GENERAL SER VICES ADMINISTRA TOR 1225 MAIN STREET - SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 388 -8241 FAX (772) 581 -0149 TELEPHONE (772) 589 -0743 FAX (772) 589 -6880 DATE: April 8, 2003 TO: See Below FROM: Jesus M. Vieiro THROUGH: Paul Wagner SUBJECT: Bid Documents - Airport Access Roads, Water and Sewer Project The attached bid documents are provided for your review, comments and for approval. Once approved, we will proceed to advertise this project for public proposals. Should your comments include any changes, which materially change or affect these documents, please submit those changes in writing. Please review these documents in their entirety and initial below to indicate your agreement and concurrence, and/or approval. Then return to me. 1. Jason Milew (As to contegKj, /GO,r„M 2. Mark Ma (As to budget) 1, V!%I 710 3. Richard Stringer I (As to legal form & sufficiency) 4. Paul Wagner (As to procurement & contract admin.) ,IJ 1� t� ice- �1 G`lr `� (The invitation date and time will be revised, if necessary, after approvals) BIDDER'S LIST FOR AIRPORT ACCESS ROADS CHAMPION CONTRACTING 9065 Ellis Road, W. Melbourne, FL, 32904 Att. Michael Cobb 321 -726 -9100 COMMUNITY ASPHALT CORP. 5100 29`s Court, Vero Beach, FI 32967 772 - 770 -3771 Fax 772- 770 -3707 ASI PAVING, INC. P.O. BOX 741272, BOYNTON BEACH, FL, 33474 Att. Mark Guthrie 561 -644 -2912 HENRY FISHER & SONS, INC 10725 U.S. HWY. 1 SEBASTIAN, FL. 32958 Att. Hank or Bob 589 -3159 GUETTLER AND SONS CONSTRUCTION P.O. BOX 1989, FT PIERCE, FL, 34954 ATT DAVE MORGAN 772 -461 -8345 JOBEAR INC 1950 DANR DRIVE NE PALM BAY, FL 32905 Att. Rob Beatty 321-723-3571 DICKERSON FLORIDA, INC. P.O. BOX 719 STUART, FL 34995 Att. Larry Dale 561 - 281 -6820 W. PARMENTER EXCAVATING INCORP. 2090 NORTHVIEW ST. N.E. PALM BAY FL 32905 Att. Lonnie Addison 321 - 724 -8760 MACASPHALT a DIVISION of APAC- FLORIDA INC 6220 N US 1 MELBOURNE, FL 32940 Att. Bob Powers, Chief Estimator 321 - 242 -0236 RANGER CONSTRUCTION INDUSTRIES INC 4210 OLD DIXIE HWY GRANT, FL Att. Steve Skubal 321- 725 -2700 1225 MAIN STREET SEBASTIAN, FL 32958 561 - 388 -8203 City Mgr. 561 -388 -8241 General Services Administrator Fax #:561 - 581 -6149 To: Press Journal Legal Ads Attention: Karen Fax: 978 -2340 Phone: CITY OF SEBASTIAN From: ,lean M. Tarbeli, Purchasing & Contract Administration Pax: 561- 581-0149 1 Phone: # 561 -388 -820: Pages 2 Date: 05105/03 Re Airport Access Road, Water & Sewer Project CC: Attached please find one (1) Legal Ad to appear once in the Vero Beach Press Journal on Thursday, May 8, 2003 regarding: Airport Access Roads, Water & Sewer Project. Please return all copies of ads and billings to Jean Tarbell, City of Sebastian, General Services Administration, 1225 Main Street, Sebastian, FL 32958. if you should need any further information, please feel free to contact me at 772- 388 -8203. Thank you. NOTICE OF INVITATION TO BID SEALED BIDS FOR A LICENSED FIRM TO CONSTRUCT ROADS, AND FURNISH AND INSTALL SEWER AND WATER LINES AT THE MUNICIPAL AIRPORT, WILL BE ACCEPTED BY THE CITY OF SEBASTIAN, 1225 MAIN STREET, SEBASTIAN, FLORIDA 32958, UNTIL 2.00 P.M. ON, .TUNE 9, 2003. BID ENVELOPES ARE TO BE MARKED AS FOLLOWS: BID: ACCESS ROADS WATER AND SEWER OPEN: JUNE 9, 2003 (-}a, 2 :00 P.M. The City of Sebastian is seeking bids from licensed firms to construct access roads, install sewer and water lines, and perform other improvements at the Municipal Airport. The Contractor shall be able to be properly licensed in the City of Sebastian, and shall show Proof of Insurance to conduct its business, with all licenses, permits, and certificates as required by all local, State of Florida, and Federal agencies. Vendor must be capable of obtaining the appropriate licenses and certificates in the City of Sebastian. Firms interested in preparing a bid may pick up or request a complete bid package from the Office of General Services 772- 388 -8203. Bid package fee $35.00. All items bid shall conform to the Contract Documents in their entirety, and no bid shall vary from the Contract Documents unless specifically approved in advance in writing by the City. Any bids received without Bid Bond equal to 5 % of the base bid amount, Public Entity Crime Form, Drug Free Workplace Form, Proof of Insurance (in the amounts specified in the Contract Documents), and Bidder's Qualification Questionnaire, may be considered incomplete and immediately disqualified. Any person or affiliate who has been placed on the convicted vendor list following conviction for a public entity crime may not submit a bid as proscribed by Section 287.133, F.S. A Payment and Performance Bond equal to one hundred percent (100 %) of the Agreement price shall be required on this project, and shall be provided by the successful bidder at the time of the execution of the agreement. This contract contains a liquidated damages clause of $ 100.00 per calendar day. Questions concerning this project should be directed to Jesus M. Vieiro, Buyer (772) 589 -0743. A mandatory pre -bid conference has been scheduled for May 16, 2003 @ 2:00 P.M., at the address stated above in City Hall. Attendance is mandatory for all bidders. Bids duly submitted will be publicly opened and read aloud at date and time specified above, in City Hall. The City reserves the right to reject any and all bids, or to accept any bid or portion thereof deemed to be in the best interest of the City, and to waive any non - substantial irregularities. Paul L. Wagner General Services Administrator I`P_ M ■1� PRESS JOURNAL INDIAN RIVER COUNTY, FLORIDA scRta?>?s ttawArtn 1801 U.S. 1, Vero Beach, FL 32960 AFFIDAVIT OF PUBLICATION STATE OF FLORIDA COUNTY OF INDIAN RIVER Before the undersigned authority personally appeared, Karen Trego, who on oath says that she is a Classified Legal Advertising Representative of the Press Journal, a daily newspaper published at Vero Beach in Indian River County, Florida; that the attached copy of advertisement was published in the Press Journal in the following issues below. Affiant further says that the said Press Journal is a newspaper published at Vero Beach in said Indian River County, Florida and that the said newspaper has heretofore been continuously published in said Indian River County, Florida daily and distributed in Indian River County, Florida, for a period of one year next preceding the first publication of attached copy of advertisement; and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper, The Press Journal has been entered as second class matter at the Post Office in Vera Beach, Indian River County, Florida and has been for a per -sod of one year next preceding the first publication of the attached copy of advertisement. Ad # Name Date Price Per Day pp # 2695239 CITY OF SEBASTIAN /GEN 05108/2003 $114.48 access roads Total $114.48 Subscribed and sworn to me before this date: 05106/2003 Wiz? -� ------- - - - - -- ' -� - - -- ---------- - - - -�' --- Notary Publi woF fto M ER 104 23 1 0910 l.D. NOTICE OF INVITATION TO BID SEALED BIDS FOR A LICENSED FIRM TO CONSTRUCT ROADS, AND FURNISH AND INSTALL SEWER AND WATER LINES AT THE MUNICIPAL AIRPORT, WILL BE ACCEPTED BY THE CITY OF SEBASTIAN, 1225 MAIN STREET, SEBASTIAN, FLORIDA 32958, UNTIL 2;00 P.M., ON JUNE 9, 2003. BID ENVELOPES ARE TO BE MARKED AS FOLLOWS: BID: ACCESS ROADS, WATER AND SEWER OPEN: JUNE 9, 2003 @ 2:00 F-M. The City of Sebastian is seeking bids from licensed firms to construct access roads, install sewer and water lines, and perform other Improvements at the Municipal Airport. The Contractor shall be able to be properly licensed in the City of Sebastian, and shall show Proof of Insurance to conduct its business, with all licenses, permits, and certificates as required by all local, State of Florida, and Federal agen- cies. Vendor must be capable of obtaining the appropriate licenses and certificates in the City of Sebastian. Firms interested In preparing a bid may pick up or request a complete bid package from the Office of General Services 772- 398 -8203. Bid package Fee 135.00. All items bid shop' conform to the Contract Documents in their entirety, and no bid shall vary from the Contract Documents unless specifi- cally approved in advance in writing by the City. Any bids received without Bid Bond equal to 5% of the base bid amount, Public Entity Crime Form, 'Drug Free Workplace Form, Proof of Insurance (in the amounts specified in the Contract Documents), and Bidder's Qualification Question - noire, may be considered incomplete and immediately dis- qualified. Any person or affiliate who has been placed on the convicted vendor list following conviction for a public entity crime may not submit a bid as proscribed by Section 287.133, F.S. A Payment and Performance Bond equal to one hundred percent (100° /a) of the Agreement price shalt be required on this protect, and shall be provided by the successful bidder at the time of the execution of the agreement. This contract contains a liquidated damages clause of '100.00 per calen- dar day. Questions concerning this project should be directed to Jesus M. Vieiro, Buyer (772) 589 -0743. A mandatory pre -bid conference has been scheduled for May 16, 2003 @ 2:00 P.M., at the address stated above in City Hall. Attendance is mandatory for all bidders. Bids duly submitted will be publicly opened and rood aloud at date and time specified above, in City Hall. The City reserves the right to rejed any and all bids, or to accept any bid or portion thereof deemed to be in the best interest of the City, and to waive any non - substantial irregularities. Paul L. Wagner General Services Administrator May 8, 2003 2695239, 1 -Pace - p D —A—', ATTENDANCE LOG SHEET PRE -BID CONFERENCE AIRPORT ACCESS ROADS - May16, 2003 - 2:00 PM �z7_�,�a Name Company Phone Jesus M. Vieiro City of Sebastian - Purchasing (772 ) 589 -0743 / / _ iL G//Q l s d. J ? 0 - v73 - q,2 Y6 Wt :;piZI - -7 z -35 1 /y,1nvCja4tc&653 Oo kvyA i7la 4.wk*JY'J r 77a - a - 3771 3 P : fWSEiv' aA- Cr�Q_4-P .467` 30 G - o 7-a0 Purchasing General Services Department F9_151_6� 707 16,047 BID DISTRIBUTION LOG BID #: 03 -12 BID NAME: Bid: Access Road, Water and Sewer Airport Access Road, Water and Sewer Pre -Bid Meeting Date: Bid Opening Date: RFQ: DEADLINE: 619103 DATE CONTRACTOR /VENDOR NAME ADDRESS PHONE # FAX # MAIL 1 FAX h L i o s D 77 16,047 Champion Contracting 9065 Ellis Road W. Melbourne, FL 32904 Attention: Michael Cobb ASI Paving, Inc. P.O. Box 741272 Boynton Beach, FL 33474 Guettler & Sons Construction P.O. Box 1989 Ft. Pierce, FL 34954 Attention: Dave Morgan W. Parmenter Excavating Incorporated 2090 Northview Street, NE Palm Bay, FL 32905 Attention: Lonnie Addison MacAsphalt a Division of APAC - Florida, Inc. 6220 N. US #I Melbourne, FL 32940 Community Asphalt Corporation 5100 29h Court Vero Beach, FL 32967 Henry Fisher & Sons, Inc. 10725 US Highway #1 Sebastian, FL 32958 Jo Bear, Inc. 1950 Danr Drive, NE Pahn Bay, FL 32905 Dickerson Florida, Inc. P.O. Box 719 Stuart FL 34995 Attention: Larry Dale Ranger Construction Industries, Inc. 4210 Old Dixie Highway Grant, FL Attention: Bob Powers, Chief Estimator Attention: Steve Skubal Community Asphalt Corporation 5100 29'h Court Vero Beach, FL 32967 Henry Fisher & Sons, Inc. 10725 US Highway #1 Sebastian, FL 32958 Jo Bear, Inc. 1950 Danr Drive, NE Palm Bay, FL 32905 Dickerson Florida, Inc. P.Q. Box 719 Stuart FL 34995 Attention: Larry Dale CITY or SEIDAST NOME OF PELICAN ISLAND 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589 -5537 ■ FAX (772) 584 -2566 MEMORANDUM DATE: July 17, 2003 TO: Paul Wagner, Administrator FROM: K. Nappi, Contractor Licensing SUBJECT: Access Road to the Airport Please be advised that Jobear, Inc. has met all of the requirements for licensing in the City of Sebastian to the do the work noted above. 06/20/2003 13:38 3217285619 JOBEAR WARDEN PAGE 01 Warder. i p Construction Lic# CV- 7- CO572387 Fax Coversheet To; City of Sebastian ATTN. Mr. Jesus Vieiro pax #: 4-7��9 -7-7 Z- From: Rob Beatty 11 Date, 6/19/2003 Subject, Sebastian Airport Access Roads pages to pollow: Message: Mr. Vieiro, I was able to sir down with Mr- Huy this afternoon and discuss the possible reductions iri the proposal. We were able to find where we could reduce the proposal by $15,C00.00. {Please see attached revised copy of our proposal). One substantial area was in the 8" directional bore. I had received a proposal from another subcontractor after we had turned in our original proposal and it was lower than the first subcontractor. If the bollards around the fire hydrants can either be reduced or eliminated this would be another item that could be reduced by up to 58,800. If you have any further questions please do not hesitate to contact me. Rob Beatty I rfgfl Dnnr Drive. Faith Bav, FL 32905 (321) 723 -3571 • FAX (321) 728 -5619 CITY QF SEBASTIAN HOME OF PELICAN ISLAND 1225 MAIN STREET + SEBASTIAN, FLORIDA 32958 TELEPHONE: (772) 589 -5330 • FAX (772) 589 -5570 NOTICE OF AWARD ACCESS ROADS WATER & SEWER TO: Mr. John K. Huy President Jobear/Warden Construction 1950 Danr Drive Palm Bay. FL ')2905 Dear Mr. Huy: You are hereby notified, on July 09, 2003, the Sebastian City Council awarded the Access Road, Water & Sewer Bid to your firm, in the amount of $612,924.00 per the price stipulated in the _Bid Proposal Price Form, dated June 9, 2003, which you submitted. You are required by the bidding documents to execute the Agreement Document (enclosed). Once executed please return one original copy. The contractor is required to obtain a certificate of compliance through the City of Sebastian's licensing department, prior to issuance of Notice Of Commencement. If you fail to furnish the executed Agreement and licensing certificate of compliance within ten (10) days from the date of this notice, the City shall be entitled to consider all your rights arising out of the City's acceptance of your Bid as abandoned. The City shall be entitled to such other rights as may be granted by law. Do not start work until a written Notice to Proceed is issued from the City. Dated this 14 day of Jul ,2,003. her, Gpieral Services Administrator "An Equal Opportunity Employer" Celebrating Our 75th Anniversary . 1' 67 i Alk Citv of Sebastian. Florida Subject: Infrastructure Construction Agenda No. Contract roved for ubmittal by: Department . .m ort Dept. Head' Finance: er oor anager General Services: Date Submitted: 6/26/2003 For Agenda of: 7/09/03 Exhibits: (2) — Bid summary and recommendation from Purchasing Department, Bid summary and recommendation from The LPA Group. EXPENDITURE AMOUNT BUDGETED: APPROPRIATION REQUIRED: $612,924 $1,001,589.00 REQUIRED: $ n/a 610010KI ' In February of 2001, the City of Sebastian accepted a Joint Participation Agreement (JPA) from Florida Department of Transportation for Infrastructure Improvements, namely the construction of two golf holes, the realignment of Airport Drive East, the extension of Airport Drive West, and finally the installation of sewer utility along Airport Drive West. Since that time, we have constructed the golf holes and have mitigated a wetland that was preventing us from initiating the roadway and water utility improvements. On June 9, 2003 the bid opening was held. Though we received only one bid (there was another, but it came in after the deadline), the pricing was somewhat comparable to the engineer's estimate. Even so, we asked the company to re- evaluate their bid and upon doing so, they lowered the cost on some items, saving the City approximately $23,800, Therefore, based on an evaluation and recommendation from both our purchasing department and The LPA Group, Inc., airport staff is pleased to recommend approval of a construction contract between the City of Sebastian and the low bidder, Jobear/Warden Construction to construct infrastructure improvements to Sebastian Municipal Airport. In addition, 80% of this amount will be funded by FDOT and the remaining 20% will come from airport revenues. Airport staff will be present at the July 9, 2003, regularly scheduled meeting, should you have any questions or concerns. RECOMMENDATION Move to approve Contract between the City of Sebastian and Jobear/Warden Construction in the amount of $ 612,921.00 for infrastructure improvements at Sebastian Municipal Airport. THE LPA GROUP INCORPORATED Transportation Consultants 12000 RESEARCH PARKWAY. SUITE 152 • ORLANDO. FL 32826 -3287 x 407 - 308.0200 ■ FAX 407- 3060480 June 18, 2003 Mr. Jason Milewski, C.M. Airport Manager City of Sebastian 1225 Main Street Sebastian, FL 32958 Subject: Review of X26 Access RoadsfWater /Sewer Bids Dear Mr. Milewski: THE LPA GROUP INCORPORATED and has reviewed the bid prices submitted on 06- June -03 by the Contractor for the subject project. The bid prices were forwarded to me via e -mail from Jesus Vieiro, City of Sebastian General Services Administration. The following contractors submitted bids on the project: Contractor Total Amount Joebear/Warden. $636,724.00 Based on the bid examination, and since the total bid amount exceeds your budget, we recommend meeting with the bidder, and discussing the prices on several items. Specifically, we suggest discussing the following items, to insure the Contractor's understanding of their scope and quantity. • Item 1, mobilization: you may need to clarify that this is a small airport with no large amount of traffic control or security concerns • Item g, boring: Check to verify his costs per unit • Item v, fire hydrants: this item's unit cost seems about $1,000 more than expected. • Item aa, surface restoration of taxiway: the procedure is simple, replace with 1" of asphalt and 8" of limerock base, or equivalent. This cost seems high as bid. Overall, the bids look appropriate, especially for the roadway portion of the project. With the exception of the few items discussed above, everything else looks like it is in the competitive range for those items. Additionally, we understand that this Contractor has worked in the area and done good work on other utility projects in the county. If sufficient funds may be allocated, the rest of the bid package looks correct (bid forms and attachments are appropriately reviewed by the City of Sebastian), and a successful resolution can be made with the Contractor that is in agreement with the General Services Administration of the City of Sebastian, we would recommend awarding the project to the only bidder. Please note that LPA did not review the remainder of the bid documents for accuracy. Should you need anything further, please do not hesitate to ask Sincerely, THE A O PIN PQRATED t= a Jansen, E. P jest Manag cc: Mohsen Mohammadi, LPA Steve Snoberger, Carter & Associates File (TA412002.1d) ATLANTA ■ BATON ROUGE 0 CHARLESTON ■ CHARLOTTE ■ CHICAGO • COLUMBIA • GREENS94RO • GULFPORT ■ KNOXVILLE MOBILE ■ MYRTLE BEACH ■ ORLAN00 ■ RALEIGH • RICHMOND • SARASOTA • TALLAHASSEE ■ TAMPA ■ WEST PALM BEACH n n •J CD m' to L C to N 0 0 w m N O O w b b N rr C n O' rt � A Vi CD CD N O• N 2) N �r C -a' m D O O i11 O. N fl1 Q. to CD to 3 a CD C cc' N _W D C r z T ATTENDANCE LOG SKEET BID OPENING AIRPORT AGESS ROADS, WATER & SEWER JUNE 9, 2003, 2:OOPM Namen Company Phone Jesus M. Vie' City of Sebastian — Purchasing 772 589 -0743 PDN A' W - ae>-eAP-1 A(Z1D61\f �2-) -7;:)-3 3n� Purchasing General Services Department -1- de� AIRPORT ACCESS ROADS, WATER and SEWER JOBEARIWARDEN'S BID TABULATION EE -j j V 12.tYD f i I D V ITEM DESCRIPTION QUANTITY1 UNIT JUNIT PRICE EXTENSION MOBILIZATION 1 LS $49,500.00 $49,500.00 TRAFFIC CONTROL 1 LS $4,000.00 $4,000.00 SILT FENCE 4000 LF $1.65 $6,600.00 CLEARING & Grubbing 4.94 ACRE $4,500.00 $22,230.00 REGULAR EXCAVATION 1402 CY $6.00 $8,412.00 TYPE B STABILIZATION 10500 SY $2.75 $28,875.00 FINISH SOIL LAYER 6" 7000 SY $2.00 $14,000.00 UNDERDRAIN CLEANOUTS 9 EA $300.00 $2,700.00 5" PERFORATED UNDERDRAIN 1100 LF $10.25 $11,275.00 6" PERFORATED UNDERDRAIN 820 LF $11.25 $9,225.00 81, PVC 590 LF $14.00 $8,260.00 TYPE C DBI MODIFIED 1 EACH $2,350.00 $2,350.00 TYPE H MODIFIED INLET 2 EACH $4,195.00 $8,390.00 MITERED END SECTION 15" RCP 2 EACH $300.00 $600.00 MITERED END SECTION 18" RCP 15 EACH $310.00 $4,650.00 MITERED END SECTION 36" RCP 1 EACH $1,008.00 $1,008.00 LIMEROCK BASE 1600 CY $44.00 $70,400.00 BITUMINOUS MATERIAL 5000 GAL $1.50 $7,500.00 TYPE'S` ASPH. CONCRETE 840 TON $60.00 $50,400.00 DITCH BLOCKS 4 EACH $1,000.00 $4,000.00 15" RCP CLASS III 58 LF $25.00 $1,450.00 18" RCP CLASS III 440 LF $30.00 $13,200.00 36" RCP CLASS III 90 LF $60.00 $5,400.00 CONCRETE CURB AND GUTTER 1100 LF $9.00 $9,900.00 RIPRAP 40 TON $100.00 $4,000.00 EE -j j V 12.tYD f i I D AIRPORT ACCESS ROADS, WATER and SEWER JOBEARMARDEN'S BID TABULATION GRASSING(SEEDING) 3 ACRE $1,600.00 $4,800.00 SODDING 4000 SY $1.85 $7,400.00 6 " SOLID STRIPE 7300 LF $0.20 $1,460.00 STOP SIGN 6 EACH $170.00 $1,020.00 8" PVC 4297 LF $18.00 $77,346.00 8 " DIP 371 LF $21.00 $7,791.00 8 " HDPE 780 LF $9.90 $7,722.00 6" PVC 633 LF $11.00 $6,963.00 6" DIP 20 LF $16.00 $320.00 6" HDPE 40 LF $6.30 $252.00 8" DIRECTIONAL BORE 5 EACH $10,000.00 $50,000.00 6" DIRECTIONAL BORE 1 EACH $1,750.00 $1,750.00 FITTINGS 1 TON $6,000.00 $6,000.00 8" HDPE RESTRAINERS 14 EACH $440.00 $6,160.00 6" HDPE RESTRAINERS 3 EACH $332.00 $996.00 8" PVC /DIP RESTRAINERS 138 EACH $86.20 $11,895.60 6 " PVC /DIP RESTRAINERS 6 EACH $51.40 $308.40 12" X 8" TAPPING VALVE 2 EACH $2,005.00 $4,010.00 12" X 6" TAPPING SLEEVE 1 EACH $2,000.00 $2,000.00 8" TAPPING VALVE 2 EACH $700.00 $1,400.00 6" TAPPING VALVE 1 EACH $500.00 $500.00 8" SOLID WEDGE GATE VALVE 12 EACH $750.00 $9,000.00 6" SOLID WEDGE GATE VALVE 1 EACH $535.00 $535.00 1 " PRE - MOLDED PE TAP & CORP 1 EACH $250.00 $250.00 1" WATER SERVICE 6 EACH $550.00 $3,300.00 FIRE HYDRANT ASSEMBLY 11 EACH $3,350.00 $36,850.00 TEMPORARY WATER SUPPLY 1 LS $680.00 $680.00 AIRPORT ACCESS ROADS, WATER and SEWER JOBEARIWARDEN'S BID TABULATION 8 BACTERIOLOGICAL SAMPLE EACH $305.00 $2,440.00 205 LF 16" STEEL CASING PIPE 1 LS $22,000.00 $22,000.00 MANAGE TAXIWAY TRAFFIC 1 LS $750.00 $750.00 SURFACE RESTORA. TAXIWAY 1 LS $10,000.00 $10,000.00 SURFACE RESTORATION 1 LS $2,500,00 $2,500.00 TOTAL BASE BID $636,724.00 RUNWAY ROAD EAST SILT FENCE 1000 LF $1.65 $1,650.00 CLEARING & Grubbing 1.08 ACRE $2,500.00 $2,700.00 REGULAR EXCAVATION 598 CY $6.00 $3,588.00 TYPE B STABILIZATION 1950 SY $4.75 $9,262.50 FINISH SOIL LAYER 6" 1400 SY $2.00 $2,800.00 UNDERDRAIN CLEANOUTS 3 EA $432.00 $1,296.00 5" PERFORATED UNDERDRAIN 550 LF $10.25 $5,637.50 TYPE C DBI MODIFIED 1 EACH $2,350.00 $2,350.00 MITERED END SECTION 15" RCP 2 EACH $390.00 $780.00 MITERED END SECTION 18" RCP 1 EACH $430.00 $430.00 LIMEROCK BASE 300 CY $47.00 $14,100.00 BITUMINOUS MATERIAL 925 GAL $1.75 $1,618.75 TYPE'S' ASPH. CONCRETE 160 TON $62.00 $9,920.00 15" RCP CLASS III 51 LF $30.00 $1,530.00 18" RCP CLASS III 51 LF $35.00 $1,785.00 GRASSING(SEEDING) 0.7 ACRE $1,600.00 $1,120.00 6" SOLID STRIPE 1600 LF $0.20 $320.00 STOP SIGN 1 EACH $170.00 $170.00 TOTAL ALTERNATE 1 $61,057.75 AIRPORT ACCESS ROADS, WATER and SEWER JOBEARIWARDEN'S BID TABULATION SANITARY SEWER LINE 6" PVC 1460 LF $15.50 $22,630.00 6" DIP 60 LF $22.30 $1,338.00 6" HDPE 80 LF $6.30 $504.00 DIRECTIONAL BORE 1 EACH $3,500.00 $3,500.00 FITTINGS 0.3 TON $6,000.00 $1,800.00 AUTOMATIC AIR RELEASE VALVE 3 EACH $3,000.00 $9,000.00 6" HDPE RESTRAINERS 2 EACH $332.00 $664.00 6" PVC RESTRAINERS 22 EACH $53.00 $1,166.00 4" PVC RESTRAINERS 4 EACH $45.00 $180.00 4" SOLID WEDGE GATE VALVE 1 EACH $460.00 $460.00 6" SOLID WEDGE GATE VALVE 3 EACH $535.00 $1,605.00 SURFACE RESTORATION 1 LS $1,200.00 $1,200.00 TOTAL ALTERNATE 2 $44,047.00 CITY OF SEBASTIAN -BID PROPOSALS ACCESS ROADS, WATER AND SEWER Additive Alternate 2: Sanitary Sewer Line Item Spec. No. No. Item Description 4uantit r� Unit Unit Price Extension Total Additive Alternate 2: $ -�4, 0 trl, ao The BIDDER must submit bids on the Base Bid including the "Add Alternates" shown above. The undersigned, having become thoroughly familiar with all of the Agreement & Bidding Documents incorporated herein, the project site and the location conditions, and time schedule affecting the work, hereby proposes to perform everything required to be performed in strict conformity with the requirements of these documents, and to provide and furnish all the supervision, labor, equipment, tools and materials necessary to provide the construction services meeting or exceeding the specifications as set forth herein for the prices quoted above. The price(s) quoted is (are) inclusive of any Addenda, which may be issued. By the signature below, the Contractor agrees that this Bid Proposal is made without any other understanding, agreement, or connection with any person, corporation, or firm submitting a bid for the same purpose and that the bid is in all respects fair and without collusion or fraud. If awarded any work under this bid proposal, the Contractor agrees to enter into said agreement within ten (10) consecutive calendar days notice by the City, and agrees to all the terms and conditions of all documents stated herein with the City of Sebastian for the below stipulated price which shall remain firm for sixty (60) days following bid opening date. The City reserves the right to award the Work based on the lowest price bid for any of the award basis listed below, providing the Bidder is both responsible and responsive. Therefore the "Total Base Bid Price" or each "Total Base Bid plus any Additive Alternate" price must be ready to stand on its own. BPS -4 11 2500 SANITARY SEWER LIFE 6" PVC _ 1,464 LF $ 15,50 50 $ b 6" DUCTILE IRON PIPE 60 LF $ �� 30 $ _ 6" HDPE 60 $ �. $ DIRECTIONAL BORE INSTALLATION 1 _ _LF EA $.�� $ a b FITTINGS 0.3 TON $ $ { oa AUTOMATIC AIR RELEASE VALVE 3.0 EA $ , ° ° $ I 6" HDPE RESTRAINERS 2 EA $ aD $ e 00 6" PVC RESTRAINERS 22 EA $ 5 00 $ !!� 4 DO f 4" PVC RESTRAINERS 4 EA ` 00 $ I (;. °o d _$_ 4" SOLID WEDGE GATE VALVE 1 EA_ $ d0 $ 4(001 °d 6 " SOLID WEDGE GATE VALVE 3 EA $ 15 �t $ ° a SURFACE RESTORATION 1 LS $_ J 1200.00 $ 1 00 Total Additive Alternate 2: $ -�4, 0 trl, ao The BIDDER must submit bids on the Base Bid including the "Add Alternates" shown above. The undersigned, having become thoroughly familiar with all of the Agreement & Bidding Documents incorporated herein, the project site and the location conditions, and time schedule affecting the work, hereby proposes to perform everything required to be performed in strict conformity with the requirements of these documents, and to provide and furnish all the supervision, labor, equipment, tools and materials necessary to provide the construction services meeting or exceeding the specifications as set forth herein for the prices quoted above. The price(s) quoted is (are) inclusive of any Addenda, which may be issued. By the signature below, the Contractor agrees that this Bid Proposal is made without any other understanding, agreement, or connection with any person, corporation, or firm submitting a bid for the same purpose and that the bid is in all respects fair and without collusion or fraud. If awarded any work under this bid proposal, the Contractor agrees to enter into said agreement within ten (10) consecutive calendar days notice by the City, and agrees to all the terms and conditions of all documents stated herein with the City of Sebastian for the below stipulated price which shall remain firm for sixty (60) days following bid opening date. The City reserves the right to award the Work based on the lowest price bid for any of the award basis listed below, providing the Bidder is both responsible and responsive. Therefore the "Total Base Bid Price" or each "Total Base Bid plus any Additive Alternate" price must be ready to stand on its own. BPS -4 CITY OF SEBASTIAN -BID PROPOSALS ACCESS ROADS, WATER AND SEWER BID PROPOSAL PRICE SCHEDULE Item Spec. Item Description No. No. p Quantity Unit Unit Price Extension �aa SURFACE RESTORATION OF Qb TAXIWAY 1 LS $ $ &I o6n b SURFACE RESTORATION 1 LS $ SD- $ 1500. as Total Base Bid:. It „,Pi/ `7�/' -�. QD Additive Alternate Bid Items: Additive Alternate 1: Runway Road East Item Spec. Item Description Quantity Unit Unit Price No. No. Extension 1 104 -13 SILT FENCE 1,000 LF $ . f0� $ /(4 r 110 -1 -1 CLEARING AND GRUBBING 1.08 ACRE $ rJDO, °a $ "(oo °a 3 120 -1- EXCAVATION REGULAR 598 CY $_ °a $ oo 160-1- TYPE B STABILIZATION 1,950 SY $ -4 $, �D 15 162 -3- FINISH SOIL LAYER (6" THICK) 1,400 SY $ Zoo $ 440 -77 UNDERDRAIN CLEANOUTS 3 EA $_ 46 `a $ 1 2 2L V 440 5" PERFORATED UNDERDRAIN 550 LF $ 1G• $ 8 425 TYPE C DBI MODIFIED 1 EA �EA $ ��.� $ 2�JSt�, oa 430 -98a MITERED END SECTION FOR 15" 2 RCP $ �.� $ ob 10 430 -98a RCP MITERED END SECTION FOR 18" 1 EA $ - p $ /Ij oa ^t 11 200 LIMEROCK BASE 300 CY $�47, DID 12 300 -1 -1 BITUMINOUS MATERIAL (PRIME COAT) 925 GAL $ P r7 $ W f 7 13 331 -2- 14 123 -172- TYPE'S' ASPHALTIC CONCRETE 160 15" RCP, CLASS III 51 TON LF $ 00 $ 0, 011 $ d . 0 6 $ r oa r15 250 -172- 18" RCP, CLASS III 51 LF $ $ .5 oc �16 570 GRASSING (SEEDING) 0.70 ACRE $ (� °D $ f 20. oa �17 6�0 -24 -E OLOI TRAFFIC STRIPE 1,600 LF $ .2p $— 18 700 STOP SIGN 1 EA $ +'7© °° $L7d, ,aa Total Additive Alternate 1: BPS -3 /1 0 5 7. _'O CITY OF SEBASTIAN -BID PROPOSALS ACCESS ROADS, WATER AND SEWER BID PROPOSAL PRIG SCHEDULE Item Spec. Item Description Quantity Unit Unit Price Extension No. No. 1 141 -1- MOBILIZATION - -� 1 LS $ < .DO $('� as 0 102 -1 TRAFFIC CONTROL 1 LS $ -400(') $ 104 -13 SILT FENCE 4,000 LF $ [.CO $ 110 -1 -1 CLEARING AND GRUBBING 4.94 ACRE $ 500 °D $ o o 1 120 -1- EXCAVATION REGULAR 1,402 CY $ (p, °Q $ $x-112 vo 160 -4- TYPE B STABILIZATION 10,500 SY $ 2.76 $ :281, B75.00 1 7 162 -3- FINISH SOIL LAYER (6" THICK) 7,000 SY $ 0 0 $ 000 a a 440 -77 UNDERDRAIN CLEANOUTS 9 1=A $ Q(%� $_ 2..7oC dD I- r 440 5" PERFORATED UNDERDRAIN 1,100 LF $ jr'? $ ! !-'5 °a i � 10 440 6" PERFORATED UNDERDRAIN 820 LF $ I f.7 $ CD 11 440 8" PVC 590 LF $ oo $62 6 0, "0 12 425 TYPE C DBI MODIFIED 1 — _ EA $. 2350v" $ ;2 050. od 13 425 E H MODIFIED INLET (H1 AND 2 EA $ lJ I) o 0 $ 90". HZ) 14 430 -98a MITERED END SECTION FOR 15" 2 EA $_ 30(''i. °�' RCP 15 430 -98a MITERED END SECTION FOR 18" 15 EA $ I a �... $ 00 RCP I 16 430 -98a MITERED END SECTION FOR 36" 1 EA $�,,pr7 I $ RCP _ a 7i—1 17 200 LIMEROCK BASE 1,600 CY $ ' o $ 18 300 -1 -1 BITUMINOUS MATERIAL (PRIME 5,000 GAL $ � , 5 0 $ '60 ==y 19 331 -2- TYPE'S' ASPHALTIC CONCRETE 840 TON $ d oo $iQ{j ab f O PS DITCH BLOCKS 4 EA $ r'._. ".�p0 $! `✓sl� ° 1 420 -172- 15" RCP, CLASS III 58 LF $� $ a d 2 -172- 18" RCP, CLASS 111 440 - -- LF 611 $ $ 250 _ �© 3 43330 -172 36" RCP, CLASS 111 90 LF $ p0 $,' 4 520 CONCRETE CURB AND GUTTER 1,100 LF $ $ 2.900-00 5 530 RIPRAP 40 TON $ 100. °0 $ 4; O (}() . o 0 6 570 GRASSING (SEEDING) 3.00 ACRE $ bb $ 7 575 -1 SODDING - -_ 4,000 SY $ $ 7 - Op . p0 8 710 -24- 6" SOLID TRAFFIC STRIPE 7,300 ��- LF $ - - ,�yv v $ ipQ°0 61 (YELLOW) BPS -1 z-sclq _ Q Q ' � pa AdMIXHl AO 1N3VGOVNVN oe $ $ 5l C IM 3dld JNIS` 30 3315 .9ldl 9OZ _ �9 $ b3 8 1NIOd 3ldNVS W3IE)0 -[0 4310'd8 po a' $ $ Sl C a3dVVnr ao klddns 2f31F/M A2JVHOdW31 $ % $ 'd3 CL (312ldAOO) aQ 00.4 Al8W3SSV iNVb(lAH 3HId I ( $ � $ V3 9 (313ldAOO) 30IA8:]S �131'dM J nj 00 a�• d3 I d01S &:100'R dV-L 3d Q30l01N-32Jd .. C ° Qa $ 'd3 C 9AIVA 31b'J 3003M CF10S ..9 S. Q° Q $ oo $ d3 Z6 3AIVA 31VO 3903M QIlOS A � Q QGr 3A-1VA ONlddt/1..9 � oq 0� $ vv Q $ V3 z 3A'IVA 0Nldda1 ..8 d a° v e, $ Qo �Q $ "d3 I 3f133lSJNIddt/1,.9x,ZC Qa $ o,' $ d3 z 3A331S ONlddb'1..8 x ..Z6 u 9 S213NI"-LS38 d1O /OAd ..9 W. $ $ 'd3 8E1 S�0NIV�USA2A d10 /Z)Ad ..8 ap ' $$ b3 E S2i3Nlb'Li1S321 3dOH ..9 Q° $ oo $ d3 IYC S�J3NIV2�1S3Z 3daH ..8 $ NOl C SON11113 ! Qp '� $ $ 1 H3 C SNOl1t/lldlSNl �Q 3aO8 ldNOUO0 12 10.9 � Q $ $ SNOUVTIb'1SNI -IVN01103a10 38013 ..8 Oi, 3dGH ..9 Ov $ 3l OZ dIQ .9 �p $ 0,2 $ dl EE9 OAd ..9 c M1 $ ob $ dl 091 3dflH ..8 Qa' $ po (J $ dl 6LE dl0.8 e9 $ dl L6z'b DMA -- $ $ 3DIAN3S b31b'M ..8 �- W9z 0 V 9 N!JIS dO1S OOL 6 uo!sua ;x3 aarad;!un ;run A4!;uenp uo! ;dasa wall °N 'ON oadS wall Tin(33HOS 30121d - jVsodQ�Id a19 IdamElS Quid' 2I3.Lvm `sGvox SS30Ov STdSOdOHd GIEI-MVIISVI92S d0 A113 06/19/2003 15.16 3217285619 JOBEAR WARDEN PAGE 01 WardeDn crrtZstrucrion l,ic# C - COM397 Fax Coversheet To: City of Sebastian A3TN: Mr, Jesus Vieiro Fax*: 772-581-0149 From: Rob Beatty Lute: 6/3.9/2003 Subject: Sebastian Airport Access Roads Pages to Follow: Message: Mr. Vieiro, I was able to sit dawn with Mr. Huy this afternoon and discuss the possible reductions in the proposal. We were able to find where we could reduce the proposal by $15,00o.00. (Please see attacked revised copy of our proposal). one substantial area was in the B" directional lore. I had received a proposal from another subcontractor after we had turned in our original proposal and it was laver than the first subcontractor. If the bollards around the fire hydrants can either be reduced or eliminated this would be another item that could be reduced by up to $8,804. if you have any further question$ please do not hesitate to contact me. Rob Beatty 1 wi nsi nr Drive. Palm Bay, FL 32905 (321) 723-35710 FAX (321) 728 -5619 06/20/2003 13:38 3217286619 JOBEAR WARDEN PAGE 05 CITY OF SFBASTLkV -B1 D PROPOSALS ACCESS ROADS, WATER AND SEWER Additive Altemate 2:.5arnitaly Sew ®r ilne 'Total Additive Altemate 2: S e� �d The BIDDER must submit bids on the Base Bid including the "Add Alternates" shown above. The undersigned, having become thoroughly familiar with ail of the Agreement & Bidding Documents incorporated herein, the project site and the locatim conditions, and tune schedule affecting the work, hereby proposes to perfvzzn everything .required to be performed in strict conformity with. the requiremeiats of these docu=nts, and to provide and furnish all the supervision, labojr, equipment, tools and materials necessxy to provide the construction services meeting or exceeding the specifications as set forth herein fox the prices quoted above. The price(s) quoted is (are) inclusive Of any Addenda, which may be issued. By the signature below, the Contractor agrees that this Bid Proposal is made without any other understanding, agreeM nt, ar connection - nth any person., corporation, or firm submitting a bid for the same pzupose and that the. bid is in. all respects fait and without collusion or ftraud. T# awarded any work under this bid proposal, the Contractor agrees to enter into said agreement within ten (1 p) consecutive calendar days notice by the City, and agrees to all the terms and conditions of all documents stated berein with the City of Sebastian for the below stipulated price which shall remain -film far si-dty (60) days following bid opening date. The City reserves the right to ward the Work based on the lowest price bid for any of the award Basis listed below, providing the Bidder is both, responsible and (responsive. Therefore the "Total Base Bid Price' ar each "Total Base Bid plus any Additive Alternate" price must be ready to stand an its awrr_ BPS -4 86/19/2003 15:15 3217285619 JOBEAR WARDEN PATE 02 CITY OF SEBAST1Aly -13ID PROPOSALS G ACCESS ROADS, WATER A-N-D SE-%SR BID PROPOSAL PRICE SCHEDULE Item spec. Item Description Quantity unit Unit Price Extension No._ No. _ -- - �1 101 -1- MOaILIZATION 1 58 102 -1 TRAFFIC CONTROL 1 104 -13 SILT FENCE 4,000 530 R)PRAP 110 -1 -1 CLEARING AND GRUBBING 4,94 $75.1 SODDING 120-1- EXCAVATION R GUtAR 1,402 $ v5 160 -4- TYPE B STABILIZATION 10,500 $�^ 162 -3- FINISH SOIL LAYER (F" THICK) 7,0OD S 440 -77 UNbrtR RAw CLEANOUTS 9 440 5" PERFORATED UNDERORAIN 1,100 10 440 6" PERFORATED UNDERORAIN 820 11 440 81, PVC 580 12 425 TYPE C D131 MODIFIED 7 13 425 TYPE H MODIFIrmD INLET (H1 AND H2) _ 2 4430 -98a MITERED E=ND SECTION FOR 15" RCP 2 15 430 -98a MITERED END SECTION FOR 1$" RCP 15 i16 430 -98a MITERED END SECTION FOR 36- RCP 1 I17 200 LIMEROCK BASE 1,600 1$ 300 -1 -1 BITUMINOUS Ma7ERIAL (PRIME GOAD 5.000 �19 331 -2- TYRE `S' ASKIALTIC CONCRETE 640 2D SP DITCH BLOCKS 4 LS & 430 -172- 15" RCP, CLASS 111 123 — - 58 430 -172- 16" RCP, CLASS 111 25 _ 440 430.172- 3$ 36" RCP, CLASS 111 90 520 CONCRETE CURES AND GUTTER 1,100 530 R)PRAP 40 570 GRASSING (SEEDING) 3.00 $75.1 SODDING 4,000 710 -24- 8" SOLED TRAFFIC STRIPE 61 IYELL(1VV1 7,300 LS & L5 $ - -44 GAL 1.50 ACRE, !l 500 °® CY 5. °a SY S X75 SY 1' � EA $ LF $ it LF $ v5 ofl $ f ACRE $ ! a� SY $�^ EA S 1, 54o EA S FA S_ (a, EA S f n&111 GAL 1.50 TON $ ab EA LF LF 30 ao LF S� ao LF� -$ °d TON ofl $ f ACRE $ ! a� SY $�^ LF $ .. BPS -1 $- ,_.::I. [` QQ.co mem` AWy • ` •i 'f• O • i � RIB •• Z-3dH - O i S yn S, L 3lddbWL AVMI)(VI AO iNSVfaV '1�2VW �.�. ®_ 1M 3did !DN1SV0 13315 «9Ld1 S{lZ -�~ V-9 B iN IOd 31dmV$1VOIDO'101w31O1 s S-I L 7� dYlilf .6 ?dd17S id3.l.'dM J.2d�'2dpdW31 o p $ dp, L L 31.31dWOO .kjSHB SSV -LNVa(J lH 3d1 J V3 9 (3.L31dA0O) 3OIA'd3S 'd3 -LVM „L $ � "d3 L dac 'd230O'8 oa+ as � ddi 3d (]30'IpIN-3dd „L - — $ b t -3n-)VA 3IVc) �39MIM 01109 u9 G Q $ s vs Z I, 3A-lV 1 31VE) 3 JQ3M OIIOS «B C a nC� 1 • $ � � d1 G 3E11kirt JiVlddFr�, .9 cc Z 3111'dR ONidd'd1.8 $ b'3 L 3/13315 ONIddV.L .,9 x -ZI• v V3 Z 3a3'l5 IDNlddtll, .,B X ..Z4 ^ p 1 'd3 9 S�JSNI aIS38 dIWOM ,.9 tu �� • ! $ t $ 'd3 _ H>r G Sd3N1'b'l�.I.S32� dICVoAd .8 �� • rr a y3 F S�43NIb'ZUSEH 3dQH ..9 S 'd3 S83NIVi US3d 3daH „9 G9 SIONILLIA SVIC]i �p D LLt ):141(3 -9 3:1 ®$ "I1iN01103�11(1 ..9 4o S ` �S t�3 5 SNOLLYi VISNI 3�iQ9 - IVNQI.LORbIG FS $ $ 41 f1tr 3 d 314 ..9 • $ $ dl oz dia .,9 aj Qa qv y $ S d7 O8� 3dOH .8 OAd ,.8 I $ $ r. 3O'lflb3�Mr11d�[..B L4�L Q£ f— } a • r } j $ 1{3 4 NOIS dO.L$ 00L i t 9 L.— tr+ l ualsu84x3 ao d lun 11ut f4gunno uolld4*60a [Mql -�a $ wall nnoaHos 3oiHd 1VSOdONd US -aaA3s Ql i`i' jS,LVM 'S(jVO'1 SS3Job" sgvsOd4?aa (im- LYUS vaas 3b ?4.1.70 E8 39Vd N3GNVM NV3901' 6Z998ZLTZE SE :ET E®9Z /82190 M cS AN HOW OF PELICA14 ISLAND PURCHASING GENERAL SERVICES 1225 MAIN STREET- SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 388 -8241 FAX (772) 581 -0149 TELEPHONE (772) 589 -0743 FAX (772) 589 -6880 ADDENDUM # 1 ACCESS ROADS, WATER & SEWER DATE: June 4, 2003 TO: All Bidders This Addendum becomes hereby an integral part of the bid package under consideration by you as a respondent. The City of Sebastian deems all sealed bids to have been proffered in recognition of the entire bid package- including all issued addenda. This Addendum is being sent to you via "fax". Should you have any question pertaining to this Addendum, please contact me at 772 - 589 -0743. ADDENDUM MESSAGE 1. The Contractor shall include in his bid price proposal the following clarifications made during the pre -bid meeting and subsequent site visit held on May 16, 2003 and are described in items 1 thru 5 on the single page attached hereto. 2. This page must be submitted signed, as acknowledgement of receipt, with your sealed bid. eceipt aclmowiedged by, Signature qJe s M. Vieiro, Buyer -0 '� � ADDENDUM # 1 I. Testing: All testing is generally the responsibility of the Contractor, as detailed in the plans and specifications, including the City of Sebastian Construction Contract Section 4.6, Section 10 on T.S. 1 -4, and Plan Sheet C3.1. 2. Cutting Taxiway for Waterline Installation: Among the many methods allowed and possible, the Contractor is allowed to Open Cut Taxiway A to the extents shown on sheet C3.6 -1, and replace the taxiway in -kind. Assume 2" of FDOT Type S asphalt surface with 8" Limerock Base Course on compacted sub - grade. Maximum time allowed for this work shall be 7 calendar days. 3. Replacing Mailboxes, Guardrail, other items in conjunction with Waterline /Sewer Line: Temporary removal and permanent replacement of mailboxes, signs, fence, guardrail, or any other similar type of obstruction during the construction of the waterline or sewer line shall be included in the cost of the other contract items. No additional payment will be included for these removal and replacements. 4. Clearing and Grubbing: The Clearing and Grubbing item includes removing all material within the road construction limits, including stockpiled, cleared and grubbed materials as discussed during the site visit. 5. Coordination and Phasing: As discussed during the pre -bid meeting, the subject project requires coordination with other construction on the airport, including the concurrent T- Hangar Construction, Perimeter Fencing, and Administration Building. The Contractor for this project is required, as much as practicable, to begin his operations and complete the work in front of the T- Hangar buildings, from Stations 20 +00 to 30 +00. FORM OF NONCOLLUSION AFFIDAVIT (This Affidavit is Part of Bid) STATE OF ) SS. COUNTY OF being first duly sworn, deposes and says that he is (Sole owner, a partner, president, secretary, etc.) Of - 4� 0C T ! the parry making the foregoing Proposal or BID that such BID is genuine and not collusive or sham; that said BIDDER has not colluded, conspired, connived, or agreed, directly or indirectly, with any BIDDER or person, to put in a sham BID, or that such other person shall refrain from bidding, and has not in any manner, directly or indirectly sought by agreement or collusion, or communication or conference, with any person, to fix the Bid Price of affiant or any other BIDDER, or to fix any overhead, profit or cost element of said Bid Price, or of that of any other BIDDER, or to secure any advantage against OWNER any person interested in the proposed Contract; and that all statements in said Proposal or Bid are true; and further, that such BIDDER has not, directly or indirectly submitted this BID, or the contents thereof, or divulged information or dater ve thereto to any association or to any member or agent thereof. (Bidder) Sworn to an subscribed before me this _ day of Notary Public in and for 2003. TR7G nF FCC 4s County I R'vr 2 My Commission expires % `,z lb'J 200. (SEAL) �{ P� EDNA H. PATTEN $ ®� Notary Public, State of Florida My comm. expires Oct. 2, 2005 No. DD062216 Access Roads, Water &. Sewer Sebastian Municipal Airport Bid Forms EQUAL OPPORTUNITY REPORT STATEMENT AS REQUIRED BY 41 CFR 60- 1.7(b) (THIS REPORT IS PART OF THE BID) The Bidder (Proposer) shall complete the following statement by checking the appropriate blanks. Failure to complete these blanks may be grounds for rejection of bid: 1. The Bidder (Proposer) has V has not developed and has on p file at each establishment affirmative action programs pursuant to 41 CFR 60 -1.40 and 441 CFR 60 -2. 2. The Bidder (Proposer) has K has not in participated any prevrous contract or subcontract subject to the equal opportunity clause prescribed by Executive Order 11246, as amended. 3. The Bidder (Proposer) has has not filed with the Joint Reporting Cornmittee the annual compliance report on Standard Form 00 (EEO -1 Report). 4. The Bidder (Proposer) does does not 41 employ fifty (50) or more employees. NAME OF BY: TITLE: DATE: Access Roads, Water & Sewer Sebastian Municipal Airport BIDDER: ►1%f rCTt� Hd c�(, /og /o3 ME Bid Forms CER CATION OF NONSEGREGATED FACIGITS The federally assisted construction Contractor certifies that he does not maintain or provide, for his employees, any segregated facilities at any of his establishments and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction Contractor certifies that he will not maintain or provide, for his employees, segregated facilities at any of his establishments and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintainers. The federally assisted construction Contractor agrees that a breach of this certification is a violation of the equal opportunity, clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment area, transportation, and housing facilities provided for employees which are segregated by explicit directives or are in fact segregated on the basis or race, color, religion, or national origin because of habit, local custom, or any other reason. The federally assisted construction Contractor agrees that (except where he has obtained identical certifications from proposed Subcontractors for specific time periods) he will obtain identical certifications from proposed Subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the equal opportunity clause and that he will retain such certifications in his files. ature 4of Bidder Access Roads, Water & Sewer Sebastian Municipal Airport csln% Title Bid Farms BUY AMERICAN CERTI ICATE LAN 1991 By submitting a bid /proposal under this solicitation, except for those items listed by the bidder below or on a separate and clearly identified attachment to this bid/proposal, the offeror certifies that steel and each manufactured product, is produced in the United States (as defined in Article 23 of Instruction to Bidders "Buy American - Steel and Manufactured Products For Construction Contracts ") and that components of unknown origin are considered to have been produced or manufactured outside the Unified States. PRODUCT Signature of Bidder Access Roads, water & Sewer Sebastian Municipal Airport Title COUNTRY OF ORIGIN Bid Forms CERTIFICATION REGARDING FOREIGN PARTICIPATION The Contractor or subcontractor, by submission of an offer and/or execution of a contract, certifies that it a. is not owned or controlled by one or more citizens or nationals of a foreign country included in the list Of countries that discriminate against U.S. firms published by the Office of the United States Trade Representative (USTR); b. has not knowingly entered into any contract or subcontract for this project with a contractor that is a citizen or national of a foreign country on said list, or is owned or controlled directly or indirectly by one or more citizens or nationals of a foreign country on said list; c. has not procured any product nor subcontracted for the supply of any product for use on the project that is produced in foreign country on said list. Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49 CFR 30.17, no contract shall be awarded to a contractor or subcontractor who is unable to certify to the above. If the contractor knowingly procures or subcontracts for the supply of any product or service of a forei coup said list for use on the project, the Federal Aviation Administration may It throe the t' the of the contract at no cost to the Government, sponsor, cancellation Further, the Contractor agrees that, if awarded a contract resulting from this solicitation, it will incorporate this Provision for certification without modification in each contract and in all lower tier subcontracts. This contractor may relay upon the certification of a prospective subcontractor unless it has knowledge of the certification of erroneous. The Contractor shall provide immediate written notice to the sponsor if the contractor learns that is certification or that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances_ The subcontractor agrees to provide immediate written notice to the contractor, if at any time it learns that its certification was erroneous by reason of changed circumstances. This certification is a material representation of fact upon which reliance was placed when making the award If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous certification, the Federal Aviation Administration may direct, through the sponsor, cancellation of the contract or subcontract for default at no cost to the Goverment. Nothing contained in the foregoing shall be construed to require establishment of a system ofrecords in order to render, in good faith, the certification required by this provision_ The knowledge and information of a contractor is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. This certification concerns a matter within the jurisdiction of an agency of the United State of America and the making of e, fictitious, fraudulent certification may render the maker subject to prosecution under Title 18, Unite Cates C de, Section 1001. of Contractor Access Roads, Water & Sewer Sebastian Municipal Airport II Titlo Pf:f I D EP, i T Bid Forms CERTIFICATION REGARDING DEBARWNT SUSPENSION IlYELIGIBILTTY AND VOLUNTARY EXCLUSION The bidder /offeror certifies, by submission of this proposal or acceptance of this contract, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. It further agrees by submitting this proposal that it will include this clause without modification in all lower tier transactions, solicitations, proposals, contracts, and subcontracts. Where the bidder /offer /contractor or any lower tier participant is unable to certify to this statement, it shall attach an explanation of this solicitation/proposal. Access Access Roads, Water & Sewer Sebastian Municipal Airport Title Bid Forms FLORIDA TRENCH SAFETY ACT CERTMCAT)CON AND DISCLOSURE STATEMENT The undersigned acknowledges the requirements of the Florida Trench Safety Act., F.S., (Section 553.60 et. seq. Florida statutes), and hereby commits the Bidder to the following in the performance of the work in the event that the subject contract is awarded to and executed by said Bidder. The Bidder further acknowledges that the Florida Trench Safety Act, (the Act) establishes the Federal excavation safety standards set forth at 29 CFR Part 1926, Subpart P as the Interim State Standard until such time as the State of Florida, through its Department of Labor and Employment Security, or any successor agency, adopts, updates or revises said interim standard. This State of Florida standard may by supplemented by special shoring requirements established by the State of Florida or any of its political subdivisions. 2. The Bidder, as Contractor, shall comply with all applicable excavation/trench safety standards. The Contractor shall consider the geotechnical data available from the City, if an y_ the Contractor's own sources, and all other relevant information in providing the trench safety system to be employed on the subject Project. The Contractor acknowledges sole responsibility for the selection of the data on which he relies in providing the safety system, as well as for the system itself. 4. The amounts that the Bidder has set forth for pipe installation includes the following excavation / trench safety measures and the linear feet of trench excavated under each safety measure. These units, costs, and unit prices shall be disclosed solely for the purpose of compliance with procedural requirements of the Act. No adjustment to the Contract time or price shall be made for any difference in the actual number of linear feet of trench excavation, except as may be otherwise provided in these Contract Documents. Trench Safety Units of Measure Unit Unit Cost Extended Cost Measure (Description) (LF, SF) (Quantity) a._ SLOPlNCA Lr- 20 Cr, 4c) t-3ca b- NG. L--r- (057- po I= a c. `JLDPi NC, L.F A q. a7' o d. e. Access Roads, Water & Sewer Sebastian Municipal Airport Bid Forms For Information Only, Not for Payment Purposes $ Bidder may use additional sheets as necessary to extend this form. Failure to complete the above may result in the bid being declared non - responsive. The amount disclosed is the cost of compliance with the applicable trench safety requirements does not constitute the extent of the Contractor's obligation to comply with said standards. Contractor shall expend additional sums at no additional cost to the County, if necessary, to comply with the Act (except as may otherwise be provided). 6. Acceptance of the bid to which this certification and disclosure applies in no way represents that the County or its representative has evaluated and thereby determined that the above costs are adequate to comply with the applicable trench safety requirements nor does it in any way relieve the Contractor of its sole responsibility to comply with the applicable trench safety requirements. co %W f� ni r�J' TRt�C i O 4 om an Name and Title Address: i �•i Telephone�3 END OF FLORIDA TRENCH SAFETY ACT STATEMENT Access Roads, Water & Sewer Sebastian; Municipal Airport Bid Forms PERFORMANCE OF WORK BY SUBCONTRACTORS The BIDDER hereby states that he proposes, if awarded the Contract, to use the following subcontractors on this project.- List below all proposed subcontractors and trade specialties and costs. (List only one subcontractor for each item.) Write on back or provide additional pages if additional space is needed. COST OF TRADE SUBCONTRACTOR SUBCONTRACTORS SPECIALTY WORK 30-up I v � romc� C,�c3 p 1 C Sri -PING 4-a.°° CON M Qnf r)� A%160- 8 Access Roads, Water & Sewer Sebastian Municipal Airport :• TOTAL: 122o25.00= Bid Forms. BIDDER QUALIFICATION QUESTIONNAIRE Submitted by , Name of Bidder General Contractor's License # 2, ( ) An Individual ( ) A Partnership 1( A Corporation Federal Identification # Principal Office Address d 1� 04\I^.1- `PA (A\J1 A--) , (1) How many years has your organization been in business as a contractor under your present name? D.r-- W ) -4 (2) How many years experience in road and utility construction work has your organization had as a contractor? As a Subcontractor? 2'-r y C- AT-� (3) List below the requested information concerning projects your organization has completed in the last five (5) years for the type of work required in this project. (Use additional sheets if necessary). Include the type of work similar to the work included in this contract if possible. Project Contract Title Amount f, 2-,27!_6' �f�. LEMEne�_Ale`l Required Comnletion Date 9 /0I- Actual Completion Date /o /oz Name/Address /Tel of Owner mac rop , V Ro a cr# 1f 0501 o0o 5/02 5 /o 2 U5 !� r�2/N o� uv�r u�a2tC YY• MELacxRidg- Fob MA.+v w _ 304-52C-> -0-720 r Soo, O l %D3 2/43 tNrn1 'D- rV91-0-F;:ivMLrdr Oc)o /o 3 3103 ToVJA( OF M ALA e&J2 -f r e r- W F- C�Zn.fWrf0 f-( AT—PALC hG-D Access Roads, Water & Sewer Bid Forms Sebastian Municipal Airport 1 (4) Have you ever failed to complete any work awarded to you? If so, where and why? (5) Has any officer or partner of your organization ever been an officer or partner of some other organization that failed to complete a construction contract? If so, state name of individual, name of other organization, and reason therefore. 0 (6) Has any officer or partner of your organization ever failed to complete any construction contract handled in his own name? If so, state name ofindividual, name of owner and reason therefore. N (7) Give below any information which would indicate the size and capacity of your organization, including number of employees, equipment owned by your organization, etc., which are available for utilization on this Contract, (8) What is your bonding capacity? A I\,iEET)e-D (9) What amount of your bonding capacity has been used as of the date of this bid? Access Roads, Water & Sewer Sebastian Municipal Airport B -I l Bid Forms (10) How many applications for performance and payment bonds have you made in the last three (3) years ? — ..6 1 CrR-J\AoI.e (11) How many of these applications were not approved? A LL (12) Have any claims been filed against your surety bond company in the last five (5) years? If so, describe the nature of the claims and give the names of the surety companies, dates of each claim, identifying numbers of each claim, amounts of each claim, and the status of each claim. (Use /additional sheets if necessary.) / V l) (13) Have your company been in disputes or litigations in the last five (5) years over construction projects which are completed or still pending for completion? If so, describe the nature ofthe disputes or litigations and state the Owner's Name, Address, Telephone, and amount of disputes or litigations. (Use additional sheets if necessary.) /VO Access Roads, water & Sewer Sebastian Municipal Airport I Bid Forms CITY OF SEBASTIAN -BID PROPOSALS ACCESS ROADS, WATER AND SEWER BID PROPOSAL PRICE SCHEDULE Item Spec. Item Descri tion No. No. P Quantity Unit Unit Price 1 101 -1- MOBILIZATION 1 $ 102 -1 TRAFFIC CONTROL 1 $� 0 0 -13 SILT FENCE 4,000 $ 4a.e° -1 -1 r CLEARING AND GRUBBING 4.94 $ 28 S75.00 -1- EXCAVATION REGULAR 14 ,-02 EA 160-4-TYPE B STABILIZATION 10,500 7 162 -3- FINISH SOIL LAYER (6" THICK) 7,000 8 440 -77 UNDERDRAIN CLEANOUTS 9 9 440 5" PERFORATED UNDERDRAIN 1,100 10 440 6" PERFORATED UNDERDRAIN 820 11 440 8" PVC 590 12 425 TYPE C DBI MODIFIED 1 13 425 TYPE H MODIFIED INLET (H1 AND $ 1.50 $ 0,60 TON H2) 2 14 430 -98a MITERED END SECTION FOR 15" LF $ RCP 2 5 430 -98a MITERED END SECTION FOR 18" LF $ RCP 15 6 430 -98a RED END SECTION FOR 36" $ l o� $ -4 od SY FRCP 1 7 200 LIMEROCK BASE 1,600 8 300 -1 -1 BITUMINOUS MATERIAL (PRIME COAT) 5,000 9 331 -2- TYPE 'S' ASPHALTIC CONCRETE 840 D SP DITCH BLOCKS 4 1 123 430-172- 15" RCP, CLASS 111 58 430 -172- 25 18" RCP, CLASS Ili 440 3 -172 36" RCP, CLASS III �90 3830 t 520 CONCRETE CURB AND GUTTER 1,100 i 530 RIPRAP 40 570 GRASSING (SEEDING) 3.00 575 -1 SODDING 4,000 710 -24- 6" SOLID TRAFFIC STRIPE 61 IYELLOWI 7 300 Extension LS $ ba $ ©, dd 4 LS $ $— d�.QO LF $� 0 0 ACRE $ '�1 Coo D0 $ 2 00 CY $ 4a.e° $_ U�IL ao SY 2.75 $ 28 S75.00 SY $ 00n, EA $. LF? $ { 1. 2- 73.00 LF 5 $ . ®a LF $ 14. 00 $ca�. °a EA $ �0 $ �() .. 60 EA $ lrJ,o� $ 0.00 EA $ D� $___6Q0 . o b EA $ � j (� �' $ o 0 EA rr $_ I VtC:.b� $ �i �17 (J : od CY $ �° $ 00 GAL $ 1.50 $ 0,60 TON $_ �? •ao $ �� . eb LF $ LF F LF $ LF $ $ 9. pb.oe TON $ �.d , 00 ACRE $ l o� $ -4 od SY $ $ % d °° ` ____ LF $ $bCJ.a_._� BPS-] Z-Sds Q - AVMI)(Vl d01N3A39VNVA _ S830VdS IM 3dld 9NISV01331S .96d1 9OZ V3 9� 1NIOd 31dIIVVS 1' OISMO Ial0d8 0,2 Q $ Q° $ S-I iEdwnf V3 LL klddns �i31VM A? v8odW31 (313-Id VV00) A18A3SSV 1NV8(]AH 3U.J $ pQ $ V3 9 (3131dw00) 301Aa3S 631VM „l 0 0 _ $ oa $ Vd l dOiS d808 ? dVl 3d a3C]IM-3?dd .3 ©Q $ 0v $ V3 6 DANA 31VE) 30Q3M 01105 ..9 ov Qoo $ nQ $ V3 Zf• 3AIVA 31b'9 30MIM 0110S.8 4 $ c24 0 $ dl 1 — 3A1VA 9N1ddVl ,.9 co OQ $ ( J� $ V3 Z 3A- 1VA9NIddVl,.B V3 3A3371S JNlddVi ,.9 X ..ZI. 09 $ po' $ V3 Z 3A33-1S JNlddV1..8X..Z4 C?� $ p},, $ V3 9 S�13NIV2i1S32i dla /0Ad ..9 V3 9Ef• S2J3NIVHIS38 dQlOAd ..8 V3 E S�13NIVd1S32i 3d ®H ..9 V3 tri SH3NIVH -LS2H 3d0H ..B Qv $ $ N01 L SON1111d 0Q� $ aQ ( $ "'� b3 l SNOl1V11V1SNf Oo 4' $ gyp' $ V3 32JOS 1VNOf103�I10 ..9 SN Q 1�3V Q 81 380>B OQ $ $ dl Otr 3daH ..9 jl (3Z d10 ..9 Qo $ oa $ dl EE9 _ OAd .,9 $ Q6 $ 31 OBL 3daH ..8 Q4 rJ $ qa $ 31 LLE dlq .9 ' $ $ dl L6Z't, go 0Ad .,9 $ $ 30QAN3S 831bVM ,.8 6O9Z 0 �V, $ $ V3 ap l 9 NJfS dQ1S OOL 6 uolsua ;X3 oolid im 3fun till #ueno uol;duosao wall 'ON ' °N 3-1na3H3S 30INd - VS0d08d aie •oadS wall NamaS c[Nv xEllvM `scfvo I SS3OOb S- Tvsod02Id (Ilo- IVI Lsys3S Jo ALTO CITY OF SEBASTIAN -BID PROPOSALS ACCESS ROADS, WATER AND SEWER BID PROPOSAL PRICE SCHEDULE Item Spec. Item Description No. No. p Quantity Unit Unit Price Extension as SURFACE RESTORATION OF Db © � TAXIWAY 1 LS $ $ o F b SURFACE RESTORATION 1 LS $_�.'�U $ Total Base Bid: CZ Additive Alternate Bid Items: Additive Alternate 1: Runway Road East Item Spec. Item Description Quantity Unit No. No. Total Additive Alternate 1: BPS -3 Unit Price $ .1.r05 $ 2 500 -° $ 2oo DO Ga �ff) $.'° •• Extension $- -/�6 50 0 a $ "(00. as $`. as $ $_ 5"(057,50 $ 2.350. as $ `7E3o pO $ 4_�3o.00 $ f �T�l Al Gd $ fn18— $ 1, 5l50 ° m I I /i _^ oa $ "70. °° $L"70. a 104 -13 SILT FENCE 1,000 LF I1 z 110 -1 -1 CLEARING AND GRUBBING 1.08 ACRE 120-1- EXCAVATION REGULAR 598 CY 14 160-4 - TYPE B STABILIZATION 1,950 SY 5 162 -3- FINISH SOIL LAYER (6" THICK) 1,400 SY 440 -77 UNDERDRAIN CLEANOUTS 3 EA 7 440 5" PERFORATED UNDERDRAIN 550 LF 18 425 TYPE C DBI MODIFIED 1 EA 430 -98a MITERED END SECTION FOR 15" 2 EA RCP 110 430 -98a MIT ERED END SECTION FOR 181. 1 EA 11 200 LIMEROCK BASE 300 CY 12 300-1-1 BITUMINOUS MATERIAL (PRIME 925 GAL 13 331 -2- TYPE'S' ASPHALTIC CONCRETE 160 TON 14 420 -172- 15" RCP, CLASS III 51 LF 15 430 -172- 18" RCP, CLASS III 51 LF 16 570 GRASSING (SEEDING) 0.70 ACRE 17 710 -24- 6" SOLID TRAFFIC STRIPE 61 (YELLOW) 1,600 LF 18 700 STOP SIGN 1 EA Total Additive Alternate 1: BPS -3 Unit Price $ .1.r05 $ 2 500 -° $ 2oo DO Ga �ff) $.'° •• Extension $- -/�6 50 0 a $ "(00. as $`. as $ $_ 5"(057,50 $ 2.350. as $ `7E3o pO $ 4_�3o.00 $ f �T�l Al Gd $ fn18— $ 1, 5l50 ° m I I /i _^ oa $ "70. °° $L"70. a CITY OF SEBASTIAN -BID PROPOSALS ACCESS ROADS, WATER AND SEWER Additive Alternate 2: Sanitary Sewer Line Item Spec. No. No. Item Description Quantity Unit Unit Price Extension Total Additive Alternate 2: $ _� _fJ b _�7. 00 The BIDDER must submit bids on the Base Bid including the "Add Alternates" shown above. The undersigned, having become thoroughly familiar with all of the Agreement & Bidding Documents incorporated herein, the project site and the location conditions, and time schedule affecting the work, hereby proposes to perform everything required to be performed in strict conformity with the requirements of these documents, and to provide and furnish all the supervision, labor, equipment, tools and materials necessary to provide the construction services meeting or exceeding the specifications as set forth herein for the prices quoted above. The price(s) quoted is (are) inclusive of any Addenda, which may be issued. By the signature below, the Contractor agrees that this Bid Proposal is made without any other understanding, agreement, or connection with any person, corporation, or firm submitting a bid for the same purpose and that the bid is in all respects fair and without collusion or fraud. If awarded any work under this bid proposal, the Contractor agrees to enter into said agreement within ten (la) consecutive calendar days notice by the City, and agrees to all the terms and conditions of all documents stated herein with the City of Sebastian for the below stipulated price which shall remain fnm for sixty (60) days following bid opening date. The City reserves the right to award the Work based on the lowest price bid for any of the award basis listed below, providing the Bidder is both responsible and responsive. Therefore the "Total Base Bid Price" or each "Total Base Bid plus any Additive Alternate" price must be ready to stand on its own. BPS -4 1 2500 SANITARY SEWER LINE 61" PVC 1.460 LF $ Sd -- $ /Z L b 6" DUCTILE IRON PIPE 60 LF $ � $ °Q 00 DO 6" HDPE 80 LF $ $ , DIRECTIONAL BORE INSTALLATION 1 EA FITTINGS 0.3 TON $ AUTOMATIC AIR RELEASE ° o a VALVE 3.0 EA $ , $ 6" HDPE RESTRAINERS 2 EA $ p° $ G>lD, oA j 6" PVC RESTRAINERS 22 EA $ 1,,� °r' j 4" PVC RESTRAINERS 4 EA $ 00 $ 00 f 4" SOLID WEDGE GATE VALVE 1 EA $ 04 $ od 6" SOLID WEDGE GATE VALVE 3 EA $ $ 11.0 ,I SURFACE.RESTORATION 1 LS $ 11200.0() $ �ZOO.00 Total Additive Alternate 2: $ _� _fJ b _�7. 00 The BIDDER must submit bids on the Base Bid including the "Add Alternates" shown above. The undersigned, having become thoroughly familiar with all of the Agreement & Bidding Documents incorporated herein, the project site and the location conditions, and time schedule affecting the work, hereby proposes to perform everything required to be performed in strict conformity with the requirements of these documents, and to provide and furnish all the supervision, labor, equipment, tools and materials necessary to provide the construction services meeting or exceeding the specifications as set forth herein for the prices quoted above. The price(s) quoted is (are) inclusive of any Addenda, which may be issued. By the signature below, the Contractor agrees that this Bid Proposal is made without any other understanding, agreement, or connection with any person, corporation, or firm submitting a bid for the same purpose and that the bid is in all respects fair and without collusion or fraud. If awarded any work under this bid proposal, the Contractor agrees to enter into said agreement within ten (la) consecutive calendar days notice by the City, and agrees to all the terms and conditions of all documents stated herein with the City of Sebastian for the below stipulated price which shall remain fnm for sixty (60) days following bid opening date. The City reserves the right to award the Work based on the lowest price bid for any of the award basis listed below, providing the Bidder is both responsible and responsive. Therefore the "Total Base Bid Price" or each "Total Base Bid plus any Additive Alternate" price must be ready to stand on its own. BPS -4 CITY OF SEBASTIAN -BID PROPOSALS ACCESS ROADS, WATER AND SEWER AWARD BASIS: 1. LOWEST BASE BID AMOUNT 2. LOWEST TOTAL OF BASE BID AND Additive ALTERNATE 1 3. LOWEST TOTAL OF BASE BID AND Additive ALTERNATE 2 4. LOWEST TOTAL OF BASE BID AND Additive ALTERNATES I AND 2 If awarded this bid, the Contractor agrees to enter into a contract within ten (10) consecutive calendar days of Notice of Award by the city, and agrees to all the terms and conditions of all documents stated herein with the City of Sebastian at the above stipulated prices which shall remain firm for sixty (60) days following bid opening date. Failure to execute the Contract as stipulated above may result in the forfeiture of the Bid Bond in its entirety. The Quantities indicated on this Bid are estimated and shall only be used for the purpose of Bid Evaluation and Award. The estimated Bid Quantities do not constitute a guarantee of work. The Vendor agrees that that the prices quoted have taken in consideration that the Actual Quantities may exceed or may be lower than the estimated Quantities indicated on this Bid. CONTRACTOR WARRANTS TOTAL CONTRACT COMPLETION TIME SHALL NOT EXCEED 120 CONSECUTIVE CALENDAR DAYS. i Authorized nzed Signature Printed Name 'r, �Sr�NT Firm Name & Address Title Phone Number Date Signed BPS-5 r Bond No. N/A C 1 alt C i � The American Institute of Architects, AIA. Document No. A310 (February, 1970 Edition) KNOW ALL MEN BY 'THESE PRESENTS, that we Jobearl Warden Construction, Inc. as Principal hereinafter called the Principal, and American Casualty Co. of Reading Pa. as Surety, hereinafter called the Surety, are held and firmly bound unto City of Sebastian as Obligee, hereinafter called the Obligee, in the sum of Five percent of the bid amount Dollars ($ 5% of the bid ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Municipal Airport Access Roads Water and Sewer NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this ORSC 21328 (5/97) Witness 4th W " ess By: day of June 2003 Warden Construction, Inc. _ —1-9incipal (Seal) Ity Co. of Surety Howard Breen / Name/'Ti:le Reading Pa. (Seal) Attorney -.in -Fact and Florida Resident Age POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That Continental Casualty Company, an Illinois corporation, National Fire Insurance Company of Hartford, a Connecticut corporation, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania corporation (herein called "the CNA Companies "), are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make, constitute and appoint James H. Breen, Benjamin Craig Sibley, Barbara Vaccaro, Individually of Maitland, Florida their true and lawful Attorrey(s) -tn -Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature — In Unlimited Amounts — for any and all surety bonds and any and all consents required by the State Department of Transporation of the State of Florida, Incident to the release of retained percentages and/or estimates on engineering and /or construction contracts. - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the corporations. In Witness Whereof, the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 10th day of October, 2001. GASIrq�T 14YSUR4 4�P y6 Continental Casualty Company c ° re ij 0CMIC49"46 -A National Fire Insurance Company of Hartford ,1 n Z5 3L American Casualty Company of Reading, Pennsylvania Qur SEAL s r 7gg1 hAR • v "i 1 Michael Gengler Group Vice President State of Illinois, County of Cook, ss: On this 10th day of October, 2001, before me personally came Michael Gengler to me known, who, being by me duty swom, did depose and say: that he resides in the City of Chicago, State of Illinois; that he is a Group Vice President of Continental Casualty Company, an Illinois corporation, National Fire Insurance Company of Hartford, a Connecticut corporation, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania corporation described in and which executed the above Instrument; that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. ' cn T. Aac OTARY 1 '?118L1C Ca. My Commission Expires June 5, 2004 Eileen T. Pachuta Notary Public CERTIFICATE 1, Mary A. Ribikawskis, Assistant Secretary of Continental Casualty Company, an Illinois corporation, National Fire Insurance Company of Hartford, a Connecticut corporation, and American Casualty Company of Reading, Pennsylvania; a Pennsylvania corporation do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of the corporations printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporations this z day of� �a�3 (!7r,011�PORAr& �41tR4Continental Casualty Company el QpYCAP- National Fire Insurance Company of Hartford American Casualty Company of Reading, Pennsylvania JULY rrSEAL f �� r MZ F a 1897 HARM • Mary A. 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Ni � f £0 ZZ GO ai d0 4{��l�ll Iw-� t AA+aatKitinl alYQ - • HST 5E9TSy9L04•T XV3.g9:i�i Q3.S1 Ed /��fT(l Ln 0 Co. a W o. N I ��•7k� W Ei V LLI Pi H z O E-i H 4 x �A P; O H CA EQ z < W ¢ w ci } NH m W x o 0 a� � ca 0 O 0 tD � w ca " o 0, H OD ti Ho pf zH 4 m m X w� ° w x W (d o O N m r.4 U O C*1 hN o w v4 � >4 a Pi ., W �zx W i3 oa •• won A CO 0 fd aZA �• W 0 �0 O�� xc4 CN c W r-i 1.0 (� W m 0 FA A POw CC rd a Hm: �7 N N•H HWC.- Lr p04 [w0 CD h C7 CD 4 fi x u O tD W E-I 'Zi 0 W W-a cV x qtz C] Q %4 r� % I ri r r- ur r LUKIU ► DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONST INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET NORTHWOOD CENTRE TALLAHASSEE FL 32399 --1039 JOBEAR /WARDEN CONSTRUCTION 1950 DANR DRIVE PALM BAY FL 32905 DETACH HERE (85 0) 487 -139; STATE OF FLORIDA AD 0 2 g 5 a8 r r DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION QB - 0019879 10/25/2001 01010148 QUALIFIED BUSINESS ORGANIZATION JOBEAR /WARDEN CONSTRUCTION (NOT A LICENSE TO PERFORM WORK. ALLOWS COMPANY TO DO BUSINESS IF IT HAS A LICENSED QUALIFIER.) IS QUALIFIED under the provisiona of Ch.489 FS. Expiration date: AUG 31, 2003 sEQ #01102500020 AC# 0245887 STATE OF, FLORIDA DEPARTMENT OF BUSINESS AND-�PROFESSIONAL REGULATION CONST INDUSTRY LICENSING BOARD SEQ #01102500020 The BUSINESS ORGANIZATION Named below IS QUALIFIED Under the provisions ©£ Chapter 489 FS. Expiration date: AUG 31, 2003 (THIS IS NOT A LICENSE TO PERFORM WORK. THIS ALLOWS THE COMPANY TO DO BUSINESS ONLY IF IT HAS A QUALIFIER,) JOBEAR /WARDEN CONSTRUCTION 1950 DANK DRIVE PALM BAY FL 32905 JEB•BUSH KIM BINKLEY -SEVER GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY LICENSE NBR 10 2752001�01010148 7 10B - 0019879 The BUSINESS ORGANIZATION Named below IS QUALIFIED Under the provisions ©£ Chapter 489 FS. Expiration date: AUG 31, 2003 (THIS IS NOT A LICENSE TO PERFORM WORK. THIS ALLOWS THE COMPANY TO DO BUSINESS ONLY IF IT HAS A QUALIFIER,) JOBEAR /WARDEN CONSTRUCTION 1950 DANK DRIVE PALM BAY FL 32905 JEB•BUSH KIM BINKLEY -SEVER GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY CONTRACTS ADIONtST� n 7TSIS;12M �AoN.,; PNe 20 d 21 22 CONTRACTOR EQUAL OPPORTUNITY EMPLOYMENT PROFILE (LIST ALL COMPANY EMPLOYEES WHEREVER LOCATED) ORGANIZATIONAL DESCRIPTIVE INFORMATION FIRM NAME; Warden CORstructian, Inc. ADDRESS: STREET /P.D. BOX 1950 Danr Drive N. E. CITY STATE ZIP CODE Pala Bay F1Ori 32905 TYPE ORGANIZATION: Ra CORPORATION CO- PARTNERSHIP ❑ OTHER EMPLOYMENT DATA (INSERT ACTUAL NUMBER EMPLOYEES EMPLOYED BY YOUR FIRM FOR TABLE A TOTAL WHITE (Nat of BLACK (Not J08 CATEGORIES EMPLOYEES Hispanic TOTAL MINORITIES Off Hispanic Origin) Origin) M F M F M M F OFFICIALS (MANAGERS) 1 L 1 F 1 1 SUPERVISORS 2 1 1 1 FOREMEN CLERICAL 1 1 1 1 EQUIPMENT OPERATORS ] MECHANICS TRUCK DRIVERS IRONWORKERS CARPENTERS CEMENT MASONS ELECTRICIANS PIPEFITTERS, PLUMBERS PAINTERS LABORERS, SEMI- SKILLED LABORERS, UNSKILLED TOTALS t2O 2 3 APPRENTICES TABLE B - ON- THE -JOB TRAINEES STATEMENT OFr.nNTPArrna EACH CATEGORY) HISPANIC tit F OTHER MINORITIES h4 F WE HEREBY CERTIFY THAT THE STATEMENTS MADE IN THIS EMPLOYMENT PROFILE ARE TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE: AND HEREBY AUTHORIZE AND REQUEST ANY PERSON, FIRM OR CORPORATION TO FURNISH ANY PERTINENT INFORMATION REQUESTED BY THE DEPARTMENT OF TRANSPORTATION DEEMED NECESSARY TO VERIFY THE STATEMENTS IN THdS APPLICATION OR REGARDING THE STANDING AND REPUTATION OF THE APPLICANT- WE FURTHER CERTIFY THAT THE EMPLOYMENT PRACTICES OF THIS ORGANIZATION FULLY COMPLY WITH TITLE VI PROVISIONS OF THE 1964 CIVIL RIGHTS ACT. DAT €DAr Palm Bay, Florida THIS 24 DAY OF April ��}p Si SIGNATURE TITLE 12 CONTRACTS AT CMtlN1SRAT oN. oN - �zM Page 13 d 23 17 1 STRUCTURE OF ENTITY If a Co- Partnership, answer this: Date of Corporation, ion, State whether partnership is general, limited or association !f a Corporation, answer t is: State where incorporated Florida Date incor orated 01/01 01 p Charter No.lbac. No. P9 -8000. 447 If registered in Florida, answer this: Ccrporaie Narre Reglsterd with F4ida Sea eLxy of State W Arde n Construction Inc. All applicants answer this: 1.How many years has your organization been operating under your present business name? Two 2.1-ist all previous business names of your organization. Jobea r Inc . 3.How many years experience in road and bridge construction has your organization had as a: (a) Prime Contractor 28 (b) Subcontractor 28 4.Enter appropriate federal Employer Identification Number (EIN) or Social Security account number 59- 3519341 51ist the following for all officers and directors of your organization: NAME POSITION INDIVIDUAL'S FIRST MI LAST or TITLE HOME ADDRESS GITY ZIP STATE C John K. Huy Pres. 2726 School Dr Cynthia A. Huy Sec. 2726 School Dr Henry W. Patten V.P. 525 E. Tucker Edna H. Patten Treas. 525 E. Tucker Dennis M. Smith V.P. 2736 Fields Av 6. List the following for all individuals, co- partnerships, companies, and /or corporations owning 5% or more of your organization (Applicant): St. Melbourne FL 32901 e.SE Palm Say FL 32909 PERCENT NAME OWNED ADDRESS John K. Huy 33.3% 2726 School Dr. Henry W. Patten 33.3% 525 E. Tucker St. Dennis M. Smith 33.3% 2736 Fields Ave. SE 7.List the following for all co- partnerships, companies and /or corporations in which your organization has at least 10% ownership: ZIP CITY STATF- rnn� Palm Ba FL 32 Melbourne FL 32901 Palm Ba FL 32909 L:7— — — PERCENT NAME nWmp :n A nn=ZIP n _._. . Palm Say F FL U r- Palm Bay F FL 3 32905 St, M Melbourne F F PERCENT NAME OWNED ADDRESS John K. Huy 33.3% 2726 School Dr. Henry W. Patten 33.3% 525 E. Tucker St. Dennis M. Smith 33.3% 2736 Fields Ave. SE 7.List the following for all co- partnerships, companies and /or corporations in which your organization has at least 10% ownership: ZIP CITY STATF- rnn� Palm Ba FL 32 Melbourne FL 32901 Palm Ba FL 32909 L:7— — — PERCENT NAME nWmp :n A nn=ZIP n _._. . PERCENT NAME nWmp :n A nn=ZIP n _._. . DETAILS RELATIVE TO ASSETS (Continued) FCRM375a2a -32 CONTRACTS ADMIN sTRATioN - vm ❑-O,- I, the undersigned, do hereby declare that the foregoing statements are true and correct, all as of the date hereinafter set forth, and that those examining this document have my permission to contact any or all of those parties listed in this questionnaire. Incorrect or misleading statements in this questionnaire shall be grounds for a determination of nonresponsibility with respect to such contractor. (TYPE OR PRINT COMPANY NAME) 1!1�50 -Dar1f(1) t \X N. C. TF LMBAy FL 3290 (TYPE OR PRINT ADDRESS) Access Roads, water & Sewer Sebastian Municipal Airport Bid Forms I=nter wor'A classes from those listed an page 19. EXAtiIi�LE Mork performed was Grading Landscaaing and Bridge ..... .. Painting . then enter 3 10e, 1 P. etc FORid 375-02432 CONTRACTS ADWMSTRATJON. 12M Page 15 d M What contracts and subcontracts has your organization completed in the past three (3) years? vuucxrt hNMUU .11 OF CLASSES YEAR WHERE LOCATED NAME AND ADDRESS OF OFFICIAL WORK WORK" COMPLETED CITY - COUNTY TO WHOM YOU REFER oC>A+cnntieen WS—t me City of 4bst Melbourne $1,051,386 4,6 2002 Brevard. bastian ian River County 908 883 3, 9, 4, 6 2002 Sebastian Indian River County 623,608 3, 9, 4, 6 2002 Indian River Vero Eeach, FL Melbourne ( of Melbourne 123,453 9 2002 Brevard Melbourne, FL I=nter wor'A classes from those listed an page 19. EXAtiIi�LE Mork performed was Grading Landscaaing and Bridge ..... .. Painting . then enter 3 10e, 1 P. etc ATTENDANCE LOG SHEET PRE - CONSTRUCTION MEETING AIRPORT ACCESS ROADS, SEWER AND WATER ,IDLY 03, 2003 —1 :30 PM Name,n Company Phone Jesus M. Vieiro e4,J City of Sebastian —Purchasing 772 589 -0743 � LPA &90 LIP *,:F) -306 -0z€ao walz Deo Cav 7Z-�-7?571 Purchasing General Services Department M! GTY OF HOME Of PLLICAN ISLAND GENERAL SERVICES ADMINISTRATOR A OIWSION OF rNE OFFICE OF THE CITY MANAGER 1225 MAIN STREET- SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 388 -8241 FAX (772) 581 -0149 E- MAIL= pwagner @cityofsebastian.org BID DOCUMENTS MUNICIPAL AIRPORT ACCESS ROADS, WATER AND SEWER PREPARED BY CITY OF SEBASTIAN GENERAL SERVICES IN COOPERATION WITH THE SEBASTIAN MUNICIPAL AIRPORT CONTACT: Mr. Jesus M. Vieiro, Buyer (772) 589.0743 jwieiro @cityofsebastian.org APRIL 2003 CITY OF SEBASTIAN - BID ACCESS ROADS, WATER AND SEWER TABLE OF CONTENTS I NOTICE OF INVITATION TO BID 2. BID PRICE SCHEDULE FORMS (BPS -I THROUGH BPS -5) 3. INSTRUCTIONS FOR BIDDERS (IB -1 THROUGH TB-5) 4. BID SUBMITTAL FORMS (B -1 THROUGH B -9) 5. BIDDER'S QUALIFICATION QUESTIONNAIRE (13-10 THROUGH B -14) 6. ATTACHMENT `A' FORM OF AGREEMENT WHICH INCLUDES a. GENERAL TERMS b. DRUG FREE WORKPLACE FORM e. PUBLIC ENTITY CRIlVIES FORM 7. ATTACHMENT B' WHICH INCLUDES a. GENERAL PROVISIONS b. TECHNICAL SPECIFICATIONS and PLANS IMPORTANT NOTICE TO BIDDERS!!!!! SUBMIT TWO (2) SETS OF THE BID AS FOLLOWS I. BID PRICE SCHEDULE FORMS COMPLETELY FILLED OUT AND SIGNED 2. BID BOND 3. PROOF OF INSURANCE AS REQUIRED IN THE INSTRUCTIONS FOR BIDDERS 4. PROOF OF LICENSES 5. DRUG FREE WORKPLACE FORM EXECUTED 8. PUBLIC ENTITY CRUvMS FORM EXECUTED 9. BID SUBMITTAL FORMS (13-1 THROUGH B -9) jp. BIDDER'S QUALIFICATION QUESTIONNARE (B -10 THROUGH B -14) .11. REFERENCES INCLUDING ADDRESS AND PHONE NUMBER TO CONTACT FAIL URE TO SUBMIT THE ABOVE MAY SUBJECT YO UR BID TO REJECTION. READ ALL OF THE BIDDING DOC UMENTS PROVIDED AND THEN SUBMIT YO UR BID ACCORDINGLY. NOTICE OF INVITATION TO BID SEALED BIDS FOR A LICENSED FIRM TO CONSTRUCT ROADS, AND FURNISH AND INSTALL SEWER AND WATER LINES AT THE MUNICIPAL AIRPORT, WILL BE ACCEPTED BY THE CITY OF SEBASTIAN, 1225 MAIN STREET, SEBASTIAN, FLORIDA 32958, UNTIL 2:00 P.M. ON, JUNE 9, 2003. BID ENVELOPES ARE TO BE MARKED AS FOLLOWS: BID: ACCESS ROADS, WATER AND SEWER OPEN: JUNE 9, 2003 0_0 2:00 PAL The City of Sebastian is seeking bids from licensed firms to construct access roads, install sewer and water lines, and perform other improvements at the Municipal Airport. The Contractor shall be able to be properly licensed in the City of Sebastian, and shall show Proof of Insurance to conduct its business, with all licenses, permits, and certificates as required by all local, State of Florida, and Federal agencies. Vendor must be capable of obtaining the appropriate licenses and certificates in the City of Sebastian. Firms interested in preparing a bid may pick up or request a complete bid package from the Office of General Services 772 -388 -8203. Bid package fee $35.00. AU items bid shall conform to the Contract Documents in their entirety, and no bid shall vary from the Contract Documents unless specifically approved in advance in writing by the City. Any bids received without Bid Bond equal to 5% of the base bid amount, Public Entity Crime Form, Drug Free Workplace Form, Proof of Insurance (in the amounts specified in the Contract Documents), and Bidder's Qualification Questionnaire, may be considered incomplete and immediately disqualified. Any person or affiliate who has been placed on the convicted vendor list fallowing conviction for a public entity crime may not submit a bid as proscribed by Section 287.133, F.S. A Payment and Performance Bond equal to one hundred percent (100 %) of the Agreement price shall be required on this project, and shall be provided by the successful bidder at the time of the execution of the agreement. This contract contains a liquidated damages clause of $ 100.00 per calendar day. Questions concerning this project should be directed to Jesus M. Vieiro, Buyer (772) 589 -0743. A mandatory pre -bid conference has been scheduled for May 16, 2003 @ 2 :00 P.M., at the address stated above in City Hall. Attendance is mandatory for all bidders. Bids duly submitted will be publicly opened and read aloud at date and time specified above, in City Hall. The City reserves the right to reject any and all bids, or to accept any bid or portion thereof deemed to be in the best interest of the City, and to waive any non - substantial irregularities. Paul L. Wagner General Services Administrator CITY OF SEBASTIAN -BID PROPOSALS ACCESS ROADS, WATER AND SEWER Item Spec. Item Description No. No. BID PROPOSAL PRICE SCHEDULE Quantity Unit Unit Price Extension 1 101 -1- MOBILIZATION 1 LS - - - - - - - - $ - - - - $ 102 -1 TRAFFIC CONTROL 1 LS $ $ 104 -13 SILT FENCE 4,000 LF $ $ 110 -1 -1 CLEARING AND GRUBBING 4.94 ACRE $ $ 120 -1- EXCAVATION REGULAR 1,402 CY $ $ 160-4 - TYPE B STABILIZATION 10,500 SY $ $ 162 -3- FINISH SOIL LAYER (6" THICK) 7,000 SY $ $ 8 440 -77 UNDERDRAIN CLEANOUTS 9 EA $ $ 440 5" PERFORATED UNDERDRAIN 1,100 LF $ $ 10 440 6" PERFORATED UNDERDRAIN 820 LF $ $ 11 440 8" PVC 590 LF $ $ 12 425 TYPE C DBI MODIFIED 1 EA $ $ 13 425 H MODIFIED INLET (H1 AND 2 EA $ $ 2PE 14 430 -98a RED END SECTION FOR 15" 2 EA $ $ .. .......... RCP 15 430 -98a ...... -._ ......... RED END SECTION FOR 18" _..._._�_�,__- 15 EA ..._..._.. $ _..- - .- .._ ..... ._ _ --- -- -- - - - --- $ RCP _... ---_.....-_ 16 430 -98a ....... ..... ..._..____..- MITE END SECTION FOR 36" ....- .- .___._ 1 EA $ - ----------- �._ $ E r17 200 LIMEROCK BASE 1,600 CY $ $ 18 300 -1 -1 BITUMINOUS MATERIAL (PRIME 5,000 GAL $ $ - COAT) _...— ............. ... ..... -- -- . _ 19 331 -2- TYPE'S'ASPHALTICCONCRETE 840 TON $ $ i 0 SP DITCH BLOCKS 4 EA $ $ -1 ... ... ..120E.72__...1.„ RCP, ...CLASS ..ill_.___._._.. _. 58. - LF._.._ $ $ 2 280 -172- 18" RCP, CLASS III 440 LF $ $ 23 380 -172- 36" RCP, CLASS III 90 LF $ $ 24 520 CONCRETE CURB AND GUTTER 1,100 LF $ $ 5 530 RIPRAP 40 TON $ $ 6 570 GRASSING (SEEDING) 3.00 ACRE $ $ 27 575 -1 SODDING 4,000 SY $ $ 28 710 -24- 6" SOLID TRAFFIC STRIPE 7 300 LF $ $ 61 (YELLOW) BPS -1 Z-5d8 $ 7 kVMIX41I30INDN3 )VNVV4 $ si 1, SH3OVdS A /M 3did ENISVO -331S..9�J- 9OZ $ $ V3 ..... 9 - ------ 1N10d -IV0190101�13iOV x 3ldVJVS 8 $ S-1 1, 83dvInr Alddns 2M41AA AdMJO&Oi 413 44 (313IcIVY00) A ,kl81N3SSV INVd(IAH 3HIA $ $ 413 9 (EIAIMOO) 901A;13S H3141MA n $ VA 4 dois dHOO T d411 3d 03010IN-Mid.4 $ V3 6 3A-1VA 3141E) 3003M (1110SA $ V3 z 4 3A-141A 3IIVD AOCIBM (3110S ..g $ $ d7 4 3AI41A E)NIddVI..9 b 413 z 3A-1VA ONIcJdVi..8 d $ 413 4 3A33-16 E)NlddV1 ,,9 x..Zl, 0 413 z 9A33IS E)NlddV-L.,g x,Zl. u 413 9 SN3NIV81938 dI0 /0Ad.9 w $ 413 OM Sa3NIV2iMU diQI0Ad.,8 I $ 413 c S213NIVdiS321 3d(]H.9 I $ V3 t'4 SH3NIVILLS3H 3d0H,.8 $ NOI 4 SSNILLIJ 413 4 SNOIJLV-1�ViSNI L4 AN09 IVNOLLDD�JIGA $ V3 9 SN0IIV9IViSNI 32l09 IVN01103810 =n 017 ....9 3d(]H,.9 =1-1 oz dIU A $ DAd IL9 p . ......... Ti 09L DdGHA ---- ------- ----- $ ji I.ts dIG.,9 —$ 3-1 L6Z'I, OAd..R e 301A213S 2MVMA 1,092 oc $ VA 9 NOIS dOJLS OOL 6Z: UOISUG)X3 80]Jd4!un wn fqpuent) uoildijosa(] wall 'ON 'ON -osdS well ginG3HOS 30IMd -lVS0c:f0Hdais 2I3m3s umv -dgivm,sclvo-d ssgoDv SIVSOdO'dd Gig-MVIISVI33S AO AM CITY OF SEBASTIAN -BID PROPOSALS ACCESS ROADS, WATER AND SEWER BID PROPOSAL PRICE SCHEDULE Item Spec. Item Description Quantity Unit Unit Price Extension No. No. as SURFACE RESTORATION OF1 LS $ $ TAXIWAY ab SURFACE RESTORATION 1 Total Base Bid: Additive Alternate Bid Items: Additive Alternate 1: Runway Road East Item Spec. Item Description No. No. LS $ Quantity Unit Unit Price Extension 1 104 -13 SILT FENCE 1,000 LF $ $ 2 110 -1 -1 CLEARING AND GRUBBING 1.08 ACRE $ $ 120 -1- — EXCAVATION REGULAR ....,_._..- _...__1,960.. 598 CY $ .r._._._-------- $ .- _---- _- ._-... 160-4 - TYPE B STABILIZATION SY_............_...._ .__......__. -.. $ 162 -3- FINISH SOIL LAYER (6" THICK) 1,400 SY $ $ 6 440 -77 UNDERDRAIN CLEANOUTS 3 EA $ $ 440 5 "' PERFORATED UNDERDRAIN 550 LF $ $ I 425 TYPE C DBI MODIFIED 1 EA $ $ 430 -98a __ " . _.._ ... - ._ .............. _..._. RCS RED END SECTION FOR 15" 2 ...._._._..... -_ EA - __ .r . _ $ __ ._...._......._.,.._.__. _ ...,._.,.. _ __. $ j10 430 -98a RED END SECTION FOR 18" 1 $ $ RCP 11 200 LIMEROCK BASE 300 CY $ $ 12 300 -1 -1 BITUMINOUS MATERIAL (PRIME 925 GAL $ _ $ COAT} __ —� 13 331 -2- TYPE 'S' ASPHALTIC CONCRETE 160 TON $ $ '14 423 -172 ___ ___ _...... ._._....... _.._.__ 15" RCP, CLASS III 51 _ LF _ $ — _ $ ....... — ._._. ._._....._ 15 X50 -172 - 18" RCP, CLASS III 51 _ LF _ -- ___._ .. $ - _ -_ $ 16 570 GRASSING (SEEDING) 0.70 ACRE $ $ 17 710 -24- 6'" SOLID TRAFFIC STRIPE 1,600 LF $ $ 61 (YELLOW) 18 700 STOP SIGN 1 EA $ $ Total Additive Alternate 1: $ BPS -3 tr-sd$ -umo sii uo pums of ICptai aq ism oDud „alea.iallb' anilrppd Cue snld pig asug Is1oZ„ gaea JO ,,001'd pig aseg Ielo.L„ agl aaoJaaagd, •aAlsuodsaa pue aigisuodsaa g;oq si aapp!g aq; 21ulplAoad `/Aolaq palsil siseq pnmv aql jo flue ioj p!q aaiad ;samol aq; uo paseq alaoA*, art# p umv of jg3ta aqj saAaas0.1 A!j aqs -altp 2utuodo piq 2uimolioj step (Q9) Maxis joj uu umuoj llugs 11aigm aoud paluindils molaq 3111 joj umisegas 3o Al!:) alp 11lim uiaioq paluls sluauznoop lit 3o suorltpuoa pue suual a11l llt of scar t put 1X1ra 3111. Xg aailou sXep aupuaita aAijnaasuoa (p 0 ual urgwA luauraar& pies oiui muo o1 saoi t ,rolatrluoZ) oqi `ltsodord prq sell spun aizom Xuu papiumt ji •pnu4 .zo uoisnlloo lnoglim put, aitj slaadsw lie ui si piq aq1 lt11l put asodmd auras 0111 aoj piq t 2urllturgns uut io `uoil- modaoo `uosrad fun gjpA uoilaauuoo ao `luawaoi t `Suiputlszapun .zarllo Xut 1no111tm apum si lusod0-1d pig s1gl IMP saa12t .tolot4wo a111 `moloq aznitugis a11l ,fig •ponssi aq Sm 11oigm tpuappV Cut J0 OAisniaui (on) si palonb (s)amird aril •anoqu palonb saaud a11l aoj uiarat; g1joj In su suolingpAs aq1 ffuipaaaxa 10 2url00ur saarAMS uopanrlsuoo a11l aprnoid of kiussaaau sluualuui put stool `luauzdinba `rogtl `uorsinradns ail lit qsmmi j put apiAoxd of put `sluaumoop as;)gl jo sluauzatinboi 0111 Tine. Xiiuuojuoo louts ui pau.uopod oq of pamnbw BurgOoA2 uuojlad of sosodoad Xga.ra11 `NJOM aril Builoaigt alnpa113s aunt put `suorlrpuoa uorltaol a11l put alis laafoid aril `urara11 pajusodrom slumnoo(i guippig v 1uamw2v agjjo lit tpm zuipwuj XlgOnoaogl aur000q SuiAuq `pauSisaapun 011.E •anoge umogs „saleujalld ppV,, all 6uipnloui pig aseg 9u1 uo spiq livagns Ism x{34(318 a'ql $ S-1 d3 ............. b3 Ol V'3 :Z a;euJajlV" aAI]IPPV Idol NOLLV80iS38 33` =lUnS £ =Imdn 31VO 30CI3M 0110S A t 3n�en ado 3bd3AA C11l0S J, ti S?ANIV US31 � Dnd ,,b zz z o'£ £'0 S2 9 V'ii1S323 0nd ..9 �.9 3A-IVA 3SV3-13�1 ad ouviNoind SJNlllld N011a"MVISN1 32208 -1dN01133dla 3daH „9 $ $ do 09 3d1d N022I B-no 1a ,.9 - $ _ $ d1 09tr L _... - 0nd ,.9 _.__ .............. ...... ...�..- ._...- .-...-..e. __..- ....._._......_ _._...._......_.._..__._ - - -... 3N1� 113M3SYAti'V'liNflS 0092 uolsua ;x3 aaud wn ;Iu } l ;uenb uol ;di�asaQiva }I_... _. _...._ oN 'ON 'aadS wall eul -l.janmaS I-iellueS :Z alEW031V 0nl3lPPV -Hgm3s GKV 1I3.Lvm `savo-d ss30 :)v S1VS0d011d Qlg -I VIISa83s 30 ,k11D CITY OF SEBASTIAN -BID PROPOSALS ACCESS ROADS, WATER AND SEWER AWARD BASIS: 1. LOWEST BASE BID AMOUNT 2. LOWEST TOTAL OF BASE BID AND Additive ALTERNATE 1 3. LOWEST TOTAL OF BASE BID AND Additive ALTERNATE 2 4. LOWEST TOTAL OF BASE BID AND Additive ALTERNATES 1 AND 2 If awarded this bid, the Contractor agrees to enter into a contract within ten (10) consecutive calendar days of Notice of Award by the city, and agrees to all the terms and conditions of all documents stated herein with the City of Sebastian at the above stipulated prices which shall remain firm for sixty (60) days following bid opening date. Failure to execute the Contract as stipulated above may result in the forfeiture of the Bid Bond in its entirety. The Quantities indicated on this Bid are estimated and shall only be used for the purpose of Bid Evaluation and Award. The estimated Bid Quantities do not constitute a guarantee of work. The Vendor agrees that that the prices quoted have taken in consideration that the Actual Quantities may exceed or may be lower than the estimated Quantities indicated on this Bid. CONTRACTOR WARRANTS TOTAL CONTRACT COMPLETION TIME SHALL NOT EXCEED 120 CONSECUTIVE CALENDAR DAYS. Authorized Signature Printed Name Firm Name & Address Title Phone Number Date Signed BPS -5 CITY OF SEBASTIAN INSTRUCTIONS FOR BIDDERS PRE -BID CONFERENCE (ONLY IF CALLED FOR IN THE NOTICE OF INVITATION TO BID) A mandatory pre -bid conference shall be held at the City of Sebastian City Hall, at the time and date specified in the Notice of Invitation to Bid. All prospective bidders are required to attend this conference. Questions concerning the project or bid requirements may be addressed at this time. 2. REQUIRED COPIES Two (2) sets of bids shall be submitted on the Bid Proposal Price Form provided, including any other forms, proofs, and documents as required. SEALED BIDS Bids shall be enclosed in a sealed envelope which shall show (lower left corner) the name of the Bid, and the date and time of opening. The envelope shall also show the name and address of the Bidder. The Bid shall be submitted as stipulated in the Notice of Invitation to Bid. 4. BIDS NOT CONSIDERED Bids not considered are Late Bids, telegraphed or faxed Bids and bids which do not conform to the instructions contained in the Notice Of Invitation To Bid. Bids may be withdrawn by fax or telegraph provided that such notices are received prior to the date and time specified in the Invitation. 5. BID OPENING Bidders are welcome to attend the bid opening; however, attendance is not mandatory. Opening of the Bids will commence at the date and time specified in the Notice Of Invitation To Bid, and publicly read aloud, providing one or more Bidders are in attendance. The Purchasing Agent or his designee shall be present at all Bid openings. 6. BID EXAMINATION Bid files may be examined during normal working hours, ten (10) days after bid opening, by appointment only, by contacting the City Clerk's office at 772 -589 -5330. 7. REQUIRED INFORMATION Bidders shall follow all instructions and provide all information requested on the Bid Proposal Price Form. Bidders wishing to qualify all or any portion of the bid shall provide a hand printed or typed explanation on the bid or separate attachment to be submitted with the bid. 8. ACCEPTABLE BIDS Bid proposals shall be typewritten or filled in with ink. Any erasures or corrections enlist be initialed by the Bidder in ink. I: NEW EQUIPMENT AND MATERIALS Prices shown on the bids shall be prices for new equipment and materials, and the successful bidder shall warrant same for a period of not less than one (1) year from the installation date, or as otherwise stated. 10. SALES TAX Although the City of Sebastian is exempt from Federal and State Sales and Use taxes, Contractors or Vendors doing business with the City are not exempted from paying said taxes to their supplier for goods or services purchased to fulfill the contractual obligations with the City, nor shall any Contractor or Vendor be authorized to use the City's Tax Exemption Number in securing such materials. 11. CONFLICT OF INTEREST Contract Award is subject to provisions of State Statutes and City Ordinances. All Bidders must disclose with their bid the name of any officer, director, or agent who is also an employee of the City of Sebastian; further, all Bidders must disclose the name of any City employee who owns, directly or indirectly, an interest of ten percent (10 %) or more in the Bidder's firm or any of its branches. Should the successful Bidder permanently or temporarily hire any City employee who is, or has been, directly involved with the Bidder prior to or during performance of the resulting contract, the Agreement shall be subject to immediate termination by the City. 12. LICENSING, CERTIFICATION, AND /OR REGISTRATION Contractors must show their current occupational license, as well as any licenses required by Chapter 489, F. S., Section 62C -20 (F.A.C.), and/or by the US EPA, FL DEP or the FL Department of Agriculture and Community Affairs. All licenses shall be up to date. Contractors must show their current Contractors license. Prior to start of work, if the Bidder is a State Certified General Contractor, the Bidder must be registered with the City of Sebastian; if the Bidder is a State Registered General Contractor, then the Bidder must hold a Competency Card with the City. In any event, the Contractor shall contact Kathy Nappi, the Administrative Assistant at the Building Department 772 - 589 -5537 and insure compliance with all City ordinances, rules and regulations, including Building Permits if required. Lack of knowledge by the Bidder shall in no way be a cause for relief from responsibility. Failure to comply with the above may result in the rejection of the Bid. Two (2) copies of any license, or certification as required shall be submitted with the bidding documents. A certificate or letter showing compliance with the City's Contract Licensing requirements must be obtained from the City's Building Department, and is required on this project prior to execution of a contract, and shall be submitted to the Purchasing & Contract Administrator with any payment/performance bonds which may be required. In essence, this authorizes you to perform work in the City of Sebastian. Any Sub - Contractors) must also be certified. I1: I I. CORRECTIONS, CANCELLATION, & WITHDRAWAL A. Bidders may be asked to provide further information after bid opening to determine the responsibility of the vendor. B. Waiver of Technicality: Information shall not be considered after the bid opening if it has been specifically requested to be provided with the bid and becomes a matter of responsiveness. The bid shall be considered responsive if it substantially conforms to the requirements of the Invitation to Bid. The City may waive any informality, technicality, or irregularity on any bid. A minor or non- substantive lack of conformity may be considered a technicality or irregularity which may be waived by the City. C_ Mathematical Errors: Errors in extension of unit prices or in mathematical calculations may be corrected. In cases of errors in mathematical computations, the unit prices shall not be changed. D. Cancellation or Postponement: The Purchasing & Contract Administrator may cancel or postpone the bid opening or cancel the Invitation to Bid in its entirety. E. Withdrawal: Prior to any published bid opening date and time, a bidder may withdraw his or her bid in writing. A fax is permitted for this purpose, provided a confirming telephone call is made. F. Amendments: Prior to any published bid opening date and time, a bidder may amend the bid provided that it is in writing, in a sealed envelope, and identified. 14_ AVAILABILITY OF FUNDS The obligations of the City of Sebastian under this award are subject to the availability of funds lawfully appropriated for its purpose by the City Council of the City of Sebastian. 15. PUBLIC ENTITY CRIMES Any person or firm submitting a bid in response to this invitation must execute the attached SWORN STATEMENT UNDER SECTION 287.133, FLORIDA STATUTES, PUBLIC ENTITY CRIMES, including proper check(s) in the space(s) provided, and enclose it with said bid. 16. DRUG-FREE WORKPLACE The Drug -Free Workplace form, as attached hereto, shall be submitted with the bidding documents. 17. BID GUARANTEE The Bidder warrants that the unit prices, terms, and conditions quoted in the bid will be firm for acceptance for a period of not less than sixty (64) days from the bid opening date. Such prices will IB -3 remain firm for the period of performance of resulting purchase orders or contracts which are to be performed. 18. BID BOND (ONLYIF CALLED FOR IN THE NOTICE OF INVITATION TO BID) A Bid Bond equal to five percent (5 %) of the bid amount shall be required on this project, and must be submitted along with two (2) copies of the Bid, failure to do so will automatically disqualify the Bid. Unsuccessful bidders shall be entitled to a return of surety after final award of bid. A successful bidder shall forfeit the amount of its security upon failure on his part to execute a agreement within ten (10) days after receipt of a proposed agreement from the City unless the time for executing the agreement is extended by the City. 19. PAYMENT AND PERFORMANCE BONDS (ONLYIFCALLED FOR IN THE NOTICE OF INVITATION TO BID) A Payment and Performance Bond equal to one hundred percent (100 %) of the Agreement price shall be required on this project, and shall be provided by the successful bidder at the stipulated time of the execution of the agreement, failure to do so shall cause said bidder to be in default and forfeit his Bid Bond in its entirety. (Sample Forms are provided for information purposes.) NOTE: BID BOND AND PAYMENT AND PERFORMANCE BOND REQUIREMENTS: The bond(s) shall be provided by a surety company authorized to do business in the State of Florida, and approved by the City. In lieu of a bond(s) the contractor may furnish as security in favor of the City a certified check, a cashiers check or an irrevocable letter of credit. The check or letter of credit shall be drawn on or issued by a bank authorized to do business in the State of Florida. The form of the check or letter of credit must be approved by the City. Attorneys -in -fact who sign Bonds must file with each bond a certified and effective dated copy of their Power - of Attorney. Surety companies executing Bonds must appear on the Treasury Department's most current list (Circular 570 as amended), and be authorized to transact business in the State of Florida. 20. LIQUIDATED DAMAGES (ONLY IF CALLED FOR IN THE NOTICE OFINVITATION TO BID) The City shall be entitled to liquidated damages in the amount of one hundred Dollars ($100.00) per day for every day that the Contractor is late in completing the work requirements for each Phase as stipulated in the agreement, and bidding documents. Said damages shall be deducted by the City from monies due Contractor. 21. INSURANCE All bidders shall submit evidence of insurance as follows; Auto Liability, Workers Compensation, and General Liability. Cost for all insurance shall be born by the bidder. All insurance shall be ff' acceptable to the City in its sole discretion. 22. BID AWARD The contract/agreement will be awarded to the lowest responsive and/or responsible Bidder whose bid, conforming to the specifications and instructions For Bidders, will be most advantageous to the City in consideration of price, time of performance, and other factors as determined by the City. 23. REJECTION OF BIDS The City reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time, or changes in the work, and to negotiate contract terms with the successful Bidder, and the right to disregard all non- conforming, non - responsive, imbalanced, or conditional Bids. More than one Bid from an individual, firm or association under same or different names, will not be considered. Any or all Bids will be rejected if there is reason to believe that collusion exists among the Bidders, and no participants in such collusion will be considered in future proposals for the same work. 24. REFERENCES References are required and must be submitted with the Bid proposal form. Failure to submit references as required may disqualify your Bid. Name and phone number to contact shall be included. 25. LIST OF SUB - CONTRACTORS A list of Sub- Contractors is required and must be submitted with the Bid proposal. Failure to submit a list of Sub- Contractors may disqualify your Bid. 26, COOPERATIVE PURCHASING It is the intent of the Notice of Invitation to Bid to secure goods or services to be used by the City of Sebastian. However, by virtue of bidding, the Bidder accepts the right of other Government Entities to "piggyback" purchase from this proposal by mutual consent. Any such purchase shall be separate and apart from the City of Sebastian, and said City assumes no liability for such action. 27. DISCRIMINATION The Bidder /Contractor shall not practice or condone personnel or supplier discrimination of any nature whatsoever, in any manner proscribed by Federal or State of Florida laws and regulations. 28. DBE PARTICIPATION The following goals are set forth for DBE participation: Minimum Disadvantage Business Enterprise goals for this project (percentage of 10'% dollar value of base bid). M., FORM OF NONCOLLUSION AFFIDAVIT (This Affidavit is Part of Bid) STATE OF COUNTY OF being first duly sworn, deposes and says that he is (Sole owner, a partner, president, secretary, etc.) ) SS. } of the party making the foregoing Proposal or BID that such BID is genuine and not collusive or sham; that said BIDDER has not colluded, conspired, connived, or agreed, directly or indirectly, with any BIDDER or person, to put in a sham BID, or that such other person shall refrain from bidding, and has not in any manner, directly or indirectly sought by agreement or collusion, or communication or conference, with any person, to fix the Bid Price of a#fiant or any other BIDDER, or to fix any overhead, profit or cost element of said Bid Price, or of that of any other BIDDER, or to secure any advantage against OWNER any person interested in the proposed Contract; and that all statements in said Proposal or Bid are true; and further, that such BIDDER has not, directly or indirectly submitted this BID, or the contents thereof, or divulged information or date relative thereto to any association or to any member or agent thereof (Bidder) Sworn to an subscribed before me this day of , 200_. My Commission expires (SEAL) Access Roads, Water & Sewer Sebastian Municipal Airport Notary Public in and for County IC1 10 Bid Forms EQUAL OPPORTUNITY REPORT STATEMENT AS REOUIRED BY 41 CFR 60- 1.7(b) (THIS REPORT IS PART OF THE BID) The Bidder (Proposer) shall complete the following statement by checking the appropriate blanks. Failure to complete these blanks may be grounds for rejection of bid: The Bidder (Proposer) has has not developed and has on file at each establishment affirmative action programs pursuant to 4I CFR 60 -1.40 and 41 CFR 60 -2. 2. The Bidder (Proposer) has has not participated in any previous contract or subcontract subject to the equal opportunity clause prescribed by Executive Order 11246, as amended. 3. The Bidder (Proposer) has has not filed with the Joint Reporting Committee the annual compliance report on Standard Form 100 (EEO -I Report). 4. The Bidder (Proposer) does does not employ fifty (50) or more employees. NAME OF BIDDER: TITLE: DATE: Access Roads, Water & Sewer Sebastian Municipal Airport Bid Forms CERTIFICATION OF NONSEGREGATED FACILITIES The federally assisted construction Contractor certifies that he does not maintain or provide, for his employees, any segregated facilities at any of his establishments and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction Contractor certifies that he will not maintain or provide, for his employees, segregated facilities at any of his establishments and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction Contractor agrees that a breach of this certification is a violation of the equal opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment area, transportation, and housing facilities provided for employees which are segregated by explicit directives or are in fact segregated on the basis or race, color, religion, or national origin because of habit, local custom, or any other reason. The federally assisted construction Contractor agrees that (except where he has obtained identical certifications from proposed Subcontractors for specific time periods) he will obtain identical certifications from proposed Subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the equal opportunity clause and that he will retain such certifications in his files. Signature of Bidder Title Access Roads, Water & Sewer Bid Forms Sebastian Municipal Airport B -3 BUY ,AMERICAN CERTIFICATE (JAN 1991) By submitting a bid/proposal under this solicitation, except for those items listed by the bidder below or on a separate and clearly identified attachment to this bid/proposal, the offeror certifies that steel and each manufactured product, is produced in the United States (as defined in Article 23 of Instruction to Bidders "Buy American - Steel and Manufactured Products For Construction Contracts ") and that components of unknown origin are considered to have been produced or manufactured outside the United States. PRODUCT Signature of Bidder Access Roads, Water & Sewer Scbastian Municipal Airport Title COUNTRY OF ORIGIN Bid Farms CERTIFICATION REGARDING FOREIGN PARTICIPATION The Contractor or subcontractor, by submission of an offer and/or execution of a contract, certifies that it: a. is not owned or controlled by one or more citizens or nationals of a foreign country included in the list of countries that discriminate against U.S. firms published by the Office of the United States Trade Representative (USTR); b. has not knowingly entered into any contract or subcontract for this project with a contractor that is a citizen or national of a foreign country on said list, or is owned or controlled directly or indirectly by one or more citizens or nationals of a foreign country on said list; c. has not procured any product nor subcontracted for the supply of any product for use on the project that is produced in foreign country on said list. Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49 CFR 30.17, no contract shall be awarded to a contractor or subcontractor who is unable to certify to the above. If the contractor knowingly procures or subcontracts for the supply of any product or service of a foreign country on the said list for use on the project, the Federal Aviation Administration may direct, through the sponsor, cancellation of the contract at no cost to the Government. Further, the Contractor agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification without modification in each contract and in all lower tier subcontracts. This contractor may relay upon the certification of a prospective subcontractor unless it has knowledge of the certification of erroneous. The Contractor shall provide immediate written notice to the sponsor if the contractor learns that is certification or that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances. The subcontractor agrees to provide immediate written notice to the contractor, if at any time it learns that its certification was erroneous by reason of changed circumstances. This certification is a material representation of fact upon which reliance was placed when making the award. If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous certification, the Federal Aviation Administration may direct, through the sponsor, cancellation of the contract or subcontract for default at no cost to the Government. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith, the certification required by this provision. The knowledge and information of a contractor is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. This certification concerns a matter within the jurisdiction of an agency of the United State of America and the making of a false, fictitious, fraudulent certification may render the maker subject to prosecution under Title 18, United States Code, Section 1001. Signature of Contractor Title Access Roads, Water & Sewer Bid Forms Sebastian Municipal Airport B -S CERTIFICATION REGARDING DEBARMENT, SUSPENSION INELIGIBILITY, AND VOLUNTARY EXCLUSION The bidder /offeror certifies, by submission of this proposal or acceptance of this contract, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. It further agrees by submitting this proposal that it will include this clause without modification in all lower tier transactions, solicitations, proposals, contracts, and subcontracts. Where the bidder /offer /contractor or any lower tier participant is unable to certify to this statement, it shall attach an explanation of this solicitation/proposal. Signature of Contractor Access Roads, Water & Sewer Sebastian Municipal Airport I: Title Bid Forms FLORIDA TRENCH SAFETY ACT CERTIFICATION AND DISCLOSURE STATEMENT The undersigned acknowledges the requirements of the Florida Trench Safety Act., F.S., (Section 5 53.60 et. seq. Florida statutes), and hereby commits the Bidder to the following in the performance of the work in the event that the subject contract is awarded to and executed by said Bidder. The Bidder further acknowledges that the Florida Trench Safety Act, (the Act) establishes the Federal excavation safety standards set forth at 29 CFR Part 1926, Subpart P as the Interim State Standard until such time as the State of Florida, through its Department of Labor and Employment Security, or any successor agency, adopts, updates or revises said interim standard. This State of Florida standard may by supplemented by special shoring requirements established by the State of Florida or any of its political subdivisions. 2. The Bidder, as Contractor, shall comply with all applicable excavation/trench safety standards. 3. The Contractor shall consider the geotechnical data available from the City, if any, the Contractor's own sources, and all other relevant information in providing the trench safety system to be employed on the subject Project. The Contractor acknowledges sole responsibility for the selection of the data on which he relies in providing the safety system, as well as for the system itself 4. The amounts that the Bidder has set forth for pipe installation includes the following excavation / trench safety measures and the linear feet of trench excavated under each safety measure. These units, costs, and unit prices shall be disclosed solely for the purpose of compliance with procedural requirements of the Act. No adjustment to the Contract time or price shall be made for any difference in the actual number of linear feet of trench excavation, except as may be otherwise provided in these Contract Documents. Trench Safety Units of Measure Unit Unit Cost Extended Cost Measure (Description) (LF, SF) (Quantity) a. b. C. d. e. Access Roads, Water & Sewer Bid Dorms Sebastian Municipal Airport B -7 For Information Only, Not for Payment Purposes $ Bidder may use additional sheets as necessary to extend this form. Failure to complete the above may result in the bid being declared non - responsive. S. The amount disclosed is the cost of compliance with the applicable trench safety requirements does not constitute the extent of the Contractor's obligation to comply with said standards. Contractor shall expend additional sums at no additional cost to the County, if necessary, to comply with the Act (except as may otherwise be provided). 6. Acceptance of the bid to which this certification and disclosure applies in no way represents that the County or its representative has evaluated and thereby determined that the above costs are adequate to comply with the applicable trench safety requirements nor does it in any way relieve the Contractor of its sole responsibility to comply with the applicable trench safety requirements. Company Name and Title Address: Telephone: ) END OF FLORIDA TRENCH SAFETY ACT STATEMENT Access Roads, Water & Sewer Sebastian Municipal Airport M. � s Bid Forms PERFORMANCE OF WORK BY SUBCONTRACTORS The BIDDER. hereby states that he proposes, if awarded the Contract, to use the following subcontractors on this project: List below all proposed subcontractors and trade specialties and costs. (List only one subcontractor for each item.) Write on back or provide additional pages if additional space is needed. COST OF TRADE SUBCONTRACTOR SUBCONTRACTORS SPECIALTY WORK Access Roads, Water & Sewer Sebastian Municipal Airport TOTAL: Bid Farms BIDDER. QUALIFICATION QUESTIONNAIRE Submitted by Name of Bidder General Contractor's License # { ) An Individual ) A Partnership ( ) A Corporation Federal Identification # Principal Office Address; (1) How many years has your organization been in business as a contractor under your present name? (2) How many years experience in road and utility construction work has your organization had as a contractor? As a Subcontractor? (3) List below the requested information concerning projects your organization has completed in the last five (5) years for the type of work required in this project. (Use additional sheets if necessary). Include the type of work similar to the work included in this contract if possible. Project Contract Required Actual Name/Address/Tel Title Amount Completion Date Completion Date of Owner Access Roads, Water & Sewer Sebastian Municipal Airport C:H (4) Have you ever failed to complete any work awarded to you? If so, where and why? (5) Has any officer or partner of your organization ever been an officer or partner of some other organization that failed to complete a construction contract? If so, state name of individual, name of other organization, and reason therefore. (6) Has any officer or partner of your organization ever failed to complete any construction contract handled in his own name? If so, state name of individual, name of owner and reason therefore. (7) Give below any information which would indicate the size and capacity of your organization, including number of employees, equipment owned by your organization, etc., which are available for utilization on this Contract. (8) What is your bonding capacity? (9) What amount of your bonding capacity has been used as of the date of this bid? Access Roads, Water & Sewer Sebastian Municipal Airport I: Bid Forms (10) How many applications for performance and payment bonds have you made in the last three (3) years? (11) How many of these applications were not approved? (12) Have any claims been filed against your surety bond company in the last five (5) years? If so, describe the nature of the claims and give the names of the surety companies, dates of each claim, identifying numbers of each claim, amounts of each claim, and the status of each claim. (Use additional sheets if necessary.) (13) Have your company been in disputes or litigations in the last five (5) years over construction projects which are completed or still pending for completion? If so, describe the nature ofthe disputes or litigations and state the Owner's Name, Address, Telephone, and amount of disputes or litigations. (Use additional sheets if necessary.) Access Roads, Water & Sewer Bid Farms Sebastian Municipal Airport B -12 I, the undersigned, do hereby declare that the foregoing statements are true and correct, all as of the date hereinafter set forth, and that those examining this document have my permission to contact any or all of those parties listed in this questionnaire. Incorrect or misleading statements in this questionnaire shall be grounds for a determination of nonresponsibility with respect to such contractor. Access Roads, Water & Sewer Sebastian Municipal Airport (SIGNATURE OF BIDDER) (TYPE OR PRINT COMPANY NAME) (TYPE OR PRINT ADDRESS) B -13 Bid Forms ATTACHMENT `A' SEBASTIAN MUNICIPAL AIRPORT ACCESS ROADS, WATER AND SEWER CONSTRUCTION SERVICES AGREEMENT CONSTRUCTION SERVICES AGREEMENT ARTICLE I - The Contractual Relationship 1.0 EMPLOYMENT OF CONTRACTOR 2.0 AGREEMENT DOCUMENTS. 2.1 INTENT 2.2 ENTIRE AND SOLE AGREEMENT 2.3 AMENDMENTS 2.4 CONSTRUING TERMS 2.5 GOVERNING LAW AND WAIVER OF TRIAL BY JURY 2.6 TERM 3.0 DEFINITION OF TERMS 3.1 GENERAL 3.2 ACT OF GOD 3.3 ADDENDUM 3.4 AGREEMENT 3.5 A.S.T.M. DESIGNATION 3.6 BID or PROPOSAL 3.7 BID BOND or PROPOSAL GUARANTEE: 3.8 BIDDER 3.9 CHANGE ORDER 3.10 CONTRACT ADDENDUM 3.11 CONTRACTOR 3.12 DIRECTED, ORDERED, APPROVED & ETC. 3.13 ENGINEER 3.14 GENERAL CONDITIONS 3.15 INSPECTOR 3.16 LABORATORY 3.17 OWNER 3.18 PERFORMANCE AND PAYMENT BONDS: 3.19 PLANS 3.20 PROPOSAL 3.21 SPECIAL CONDITIONS 3.22 SPECIFICATIONS 3.23 SUBCONTRACTOR 3.24 SUPPLEMENTAL AGREEMENT 3.25 SURETY 3.26 WORK 3.27 WORK ORDER ARTICLE II - Performance 4.0 PLANS, SPECIFICATIONS AND RELATED DATA 4.1 INTENT OF PLANS AND SPECIFICATIONS 4.2 CONFLICT 4.3 DISCREPANCIES IN PLANS 4.4 DRAWINGS AND SPECIFICATIONS AT JOB SITE 4.5 DIMENSIONS 4.6 SAMPLING AND TESTING 4.7 SHOP DRAWINGS 4.8 QUALITY OF EQUIPMENT AND MATERIALS 4.9 EQUIPMENT APPROVAL DATA 4.10 SUBSTITUTION OF EQUIPMENT AND /OR MATERIAL 5.0 MATERIALS AND WORKMANSHIP 5.1 MATERIALS FURNISHED BY THE CONTRACTOR 5.2 STORAGE OF MATERIALS 5.3 REJECTED WORK AND MATERIAL 5.4 MANUFACTURER'S DIRECTION 5.5 SKILL AND CHARACTER OF WORKMEN 5.6 CUTTING AND PATCHING 5.7 CLEANING UP 5.8 CITY'S OWNERSHIP OF MATERIALS 5.9 GUARANTEE 6.0 CONSTRUCTION STAKING TO BE PERFORMED BY CONTRACTOR 6.1 PERSONNEL, EQUIPMENT AND RECORD REQUIREMENTS 6.2 CONTROL POINTS FURNISHED BY THE CITY 6.3 FURNISHING OF STAKE MATERIALS 6.4 LAYOUT OF WORK 6.5 SPECIFIC STAKING REQUIREMENTS 6.6 PAYMENT 6.7 COORDINATION WITH CITY 6.8 LOCATION OF EXISTING UTILITIES AND PIPING 7.0 PROGRESS AND COMPLETION OF WORK 7.1 CONTRACTOR'S OBLIGATIONS 7.2 START OF CONSTRUCTION 7.3 CONTRACT TIME 7.4 SCHEDULE OF COMPLETION 7.5 COORDINATION OF CONSTRUCTION /PRECONSTRUCTION CONFERENCE 7.6 PROPERTY OF OTHERS A. Public Ownership B. Private Ownership 7.7 PROTECTION OF EXISTING UTILITIES AND FACILITIES 7.8 CROSSING PUBLIC FACILITIES 7.9 CHANGES IN THE WORK 7.10 EXTENSION OF CONTRACT TIME 7.11 CORRECTION OF WORK 7.12 LIQUIDATED DAMAGES 8.0 PUBLIC HEALTH AND SAFETY 8.1 PROTECTION OF PERSONS AND PROPERTY A. Safety Precautions and Programs B. Safety of Persons and Property 8.2 TRAFFIC CONTROL 8.3 ROAD CLOSURE AND DETOURS 8.4 PROVISION OF ACCESS 8.5 WARNING SIGNS AND BARRICADES 8.6 OPEN TRENCHES 8.7 PLACEMENT OF HEAVY EQUIPMENT 8.8 TEMPORARY FACILITIES AND CONTROLS 8.9 SANITARY PROVISION 8.10 WATER SUPPLY 8.11 NOISE CONTROL 8.12 DUST CONTROL 8.13 WATER CONTROL 8.14 POLLUTION, SILTATION AND EROSION CONTROL 8.15 LIMITATION OF OPERATIONS Article III - Supervision and Administration 9.0 ENGINEER, CITY, CONTRACTOR RELATIONS 9.1 ENGINEER'S RESPONSIBILITY AND AUTHORITY 9.2 ENGINEER'S DECISION 9.3 SUSPENSION OF WORK 9.4 CONSTRUCTION REVIEW OF WORK 9.5 FIELD TESTS AND PRELIMINARY OPERATION 9.6 EXAMINATION OF COMPLETED WORK 9.7 CONTRACTOR'S SUPERINTENDENT 9.8 CITY'S RIGHT TO CORRECT DEFICIENCIES 9.9 CITY'S RIGHT TO TERMINATE CONTRACT AND COMPLETE WORK 9.10 RIGHTS OF VARIOUS INTEREST 9.11 SEPARATE CONTRACTS 9.12 SUBCONTRACTS AND PURCHASE ORDERS 9.13 WORK DURING AN EMERGENCY 9.14 ORAL AGREEMENTS 9.15 NIGHT, SATURDAY AND /OR SUNDAY WORK 9.16 UNAUTHORIZED WORK 9.17 USE OF COMPLETED PORTIONS OF THE WORK 9.18 CONTRACTOR'S RESPONSIBILITY FOR WORK 10.0 MEASUREMENT AND PAYMENT 10.1 DETAILED BREAKDOWN OF CONTRACT 10.2 REQUEST FOR PAYMENT 10.3 CITY'S ACTION ON A REQUEST FOR PAYMENT 10.4 CITY'S RIGHT TO WITHHOLD PAYMENT 10.5 PAYMENT FOR UNCORRECTED WORK 10.6 PAYMENT FOR REJECTED WORK AND MATERIALS 10.7 CHANGES IN THE WORK A. Change Orders B. Claims C. Differing Site Conditions 10.8 CANCELED ITEMS OF WORK 10.9 PAYMENT FOR WORK SUSPENDED BY THE CITY 10.10 PAYMENT FOR WORK BY THE CITY 10.11 PAYMENT FOR WORK BY CITY FOLLOWING TERMINATION A. Termination by City for Cause B. Termination by City Without Cause 10.12 TERMINATION OF CONTRACTOR'S RESPONSIBILITY 10.13 RELEASE OF CLAIMS (INTERIM/FINAL) 10.14 ACCEPTANCE AND FINAL PAYMENT 10.15 SATISFACTION OF WARRANTY WORK AFTER FINAL PAYMENT 11.0 PUBLIC CONTRACT REQUIREMENTS 11.1 COVENANT AGAINST CONTINGENT FEES 11.2 INTEREST OF MEMBERS OF CITY AND OTHERS 11.3 CERTIFICATION OF RESTRICTIONS ON LOBBYING 11.4 INTEREST OF CONTRACTOR 11.5 PUBLIC ENTITY CRIMES 11.6 DRUG -FREE WORKPLACE 11.7 COMPLIANCE WITH LAWS 11.8 INSURANCE 11.9 BOND 11.10 PERMITS 11.11 LAWS TO BE OBSERVED 11.12 DEBARMENT AND SUSPENSION 11.13 FEDERAL AID PARTICIPATION 12.0 MISCELLANEOUS 12.1 ADDRESSES FOR NOTICES 12.2 WRITTEN NOTICE 12.3 TAXES 12.4 TIME IS OF VITAL IMPORTANCE 12.5 NO WAIVER OF LEGAL RIGHTS 12.6 RIGHT TO WORK PRODUCT iv CONSTRUCTION SERVICES AGREEMENT THIS AGREEMENT made this day of October, 2002, by and between the CITY OF SEBASTIAN, a municipal corporation of the State of Florida, 1225 Main Street, Sebastian, Florida, 32958, ( "City ") and , a Florida corporation authorized to do business in the State of Florida, ( "Contractor. ") WHEREAS, the City desires to engage a Florida licensed contractor who has special and unique competence and experience in roadway reconstruction, installation of water and sanitary sewer lines and providing other infrastructure improvements necessary to complete the Project hereunder; and WHEREAS, the Contractor represents that it has such competence and experience in providing these services; and WHEREAS, the City in reliance on such representation has selected the Contractor in accordance with its procedure for selection of Contractor; and WHEREAS, the City and the Contractor desire to reduce to writing their understanding and agreements on such professional services. IT IS, THEREFORE, AGREED as follows: ARTICLE I - The Contractual Relationship 1.0 EMPLOYMENT OF CONTRACTOR The City hereby agrees that it may engage the Contractor and the Contractor hereby agrees to perform professional services for the City in accordance with this Agreement. This Agreement is not an exclusive agreement and the City may employ other contractors, professional or technical personnel to furnish services for the City as the City in its sole discretion finds is in the public interest. The Agreement shall not be construed to create a contractual relationship of any kind between the City and the Subcontractor(s), or, between any person or firm other than the City and Contractor. The Contractor shall not sell, transfer, assign or otherwise dispose of the Contract or any portion thereof, or of his right, title of interest therein or his obligations thereunder, or moneys due or to become due under this Contract. 2.0 AGREEMENT DOCUMENTS The Agreement Documents (also called CONTRACT DOCUMENTS) consist of this Agreement, Supplemental Agreement(s), Request for Bid Documents, Contract Proposal, Bond Forms, Plans and Technical Specifications, Work Orders, Change Orders, Addenda if any, any other documents listed in the Agreement Documents, and written modifications issued after execution of this Agreement, if any. 5 �WHN H— The Specifications are an integrated part of the Contract Documents and as such will not stand alone if used independently. The Specifications establish minimum standards of quality for this Project. They do not purport to cover all details entering into the design and construction of materials or equipment. The intent of the Agreement Documents is to set forth requirements of performance, type of equipment and structures, and standards of materials and construction. It is also intended to include all labor and materials, equipment, and transportation necessary for the proper execution of the Work, to require new material and equipment unless otherwise indicated, and to require complete performance of the Work in spite of omission of specific reference to any minor component part and to include all items necessary for the proper execution and completion of the Work by the Contractor. Performance by the Contractor shall be required only to the extent consistent with the Agreement Documents and reasonably inferable from them as being necessary to produce the intended results. 2.2 ENTIRE AND SOLE AGREEMENT Except as specifically stated herein, the Agreement Documents constitute the entire agreement between the parties and supersede all other agreements, representations, warranties, statements, promises, and understandings not specifically set forth in the Agreement Documents. Neither party has in any way relied, nor shall in any way rely, upon any oral or written agreements, representations, warranties, statements, promises or understandings not specifically set forth in the Agreement Documents. 2.3 AMENDMENTS The parties may modify this Agreement at any time by written agreement. Neither the Agreement Documents nor any term thereof may be changed, waived, discharged or terminated orally, except by an instrument in writing signed by the party against which enforcement of the change, waiver, discharge or termination is sought. 2.4 CONSTRUING TERMS This Agreement shall not be construed against the party who drafted the same, as both parties have obtained experts of their choosing to review the legal and business adequacy of the same. 2.5 GOVERNING LAW AND WAIVER OF TRIAL BY JURY This Agreement shall be governed by the laws of the State of Florida, and any venue for any action pursuant to the Agreement Documents shall be in Indian River County, Florida. The parties hereto expressly waive trial by ,fury in any action to enforce or otherwise resolve any dispute arising hereunder. rR 2.6 TERM This Agreement shall commence on the day it is executed by both parties and the tern of the Agreement shall extend until the Project is complete unless tenninated in accordance with the terms hereunder. 3.4 DEFINITION OF TERMS 91 � 01C1z191REVI REV I, the following terms appear in these Agreement Documents, their intent and meaning shall, unless specifically stated otherwise, be interpreted as shown. 3.2 ACT OF GOD The words "Act of God" mean an earthquake, flood, hurricane (or other named tropical event), tornado or other cataclysmic phenomenon of nature. Rain, Wind or other natural phenomenon (including tropical waves and depressions) of normal intensity for the locality shall not be construed as an Act of God. 3.3 ADDENDUM (re: bid documents) A modification of the plans or other contract documents issued by the Owner and distributed to prospective bidders prior to the opening of bids. All Addenda shall be considered as part of the Contract Documents. 3.4 AGREEMENT A written agreement between the Contractor and Owner defining in detail the work to be performed. The words Agreement and Contract, are one and the same. 3.5 A.S.T.M. DESIGNATION Wherever the letters "A.S.T.M." are used in the Specifications, it shall be understood as referring to the American Society for Testing Materials. When reference is made to a certain Designated Number of a specification or test as set out or given by the American Society for Testing Materials, it shall be understood to mean the current, up -to -date standard specification or tentative specification for that particular process, material or test as currently published by that group. The bid or proposal is the written offer of a Bidder to perform work described by the contract documents when made out and submitted on the prescribed proposal form 7 properly sealed and guaranteed. The bid or proposal shall be considered as part of the Contract Documents. 3.7 BID BOND or PROPOSAL GUARANTEE: Bidder shall submit a Bid Bond or Proposal Guarantee in the amount of 5'% of the Base Bid, in the form of a Cashier's Check, Unconditional Irrevocable Letter of Credit drawn in favor of the City of Sebastian on a National Bank, or a bond from a surety company duly licensed in the State of Florida. 3.8 BIDDER An individual, partnership, or corporation submitting a proposal for the work contemplated; acting directly or through a duly authorized representative. 3.9 CHANGE ORDER A written order issued to the Contractor by the City and covering changes in the plans, specifications, or scope of work when the amount of work changed is not deemed sufficient to require a supplemental agreement, or adjustments in the Contract Price or Contract Time. 3.10 CONTRACT ADDENDUM A special written provision modifying or clarifying the terms and conditions of the Contract. The Contract Addendum shall be considered as part of the contract documents. 3.11 CONTRACTOR The word "Contractor" shall mean an individual, partnership, or corporation, and his, their or its heirs, executors, administrators, successors and assigns, or the lawful agent of any such individual, firm, partnership, covenant or corporation, or his, their or its surety under any contract bond, constituting one of the principals to the Contract and undertaking to perform the work herein. 3.12 DIRECTED, ORDERED, APPROVED & ETC. Wherever in the Agreement Document the words "directed ", "ordered ", "approved ", "permitted ", "acceptable ", or words of similar import are used, it shall be understood that the direction, order, approval or acceptance of the Owner is intended unless otherwise stated. E. 3.13 ENGINEER A Professional Engineer duly licensed and registered in the State of Florida and designated by the City as Engineer. The City may designate a staff member as Engineer who is not licensed. 3.14 GENERAL CONDITIONS The directions, provisions and requirements contained within the Agreement Documents, all describing the general manner of performing the Work including detailed technical requirements relative to labor, material equipment, and methods by which the Work is to be performed and prescribing the relationship between the City and the Contractor. 3.15 INSPECTOR A duly authorized representative of the City assigned to make official inspections of the materials furnished and of the work performed by the Contractor. 3.16 LABORATORY Any licensed and qualified laboratory designated by or acceptable to the Owner to perform necessary testing of materials. 3.17 OWNER City of Sebastian 3.18 PERFORMANCE AND PAYMENT BONDS Contractor shall submit bonds in the form prescribed by State Law, and generally as shown on sample forms herein, for Performance and Payment, each in the amount of 100% of the Contract Amount. 3.19 PLANS The official, approved plans, including reproduction thereof, showing the location, character, dimensions and details of the work to be done. All shop drawings submitted by the Contractor shall be considered as part of the contract documents. 3.20 PROPOSAL The proposal or bid is the written offer of a Bidder to perform the work described by the Contract Documents when made out and submitted on the prescribed proposal form, properly signed and guaranteed. The proposal or bid shall be considered as part of the contract documents. K 3.21 SPECIAL CONDITIONS Special clauses or provisions, supplemental to the Plans, Standard Specifications and other contract documents, setting forth conditions varying from or additional to the Standard Specifications for a specific project. 3.22 SPECIFICATIONS The directions, provisions, and requirements together with all written agreements made or to be made, setting forth or relating to the method and manner of performing the Work, or to the quantities and qualities of materials, labor and equipment to be furnished under the Agreement. 3.23 SUBCONTRACTOR An individual, partnership or corporation supplying labor, equipment or materials under a direct contract with the contractor for work on the project site. Included is the one who supplies materials fabricated or formulated to a special design according to the plans and specifications for the particular project. 3.24 SUPPLEMENTAL AGREEMENT A written understanding, or proposal and acceptance, executed between the City and the Contractor subsequent to execution of the Agreement herein with the written consent of the Contractor's Surety, relating to the work covered by the Agreement and clarifying or furthering the terms thereof. A modification to the Agreement shall be made by Contract Addendum. 3.25 SURETY Surety is a corporation qualified to act as surety under the laws of Florida, who executes the Contractor's Performance and Payment Bonds and is bound with the Contractor for the acceptable performance of the contracted work and for the payment of all debts pertaining thereto. 3.26 WORK, (The) or PROJECT, (The) The public improvement contemplated in the Plans and Specifications, and all actions necessary to construct the same. 3.27 WORK ORDER Work orders are work instructions including specification and plans that show the location, character, dimensions and details to the work to be done. Work orders are specific instructions, of limited scope, that will be a part of this contract. Work orders shall be considered as part of the contract documents. 10 ARTICLE II - Performance 4.0 PLANS, SPECIFICATIONS AND RELATED DATA 4.1 INTENT OF PLANS AND SPECIFICATIONS The intent of the Plans, Specifications, Work Orders and other Contract Documents is that the Contractor furnishes all labor and materials, equipment, supervision and transportation necessary for the proper execution of the Work unless specifically noted otherwise. The Contractor shall do all the work shown on the Plans and described in the Specifications and other Contract Documents and all incidental work considered necessary to substantially complete the Work ready for use, occupancy, or operation in a manner acceptable to the City. 4.2 CONFLICT In the event of any inconsistency, discrepancy or conflict between the Agreement, the Plans, Specifications, and other Contract Documents, calculated dimensions will govern over scaled dimensions; Technical Specifications shall govern over the general contract provisions, plans, and cited standards or FAA circulars; general contract provisions shall govern over plans, and cited standards or FAA circulars; and plans shall govern over cited standards or FAA circulars.. 4.3 DISCREPANCIES IN PLANS Any discrepancies found between the Plans and Specifications and site conditions, or any errors or omissions in the Plans or Specifications, shall be immediately reported to the Engineer and City. The Engineer shall promptly determine the validity and seriousness of the claimed condition and correct any such error or omission in writing, or otherwise direct Contractor. Any work done by the Contractor after his discovery of such discrepancies, errors or omissions shall be done at the Contractor's risk. Any correction or errors or omissions in Plans and Specifications may be made by the Engineer when such correction is necessary for the proper fulfillment of their intention as construed by him. Where said correction of errors or omissions, except as provided in the next two (2) paragraphs below, adds to the amount of work to be done by the Contractor, compensation for said additional work shall be made under the Paragraph 10.7 CHANGES IN THE WORK below, except where the additional work may be classed under some item of work for which a unit price is included in the proposal. The fact that specific mention of any part of work is omitted in the Specifications, whether intentionally or otherwise, when the same is clearly shown or indicated on the Plans, or is usually and customarily required to complete fully such work as is specified herein, will not entitle the Contractor to consideration in the matter of any claim for extra 11 compensation, but the said work must be installed or done the same as if called for by both the Plans and Specifications. All work indicated on the Plans and not mentioned in the Specifications or vice versa, and all work and material usual and necessary to make the Work complete in all its parts, whether or not they are indicated on the Plans or mentioned in the Specifications, shall be furnished and executed the same as if they were called for by both the Plans and Specifications. The Contractor will not be allowed to take advantage of any errors or omissions in the Plans and Specifications. The Engineer will provide full information when errors or omissions are discovered. 4.4 DRAWINGS AND SPECIFICATIONS AT JOB SITE One (1) complete set of all Plans, Specifications, Work Orders, Addenda, Change Orders, Shop Drawings and samples shall be maintained at the job site, in good order and annotated to show all changes made during the construction process, and shall be available to the Engineer and City at all times. A final copy thereof, along with "as- built" record drawings, operations and maintenance manuals, and data sheets, shall be delivered to the Engineer upon the completion of the Work. 4.5 DIMENSIONS Dimensions shown on the Plans will be used. Where the work of the Contractor is affected by finished dimensions, these shall be verified by the Contractor at site, and he shall assume the responsibility for their use. 4.6 SAMPLING AND TESTING Except as otherwise provided, sampling and testing of all materials, and the laboratory methods and testing equipment, required under the Specifications shall be in accordance with the latest standards or tenets of the American Society for Testing Materials. The testing of samples and materials shall be made at the expense of the Contractor, except where indicated otherwise. The Contractor shall furnish any required samples without charge. The Contractor shall be given sufficient notification of the placing of orders for materials to permit testing. As an exception to the above, when the Contractor represents a material or an item of work as meeting Specifications and under recognized test procedures it fails, any re- testing shall be at the Contractor's expense, billed at the Testing Laboratory's standard rate for individual tests. It is expected that all inspections and testing of materials and equipment will be done locally. If the Contractor desires that inspections for tests be made outside of the local 12 area, all expenses, including per diem for the Engineer or Inspectors, shall be borne by the Contractor. 4.7 SHOP DRAWINGS The Contractor shall provide shop drawings, setting schedules and other drawings as may be necessary for the prosecution of the Work in the shop and in the field as required by the Plans and Specifications or Engineer's instructions. Deviations from the Plans and Specifications shall be called to the attention of the City at the time of the first submission of shop drawings and other drawings. The City's approval of any shop drawings shall not release the Contractor from responsibility for errors, corrections of details, or conformance with the Contract. Shop drawings shall be submitted according to the following schedule: (a) Three (3) copies shall be submitted to the City at least thirty (30) days before the materials indicated thereon are to be needed or earlier if required to prevent delay of work or to comply with subparagraph (b). (b) The City shall, within fourteen (14) days of the submittal of any shop drawings, return two (2) copies to the Contractor marked with any corrections and changes required and noting if the drawings are acceptable as noted, or if resubmittal is required. (c) The Contractor shall then correct the shop drawings to conform to the corrections and changes requested by the City and resubmit three (3) copies to the City. (d) Two (2) copies of Approved Shop Drawings shall be returned to the Contractor by the City. 4.8 QUALITY OF EQUIPMENT AND MATERIALS In order to establish standards of quality, the Specifications may refer to certain products by name and catalog number. This procedure is not to be construed as eliminating from competition other products of equal or better quality by other manufacturers where fully suitable in design. The Contractor shall furnish to the City a complete list of his proposed desired substitutions prior to the signing of the Contract, together with such engineering and catalog data as the City may require. Further substitutions may be submitted during the course of work in accordance with Paragraph 4.10 SUBSTITUTION OF EQUIPMENT AND /OR MATERL4L below. The Contractor shall abide by the City's judgment when proposed substitution of materials or items or equipment are judged to be unacceptable and shall furnish the specified material or item of equipment in such case. All proposals for substitutions shall 13 be submitted to the City in writing by the Contractor and not by individual trades or material suppliers. The City will advise of approval or disapproval of proposed substitutions in writing within a reasonable time. No substitute materials shall be used unless approved by City in writing. 4.9 EQUIPMENT APPROVAL DATA The Contractor shall furnish one (1) copy of complete catalog data for every manufactured item of equipment and all components to be used in the Work, including specific performance data, material description, rating, capacity, material gauge or thickness, brand name, catalog number and general type. This submission shall be compiled by the Contractor and submitted to the City for review and written approval before any of the equipment is ordered. Each data sheet or catalog in the submission shall be indexed according to specification section and paragraph for easy reference. After written approval is received by the Contractor, submission shall become a part of the Contract and may not be deviated from except upon written approval of the City. Catalog data for equipment approved by the City does not in any case supersede the Contract Documents. The acceptance by the City shall not relieve the Contractor from responsibility for deviations from Plans or Specifications, unless he has called the City's attention, in writing, to such deviations at the time of submission, nor shall it relieve him from responsibility for errors of any sort in the items submitted. The Contractor shall check the work described by the catalog data with the Contract Documents for deviations and errors. It shall be the responsibility of the Contractor to insure that items to be furnished fit the space available. He shall make necessary field measurements to ascertain space requirements, including those for connections, and shall order such sizes and shapes of equipment that the field installation shall suit the true intent and meaning of the Plans and Specifications. Where equipment requiring different arrangement of connections from those shown is approved, it shall be the responsibility of the Contractor to install the equipment to operate properly, and in harmony with the intent of the Plans and Specifications, and to make all changes in the Work required by the different arrangement of connections at his own expense. 4.10 SUBSTITUTION OF EQUIPMENT AND /OR MATERIAL After the execution of the Contract Agreement, the substitution of equipment and /or material for that specified will be considered if: 14 (a) The equipment and/or materials proposed for substitution is determined by the City to be equal or superior to that specified in the Contract; (b) Unless determined to be of superior quality, the equipment and/or material proposed for substitution is less expensive than that specified and that such savings to the City, as proposed by the Contractor, are submitted with the request for substitution. If the substitution is approved, the Contract price shall be reduced accordingly; and (c) The equipment and/or material proposed for substitution is readily available and its delivery and use, if approved as a substitution, will not delay the scheduled start and completion of the specified work for which it is intended or the scheduled completion of the entire work to be completed under the contract. No request will be considered unless submitted in writing to the City and approval by the City must also be in writing. To receive consideration, requests for substitutions must be accompanied by documentary proof of the actual difference in cost to the Contractor in the form of quotations to the contractor covering the original equipment and /or material, and also equipment and/or material proposed for substitution or other proof satisfactory to the City. It is the intention that the City shall receive the full benefit of the saving in cost involved in any substitution unless the item is substituted for one designated in the Specifications by specific manufacturer's name and type, in which case one -third of the savings shall accrue to the benefit of the Contractor. In all cases, the burden of proving adequate proof that the equipment and /or material offered for substitution is equal or superior in construction and/or efficiency to that named in the Contract shall rest on the Contractor and the proof will be submitted to the City. Request for substitution of equipment and/or material which the Contractor cannot prove to the satisfaction of the City, at its sole discretion and judgment, to be equal or superior in construction and/or efficiency to that named in the Contract will not be approved. 5.0 MATERIALS AND WORKMANSHIP 5.1 MATERIALS FURNISBED BY THE CONTRACTOR All materials and equipment used in the Work shall meet the requirements of the respective Specifications, and shall not be used until it has been approved in writing by the City. Wherever the specifications call for an item of material or equipment by a manufacturer's name and type, and additional features of the item are specifically required by the specifications, the additional features specified shall be provided whether or not they are normally included in the standard manufacturer's item listed. 15 Wherever the specifications call for an item of material or equipment by a manufacturer's name and type, and the specified item becomes obsolete and is no longer available, the Contractor shall provide a substitute item of equal quality and performance which is acceptable to the Engineer and City and is currently available, at no increase in Contract price. 5.2 STORAGE OF MATERIALS Materials and equipment shall be stored so as to incur the preservation of their quality and fitness for the Work. When considered necessary, they shall be placed on wooden platforms or other hard clean surfaces, and not on the ground, and/or they shall be placed under cover. Stored materials and equipment shall be located so as to facilitate prompt inspection. Private property zoned for, or adjacent to land zoned for, residential uses shall not be utilized for storage purposes. 5.3 REJECTED WORK AND MATERIAL Any materials, equipment or work which do not satisfactorily meet the Specifications may be condemned by the Engineer or City by giving a written notice to the Contractor. All condemned materials, equipment or work shall be promptly taken out and replaced. All materials and equipment which do not conform to the requirements of the Contract Documents, are not equal to samples approved by the Engineer and City, or are in any way unsatisfactory or unsuited to the purpose for which they are intended, shall be rejected. Any defective work whether the result of poor workmanship, use of defective materials, damaged through carelessness or from other cause shall be removed within ten (10) days after written notice is given by the City, and the work shall be re- executed by the Contractor. The fact that the Engineer or the City may have previously overlooked such defective work shall not constitute an acceptance of any part of it. Should the Contractor fail to remove rejected work or materials within ten (10) days after written notice to do so, the City may remove them and may store the materials and equipment. Satisfaction of warranty work after final payment shall be in accordance with Paragraph 10.15. 5.4 MANUFACTURER'S DIRECTION Manufactured articles, materials and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned as directed by the manufacturer unless herein specified to the contrary. 5.5 SKILL AND CHARACTER OF WORKMEN All workmen must have sufficient knowledge, skill and experience to perform properly the work assigned to them. Any foreman or workman employed by the Contractor or subcontractors who, in the opinion of the Engineer or the City does not perform his work in a skillful manner, or appears to be incompetent or to act in a disorderly or intemperate 16 manner shall, at the written request of the City, be discharged immediately and shall not be employed again in any portion of the Work without the approval of the City. The Contractor shall at all times be responsible for the conduct and discipline of his employees and/or any subcontractor or persons employed by subcontractors. 5.6 CUTTING AND PATCHING The Contractor shall do all necessary cutting and patching of the Work that may be required to properly receive the work of the various trades or as required by the Plans and Specifications to complete the Work. He shall restore all such cut or patched work as directed by the Engineer or the City. Cutting of existing structures that could endanger the Work, adjacent property, workmen or the public shall not be done unless approved by the Engineer and under his surveillance. 5.7 CLEANING UP The Contractor shall at all times keep the premises free from accumulation of waste materials or rubbish caused by his employees or work, At the completion of the Work, he shall remove all his rubbish, tools, scaffolding and surplus materials and shall leave his work "broom clean" or its equivalent, unless more exactly specified, and shall insure that all debris and other unsightly objects are removed and disposed of in a satisfactory manner. At no additional expense to the City, the Contractor will restore to their original conditions or better, as nearly as practicable, those portions of the site not designated for alteration and all such property, structure, utilities, landscaping, etc., disturbed or damaged during the prosecution of the Work. Final payment will be withheld until such clean up and repairs are completed The Work will be considered complete only after all debris and unused material due to or connected with the Work have been removed and the surrounding area left in a condition satisfactory to the City. In the event the City finds that the Contractor has not complied in keeping the job site clean, the City may, after twenty -four (24) hours written notice to the Contractor to correct the situation, elect to have the job site cleaned by an independent labor force. The cost of cleaning by said independent labor force shall be deducted from moneys due the Contractor. 5.8 CITY'S OWNERSHIP OF MATERIALS Any and all materials, whether structural or natural, found within the limits of the project remain the property of the City unless City ownership is specifically conveyed to the Contractor. All material, equipment and work become the sole property of the City as installed. These provisions shall not be construed as relieving the Contractor from the sole responsibility for all materials and work for which payments have been made, for the restoration of 17 damaged work, or as a waiver of right of the City to require the fulfillment of all the terms of the Contract. 5.9 GUARANTEE The Contractor shall warrant all equipment furnished and work performed by him for a period of one (1) year from the date of final written acceptance of the Work by City. Satisfaction of warranty work after final payment shall be as per Paragraph 10. 15. All equipment and material warranties or guarantees shall be drawn in favor of the City and the originals thereof furnished to the Engineer for review and acceptance prior to final payment. Such guarantee shall in no way limit or relieve the Contractor of liability from subsequent claims of beach of contract due to substandard materials or workmanship, nor shall such warranty period shorten the statute of limitations for bringing a breach of contract or other action based upon any such deficiencies. 6.0 CONSTRUCTION STAKING TO BE PERFORMED BY CONTRACTOR 6.1 PERSONNEL, EQUIPMENT AND RECORD REQUIREMENTS Adequate field notes and records shall be available for review by the City and Engineer as the Work progresses and copies shall be available if necessary. Any inspection or checking of the Contractor's field notes or layout work by the City and the acceptance of all or any part thereof, shall not relieve the Contractor of his responsibility to achieve the lines, grades and dimensions shown in the Plans and Specifications. Prior to final acceptance of the project, the Contractor shall mark in a permanent manner on the surface of the completed Work all control points shown on the Plans. 6.2 CONTROL POINTS FURNISHED BY THE CITY The City will provide boundary or other control points and bench marks as shown on the Plans as "Contractor's Survey Control Point ", if any is provided. The Contractor shall be responsible for all survey control of his work during construction. The Contractor shall preserve all reference points and benchmarks furnished by the City. 6.3 FURNISHING OF STAKE MATERIALS The Contractor shall furnish all stakes, templates and other materials necessary for establishing and maintaining the lines and grades necessary for control and construction of the Work. 18 6.4 LAYOUT OF WORK Utilizing the control points furnished by the City in accordance with Paragraph 6.2, the Contractor shall establish all horizontal and vertical controls necessary to construct the Work in conformance with the Plans and Specifications. The Work shall include performing all calculations required and setting all stakes needed such as grade stakes, offset stakes, reference point stakes, slope stakes, and other reference marks or points necessary to provide lines and grades for construction of all roadway, bridge and miscellaneous items. Survey notes indicating the information and measurements used in establishing locations and grades shall be kept in notebooks and furnished to the Engineer with the record drawings for the Project. 6.5 SPECIFIC STAKING REQUIREMENTS Stakes to establish lines and grades shall be set at appropriate intervals to assure that the Project is constructed to meet the lines and grades shown on the Plans. For bridge construction stakes and other control, references shall be set at sufficiently frequent intervals to assure that all components of a structure are constructed in accordance with the lines and grades shown in the Plans. 6.6 PAYMENT The cost of performing layout work as described above shall be included in the contract prices for the various items of work to which it is incidental. 6.7 COORDINATION WITH CITY The City's recorded subdivision plats shall be considered correct. The distance, bearing and curve information provided shall be used by the Contractor's surveyor to establish alignment throughout construction. All surveying activities will be coordinated with the City's surveyor as needed for proper completion of all work on the site. Primary control monuments, originally set by the City, that are disturbed or destroyed during construction shall be accurately replaced by the Contractor's surveyor to the satisfaction of the City's surveyor. 6.8 LOCATION OF EXISTING UTILITIES AND PIPING All existing underground utilities, such as telephone, cable television and electrical cables must be located by the Contractor prior to starting work. The Contractor shall contact the Utilities at least 48 hours prior to commencing any work within the project area. There may be other utilities within the project area. 19 The cost of substantiating the location of utilities shall be borne by the Contractor and included in the bid price. The Contractor shall be responsible for the repair and /or replacement of utilities which he damages during the course of construction. Utilities deemed to require relocation shall be identified by the Contractor prior to commencing work. The Contractor shall notice the City of the conflict and seek direction from the City prior to proceeding with work. Directions from the City may be to proceed despite conflict, place work order on hold and commence work at a different location, or relocate utilities under separate contract with the utility or a change order to be directed by the City. City reserves the right to authorize the construction, reconstruction, or maintenance of any public or private utility service, FAA or National Oceanic and Atmospheric Administration (NOAH) facility, or a utility service of another governmental agency, at any time during the progress of the work. To the extent that such construction, reconstruction, or maintenance has been coordinated with the City, such authorized work is indicated on the plans. Except as indicated on the plans or contract documents, the Contractor shall not permit any individual, firm or corporation to excavate or otherwise disturb the utility service or facilities located within the limits of the work without written permission of the Engineer. Should the owner of a utility or facility be authorized to perform construction, reconstruction, or maintenance as per this section, during the progress of the work, the Contractor shall cooperate with such owners in arranging and performing the work in this contract so as to facilitate such construction, reconstruction, or maintenance by others whether or not such work by others is indicated on the drawings. When ordered as extra work by the Engineer, the Contractor shall make all necessary repairs to the work which are due to such authorized work by others, unless otherwise provided for in the contract, plans or specifications. It is understood and agreed that the Contractor shall not be entitled to make any claim for damages due to such authorized work by others or for any delay to the work resulting from the same. 7.0 PROGRESS AND COMPLETION OF WORD 7.1 CONTRACTOR'S OBLIGATION Contractor shall supervise and direct the Work, using Contractor's best skill and attention. Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under this Contract, unless the Contract Documents give other specific instructions concerning these matters. 20 Unless otherwise provided in the Contract Documents, Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. Unless otherwise provided in the Contract Documents, Contractor shall pay all sales, use and other similar taxes. Contractor shall enforce strict discipline and good order among Contractor's employees and other persons carrying out the Work. Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. Contractor currently holds and shall maintain at all times during the term of this Contract all required federal, state and local licenses necessary to perform the Work required under the Contract Documents. Contractor shall be responsible to the City for the acts and omissions of Contractor's employees, Subcontractors and their agents and employees, and other persons performing portions of the Work under a contract with Contractor. Contractor shall indemnify, defend and hold City harmless from all claims arising out of or related to its performance of the Work except for acts arising solely from the active negligence of the City. The Contractor shall commence work on the date specified in the Notice to Proceed subsequently issued by the City, or as specifically noted in any Contract Addendum. However, in no case shall the Contractor commence work until the City has been furnished and acknowledges receipt of the Contractor's Certificates of Insurance and a properly executed performance and payment bond as required. 7.3 CONTRACT TIME The contractor shall complete, in an acceptable manner, all of the Work in 120 days, subject to any Addenda or Change Orders hereto. 7.4 SCHEDULE OF COMPLETION The Contractor's schedules are subject to the approval of the City, which shall not be unreasonably withheld, and shall reflect a logical sequence of the various components of work and the anticipated rates of production necessary to complete the Work on or before the completion date. Said schedules shall be submitted within ten ( 10) days of the execution of the agreement by the City except when requested otherwise and shall be 21 updated and resubmitted to the City on the twenty -fifth (25th) day of every month with the Contractor's pay request. 7.5 COORDINATION OF CONSTRUCTION; PRECONSTRUCTION CONFERENCE The Contractor shall coordinate his work with other contractors, the City and utilities to assure orderly and expeditious progress of work. The City shall hold a pre - construction conference at Sebastian City Hall at a time and date mutually agreed upon with the Contractor after the Contract has been awarded and fully executed. 7.6 PROPERTY OF OTHERS A. Public Ownership The Contractor shall be responsible for the preservation of all public property, trees, monuments, etc., along and adjacent to the street and/or right -of -way, and shall use every precaution necessary to prevent damage or injury thereto. He shall use suitable precautions to prevent damage to pipes, conduits and other underground structures, and shall protect carefully from disturbance or damage ail monuments and property marks until a land surveyor has witnessed or otherwise referenced their location and shall not remove them until so directed by the Engineer in writing. The City shall remove and relocate all traffic control signs as required. B. Private Ownership Mail and newspaper boxes, sprinkler systems, ornamental shrubs, lawn ornaments, house numbers, fences, etc. may be removed and relocated by the property owners. The City will not remove, relocate, or re- install mail boxes, sprinkler systems, ornamental shrubs, etc. belonging to a private property owner. However, should such items not be removed or relocated by the start of construction, the Contractor shall remove the objects, in a manner which does not damage or injure the objects at no extra cost to the City, which interfere with the construction of the Project and place them on the property owner's front lawn just outside the project limits. Otherwise, the Contractor shall not enter upon private property for any purpose without obtaining permission from the property Owner thereof. Where extensive intrusions upon private property are required for construction, the City and Contractor shall cooperate to obtain Temporary Construction Easements from the landowner. 7.7 PROTECTION OF EXISTING UTILITIES AND FACILITIES All utilities and all structures of any nature, whether below or above ground, that may be affected by the Work but are not required to be disturbed or relocated by the very nature of the project, shall be protected and maintained by the Contractor and shall not be Fxa disturbed or damaged by him during the progress of the Work; provided that, should the Contractor disturb, disconnect or damage any utility or any structure, all expenses of whatever nature arising from such disturbance or the replacement or repair and testing thereof shall be borne by the Contractor. 7.8 CROSSING PUBLIC FACILITIES When new construction crosses highways, railroads, streets or similar public facilities under the jurisdiction of state, county, city, or other public agency or private entity, the City through the Engineer shall secure written permission prior to the commencement of construction of such crossing. The Contractor will be required to furnish evidence of compliance with conditions of the permit from the proper authority before final acceptance of the Work by City. Road closures are governed by Paragraph 8.3 below. 7.9 CHANGES IN THE WORK The City may order changes in the Work through additions, deletions or modifications without invalidating the Contract; however, any change in the scope of work or substitution of materials shall require the written approval of the City. Compensation and time of completion affected by the change shall be adjusted at the time of ordering such change. New and unforeseen items of work found to be necessary and which cannot be covered by any item or combination of items for which there is a contract price shall be classed as changes in the Work. The Contractor shall do such changes in the Work and furnish such materials, labor and equipment as may be required for the proper completion of construction of the work contemplated. In the absence of such written order, no claim for changes in the Work shall be considered. Changes in the Work shall be performed in accordance with the Specifications where applicable and work not covered by the specifications or special provisions shall be done in accordance with specifications issued for this purpose. Changes in the Work required in an emergency to protect life and property shall be performed by the Contractor as required. 7.10 EXTENSION OF CONTRACT TIME No extension of time shall be valid unless given in writing by the City. No monetary compensation shall be given for such delay. A delay beyond the Contractor's control occasioned by an "Act of God" may entitle the Contractor to an extension of time in which to complete the Work as determined by the City provided, however, the Contractor shall immediately give written notice to the City of the cause of such delay. "Rain day" extensions shall be granted upon written request of the Contractor to the City's Project Manager when said Project Manager determines that weather conditions make it counterproductive to work on said days, "Rain day" requests must be submitted at the end of each work week or be waived, and the cumulative "rain day" extensions granted shall be processed as a Change Order with each pay submittal. 23 In the event that the City suspends the Work as provided in Paragraph 9.3, the Contractor shall be granted an extension of time to complete the Work for as many calendar days as the Work was suspended; except, however, that the Contractor will not be granted an extension of time to complete the Work if the suspension was caused by a fault of the Contractor. 7.11 CORRECTION OF WORK Contractor shall, at no cost to the City, promptly correct Work failing to conform to requirements of the Contract Documents, whether observed before or after completion of the Work and whether or not fabricated, installed or completed, and shall correct any Work found to be not in accordance with the requirements of the Contract Documents within a period of one (1) year from the date of completion of the Work or by the terms of an applicable special warranty required by the Contract Documents. The provisions of this Paragraph apply to the Work done by Subcontractors as well as to the Work done by direct employees of Contractor. Nothing contained in this Paragraph shall be construed to establish a period of limitation with respect to other obligations which Contractor might have under the Contract Documents. Establishment of the time period of one (1) year as described in Subparagraph 7.11(a) above relates only to the specific obligation of Contractor to correct the Work, and has no effect on the time within which the obligations of the Contract Documents may be enforced, nor to the time within which proceedings may be commenced to establish Contractor's liability with respect to Contractor's remaining contractual obligations. 7.12 LIQUIDATED DAMAGES In the event Contractor violates or fails to perform any provision of the Contract Documents, then the City may elect to receive, and Contractor agrees to pay, liquidated damages in the amount of one hundred dollars ($100) per day beyond the agreed milestones completion dates. Inspection of the Work by the City and the subsequent issuance of a notice by the City indicating substantial completion will be the date used to signify work completion. If completion is beyond the schedule agreed upon, liquidated damages may be imposed by the City on the Contractor and will be withheld from payment. It is expressly acknowledged by Contractor that said payment shall not be interpreted nor construed as a penalty but is in fact a good faith attempt to fix damages which the City will suffer in the event Contractor fails to perform as required hereunder or violates any provision of the Contract Documents. 24 8.4 PUBLIC HEALTH AND SAFETY 8.1 PROTECTION OF PERSONS AND PROPERTY The Contractor shall submit, for the City's approval, a project safety and security plan which describes the Contractor's plans and procedures to protect the safety and property of property owners, residents, and passers -by. The plan shall describe measures and precautions to be taken during working hours and non - working hours. A. Safety Precautions and Programs The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work in accordance with the U.S. Department of Labor Occupational Safety and Health Act and the laws of the State of Florida. This Contract requires that the Contractor and any and all subcontractors hired by the Contractor comply with all relevant standards of the Occupational Safety and Health Act. Failure to comply with the Act constitutes a failure to perform. The Contractor agrees to reimburse the City for any fines and/or court costs arising from penalties charged to the City for violations of OSHA committed by the Contractor or any and all subcontractors. B. Safety of Persons and Property The Contractor shall take all reasonable precautions for the safety of, and shall provide all reasonable protection to prevent damage, injury or loss to, all employees on the Work and all other persons who may be affected thereby; all the work materials and equipment to be incorporated therein, whether in storage on or off the project site, under the care, custody or control of the Contractor or any of his subcontractors; and other property on the project site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. The Contractor shall be held fully responsible for such safety and protection until final written acceptance of the Work. Fire hydrants on or adjacent to the Work shall be kept accessible to fire fighting equipment at all times. Temporary provisions shall be made by the Contractor to insure the proper functioning of all swales, gutters, sewer inlets, drainage ditches and irrigation ditches, which shall not be obstructed except as approved by the City. The Contractor acknowledges that, in executing the Project, it will operate machinery and equipment that may be dangerous to the adjacent property owners and the general public. The Contractor will be required to conduct excavations for the Project which may be W hazardous to person and property. The Contractor shall develop and implement a job safety and security plan which will adequately protect all property and the general public. 8.2 TRAFFIC CONTROL All safety precautions, traffic control, and warning devices necessary to protect the public and workmen from hazards within the right- of-way shall be in strict accordance with SECTION 102, MAINTENANCE OF TRAFFIC, in the Florida Dept. of Transportation (FDOT) Std. The State of Florida Manual of Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations Specifications for Road and Bridge Construction, latest edition shall be used as minimum standards, as applicable. Further, the Contractor shall carry on the Work in a manner that will cause the least possible obstruction and interruption in traffic, and the least inconvenience to the general public and the residents in the vicinity of the work. As to air traffic, it is the explicit intention of the contract that the safety of aircraft, as well as the Contractor's personnel, is the most important consideration. It is understood and agreed that the Contractor shall provide for the free and unobstructed movement of aircraft in the air operations area of the airport with respect to its own operations and the operations of all its subcontractors as specified in Paragraph 8.15 below. It is further agreed and understood that the Contractor shall provide for the uninterrupted operation of visual and electronic signals (including power supplies thereto) used in the guidance of aircraft while operating to, from and upon the airport. With respect to its own operations and the operations of all its subcontractors, the Contractor shall provide marking, lighting, and other acceptable means of identifying personnel, equipment, vehicles, storage areas, as well as any other work area that may be hazardous to the operation of aircraft, fire- rescue equipment or maintenance vehicles at the airport. 83 ROAD CLOSURE AND DETOURS Local traffic shall be maintained within the limits of the Project for the duration of the construction period. Closing to through travel of more than two (2) consecutive blocks, including the cross street intersected will not be permitted without specific authorization of the City. No road or street shall be closed to the public except with the permission of the City and proper governmental authority, When closing of roads are permitted, it shall require forty -eight (48) hours notification to the City. Traffic detours shall be pre - approved prior to closing. "Street Closed to through Traffic" signs and "Detour" routes shall be indicated and maintained by the Contractor when the job is located in a public or private street. FBI 8.4 PROVISION OF ACCESS Where traffic must cross open trenches, the contractor shall provide adequate ingress and egress to dwellings, business facilities, utilities and service. Temporary provisions shall be made by the Contractor to insure the use of sidewalks. The Contractor shall provide suitable crossings at street intersections and driveways, and supply such aid as may be required for pedestrians and motorists, including delivery vehicles, to safely negotiate the construction areas. On completion of Work within any area, the Contractor shall remove all debris, excess materials, barricades and temporary Work leaving walkways and roads in said area clear of obstructions. 8.5 WARNING SIGNS AND BARRICADES a. Within public rights -of -way. The Contractor shall provide adequate signs, barricades, warning lights and flagmen, as required, and all such other necessary precautions for the protection of the Work and the safety of the public. All barricades and obstructions shall be protected at night by regulatory signal lights which shall be kept in operation from sunset to sunrise. Barricades shall be of substantial construction and shall be reflective to increase their visibility at night. Suitable warning signs shall be so placed and illuminated at night as to show in advance where construction, barricades or detours exist. Unless so designated in the Bid Documents, no direct payment for this work will be made, but the cost of providing, erecting and maintaining such protection devices, including guards, watchmen and/or flagmen as required shall be considered as included and paid for in the various contract prices of the Work. Warning signs and barricades shall be in conformance with the State of Florida, Manual of Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations, latest edition. The Contractor shall provide and maintain adequate barricades, construction signs, torches, flashers, guards and flagmen as required in pedestrian and vehicular traffic areas. Regulations of local authorities shall be compiled with. Advance warning signs are required on all streets where work is being conducted. Lane closures shall be signed and barricaded or coned as indicated in aforementioned FDOT Index. Flagmen may be required where traffic and length of lane closure warrant them. Where such a plan is needed, Contractor shall submit and obtain approval of their traffic control plan by the City. b. Within airport property. When the work requires closing an air operations area of the airport or a portion of such area, the Contractor shall furnish, erect, and maintain temporary markings and associated lighting conforming to the requirements of AC 150/5340 -1 F, Marking of Paved Areas on Airports. 27 The Contractor shall furnish, erect, and maintain markings and associated lighting of open trenches, excavations, temporary stockpiles, and its parked construction equipment that may be hazardous to the operation of emergency fire - rescue or maintenance vehicles on the airport in reasonable conformance to AC 150/5370 -2D, Operational Safety on Airports During Construction. The Contractor shall identify each motorized vehicle or piece of construction equipment in reasonable conformance to AC 15015370 -2D. The Contractor shall furnish and erect all barricades, warning signs, and markings for hazards prior to commencing work which requires such erection and shall maintain the barricades, warning signs, and markings for hazards until their dismantling is directed by the Engineer. Open -flame type lights shall not be permitted within the air operations areas of the airport. 8.6 OPEN TRENCHES The Contractor shall fully comply with Florida Statutes and OSHA regulations with regard to open trenches during construction. The Contractor shall be place construction hazard fencing along any open trenches during the construction work -day, and shall leave no open trenches or excavations over -night unless properly fenced and with the specific approval of the Engineer or the City. 8.7 PLACEMENT OF HEAVY EQUIPMENT The Contractor shall not leave construction equipment parked in front of or on a residential lot overnight or on weekends. At the close of work each day, the equipment shall be driven to and stored in a designated area so that the equipment will not become an "attractive nuisance" to neighborhood children. All equipment left unattended during the course of working day, such as during lunch hours or work breaks, shall not be left in a condition or location which would create a safety hazard to the general public. All keys shall be removed from the machines during those times. 8.8 TEMPORARY FACILITIES AND CONTROLS The Contractor shall provide controls for sanitary facilities, environmental protection and safety controls on site acceptable to the Florida Department of Health and Rehabilitative Services, Department of Environmental Protection, and St. Johns River Water Management District. 8.9 SANITARY PROVISION The Contractor shall provide and maintain such sanitary accommodations adequate for the use of his employees and those of his subcontractors, and as may be necessary to comply with the requirements and regulations of the local and state departments of health. ` -1 Such facilities shall be made available when the first employees arrive on site of the Work, shall be properly secluded from public observation, and shall be constructed and maintained during the progress of the Work in suitable numbers and at such points and in such manner as may be required or approved. The Contractor shall maintain the sanitary facilities in a satisfactory and sanitary condition at all times and shall enforce their use. Contractor shall rigorously prohibit the committing of nuisances on the site of the Work, on the lands of the City or an adjacent property. The City shall have the right to inspect such facilities at all times to determine whether or not they are being properly and adequately maintained. Following the period of necessity for such accommodations, they and all evidence affixed thereto shall be removed. 8.10 WATER AND ELECTRIC SUPPLY The Contractor shall make all necessary applications and arrangements, and pay all fees and charges for water and electrical service necessary for the proper completion of the Project up to the time of final acceptance. The Contractor shall provide and pay for any temporary piping and connections. 8.11 NOISE CONTROL The Contractor shall provide adequate protection against objectionable noise levels caused by the operation of construction equipment, and shall submit a plan to the Engineer for his review prior to initiation and implementation of the plan. 8.12 DUST CONTROL The Contractor shall provide for adequate protection against raising objectionable dust clouds caused by moving construction equipment, high winds or any other cause, and shall submit a plan to the Engineer for his review prior to initiation and implementation of the plan. The Contractor shall provide for satisfactory disposal of surplus water and shall submit a plan to the Engineer for his review prior to initiation and implementation of the plan. Prior approval shall be obtained from the proper authorities for the use of public or private lands or facilities for such disposal. 8.14 POLLUTION, SILTATION AND EROSION CONTROL The Contractor shall provide for and take sufficient precautions to prevent pollution of private and public lands, reservoirs, ponds, rivers, streams, creeks, etc., by the disposal of 29 surplus materials in the forms of solids, Iiquids or gases including„ but not limited to, fuels, oils bitumen, calcium chloride or other harmful materials. Contractor shall conduct and schedule Work operations so as to avoid or otherwise minimize pollution or siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish where there is a high potential for erosion and subsequent water pollution. Erosion control features shall be constructed concurrently with other work and at the earliest practicable time. The Contractor shall prepare a detailed description of Contractor's plan for Erosion and Turbidity Control, including location of erosion control and turbidity control devices, marked on a plan set as needed for clarity. The erosion and turbidity control shall meet the requirements of the St. John's River Water Management District for control of discharge of Total Suspended Matter, and shall prevent water and wind erosion of open excavations and swales. 8.15 LMTATION OF OPERATIONS The Contractor shall control its operations and the operations of its subcontractors and suppliers so as to provide for the free and unobstructed movement of aircraft in the AIR OPERATIONS AREAS of the airport. When the work requires the Contractor to conduct its operations within the Air Operations Area of the airport, the work shall be coordinated with airport management (through the Engineer) at least 48 hours prior to commencement of such work. The Contractor shall not close an Air Operations Area until so authorized by the Engineer and until the necessary temporary marking and associated lighting is in place. When the contract work requires the Contractor to work within an Air Operations Area of the airport on an intermittent basis, the Contractor shall maintain constant communications as hereinafter specified; immediately obey all instructions to vacate the Air Operations Area, and immediately obey ail instructions to resume work in the Air Operations Area. Failure to maintain the specified communications or to obey instructions shall be cause for suspensions of the Contractor's operations in the Air Operations Area until the satisfactory conditions are provided. The Air Operations Area that cannot be closed to operating aircraft on a continuous basis, and will therefore only be closed on an intermittent basis, are indicated on the drawings or will be designated by the Engineer. ME Article III - SUPERVISION AND ADMINISTRATION 9.0 ENGINEER, CITY, CONTRACTOR RELATIONS 9.1 ENGINEER'S RESPONSIBILITY AND AUTHORITY All work done shall be subject to the construction review of the Engineer and City. Any and all technical questions which may arise as to the quality and acceptability of materials furnished, work performed, or work to be performed, interpretation of Plans and Specifications and all technical questions as to the acceptable fulfillment of the Contract on the part of the Contractor shall be referred to the Engineer who will resolve such questions. 9.2 ENGINEER'S DECISION All claims of a technical nature of the City or Contractor shall be presented to the Engineer for resolution. 9.3 SUSPENSION OF WORK The City shall have the authority to suspend the Work wholly or in part, for such periods as may be deemed necessary and for whatever cause, to include but not be limited to, unsuitable weather or such other conditions as are considered unfavorable for prosecution of the Work, failure on the part of the Contractor to carry out the provisions of the Contract or to supply materials meeting the requirements of the Specifications, or the action of a governmental agency, by serving written notice of suspension to the Contractor. In the event that the Engineer shall become aware of any condition which may be cause for suspension of the Work, the Engineer shall immediately advise the City of such condition. The Contractor shall not suspend operations under the provisions of this Paragraph without the City's permission. 9.4 CONSTRUCTION REVIEW OF WORK All materials and each part or detail of the Work shall be subject at all times to construction review by the Engineer and the City. The Engineer and the City may appoint inspectors. The Contractor will be held strictly to the true intent of the Specifications in regard to quality of materials, workmanship, and the diligent execution of the Contract. Such construction review may include mill, plant, or shop inspection, and any material furnished under the Specifications is subject to such inspection. The Engineer and the City shall be allowed access to all parts of the Work and shall be furnished with such information and assistance by the Contractor as is required to make a complete and detailed review, The City shall not be responsible for the acts or omissions of the Contractor. 31 9.5 FIELD TESTS AND PRELMNARY OPERATION The Contractor shall perform the work of placing in operation all equipment installed under this Contract, except as specifically noted hereinafter. The Contractor shall make adjustments necessary for proper operation. The Contractor shall provide construction labor required for preliminary operation of the equipment installed under this Contract. The Contractor shall notify the City when work is considered to be complete, in operating condition, and ready for inspection and tests. Further inspection requirements may be designated in the Technical Specifications, The City will conduct tests it deems necessary to determine if the Work functions properly. Arrangements for testing laboratory services will be made by the City. Payment for testing to show compliance with specified requirements will be paid for by the City. The cost of retesting when materials and workmanship fail to meet specified requirements will be deducted from moneys due the Contractor. 9.6 EXAMINATION OF COMPLETED WORK The City may request an examination of completed work of the Contractor at any time before acceptance by the City of the Work and shall remove or uncover such portions of the finished work as may be directed. After examination, the Contractor shall restore said portions of the Work to the standard required by the Specifications. Should the work thus exposed or examined prove acceptable, the uncovering or removing and the replacing of the covering or making good of the parts removed shall be paid for as extra work, but should the work so exposed or examined prove unacceptable, the uncovering, removing and replacing shall be at the Contractor's expense. 9.7 CONTRACTOR'S SUPERINTENDENT A qualified superintendent, who is acceptable to the City, shall be maintained on the project and give sufficient supervision to the Work until its completion. The superintendent shall have full authority to act on behalf of the Contractor, and all communications given to the superintendent shall be considered given to the Contractor_ In general, such communications shall be confirmed in writing and always upon written request from the Contractor. 9.8 CITY'S RIGHT TO CORRECT DEFICIENCIES Upon failure of the contractor to perform the work in accordance with the Contract Documents, including any requirements with respect to the Schedule of Completion, and after five (5) days written notice to the Contractor, the City may, without prejudice to any 32 other remedy he may have, correct such deficiencies. The Contractor shall be charged all costs incurred to correct deficiencies. 9.9 CITY'S RIGHT TO TERMINATE CONTRACT AND COMPLETE WORK In the event of any default by the Contractor, the City shall have the right to immediately terminate the Contract upon issuance of written notice of termination to the Contractor stating the cause for such action. This Agreement may be terminated by the City without cause provided at least thirty (30) days written notice of such termination shall be given to the Contractor. In the event of termination, the City may take possession of the Work and of all materials, tools and equipment thereon and may finish the Work by whatever method and means it may select. It shall be considered a default by the Contractor whenever he shall: (a) Declare bankruptcy, become insolvent or assign his assets for the benefit of his creditors. (b) Disregard or violate the provisions of the Contract Documents or City's written instructions, or fail to prosecute the Work according to the agreed schedule of completion including extensions thereof. (c) Fail to provide a qualified superintendent, competent workmen or subcontractors, or proper materials, or fail to make prompt payment therefore. 9.10 RIGHTS OF VARIOUS INTEREST Wherever work being done by the City's forces or by other contractors is contiguous to work covered by the Contract, the respective rights of the various interests involved shall be established by the City, to secure the completion of the various portions of the Work in general harmony. 9.11 SEPARATE CONTRACTS The City may let other contracts in connection with the Work of the Contractor. The Contractor shall cooperate with other Contractors with regard to storage of materials and execution of their work. It shall be the Contractor's responsibility to inspect all work by other contractors affecting his work and to report to the City any irregularities which will not permit him to complete his work in a satisfactory manner. His failure to notify the City of such irregularities shall indicate the work of other contractors has been satisfactorily completed to receive his work_ It shall be the responsibility of the Contractor to inspect the completed work in place and report to the Engineer immediately any difference between completed work by others and the Plans. 9.12 SUBCONTRACTS AND PURCHASE ORDERS Prior to signing the Contract or at the time specified by the City, the Contractor shall submit in writing to the City the names of the subcontractor proposed for the Work. Subcontractor may not be changed except at the request or with the approval of the City. 33 The Contractor is responsible to the City for the acts and omissions of his subcontractors and their direct or indirect employees, to the same extent as he is responsible for the acts and omissions of his employees. The Contract Documents shall not be construed as creating a contractual relation between any subcontractors and the City. The Contractor shall bind every subcontractor by the terms of the Contract Documents. For convenience of reference and facilitate the letting of contracts and subcontracts, the Specifications are separated into title sections. Such separations shall not, however, operate to make the Engineer or City an arbiter to establish Iimits to the contracts between the Contractor and subcontractors. 9.13 WORK DURING AN EMERGENCY The Contractor shall perform any work and shall furnish and install materials and equipment necessary during an emergency endangering life or property. In all cases, he shall notify the Engineer and City of the emergency as soon as practicable, but he shall not wait for instructions before proceeding to properly protect both life and property. 9.14 ORAL AGREEMENTS No oral order, objection, claim or notice by any party to the others shall affect or modify any of the terms or obligations contained in any of the Contract Documents, and none of the provisions of the Contract Documents shall be held to be waived or modified by reason of any act whatsoever, other than by a definitely agreed waiver or modification thereof in writing, and no evidence shall be introduced in any proceeding of any other waiver or modification. 9.15 NIGHT, SATURDAY AND /OR SUNDAY WORK No night or Saturday and Sunday work will be permitted, except in case of emergency, or with prior approval from City, and then only to such extent as is absolutely necessary to protect life or property. This clause shall not pertain to crews organized to perform restoration work which needs no verifying inspection, maintenance work on equipment, or to operate and maintain special equipment such as dewatering pumps which may be required to work 24 hours per day. All such night, Saturday and/or Sunday work must be authorized by the City. 9.16 UNAUTHORIZED WORK Work done without lines and grades having been established, work done without proper inspection, or any changes made or extra work done without written authority will be done at the Contractor's risk and will be considered unauthorized, and, at the option of the City, may not be measured and paid for. 9.17 USE OF COMPLETED PORTIONS OF THE WORK 34 The City shall have the right to use, occupy, or place into operation any portion of the Work that has been completed sufficiently to permit safe use, occupancy, or operation, as determined by the Engineer. If such use, occupancy, or operation increases the cost of or delays the Work, the Contractor shall be entitled to extra compensation, or an extension of tune, or both, as determined by the Engineer. However, if Contractor has failed to complete the Work in accordance with the time requirements of the Agreement, no compensation (including set -offs to liquidated damages) shall be allowed for such use or occupancy. 9.18 CONTRACTOR'S RESPONSIBILITY FOR WORK Until acceptance of the Work by the City, it shall be under the charge and care of the Contractor, and he shall take every necessary precaution against injury or damage to the Work by the action of the elements or from any other cause whatsoever, whether arising from the execution or from the non - execution of the Work. The Contractor shall rebuild, repair, restore and make good, without additional compensation, all injury or damage to any portion of the Work occasioned by any cause, other than the sole and active negligence of the City, before its completion and acceptance. 10.0 MEASUREMENT AND PAYMENT 10.1 DETAILED BREAKDOWN OF CONTRACT Except in cases where unit prices form the basis for payment under the Contract, the Contractor shall submit a complete breakdown of the contract amount showing the value assigned to each part of the Work, including an allowance for profit and overhead within ten (10) days of the execution of the Contract by the parties. Upon approval of the breakdown of the contract amount by the Engineer and the City, it shall be used as the basis for all requests for payment. 10.2 REQUEST FOR PAYMENT The Contractor may submit to the City not more than once each month a request for payment for work completed. Where applicable, the Contractor may choose to submit a request for payment at the substantial completion of each work order. The City may elect to provide its own form for the Contractor to submit progress payment requests. The standard form provided by the City, or a form presented by the Contractor having received prior approval from the City, can be used for the submittal of a progress payment. The Contractor shall furnish the Engineer and the City all reasonable facilities required for obtaining the necessary information relative to the progress and execution of the Work. In addition to each month's invoice, an updated project schedule shall be submitted. 35 Each request for payment shall be computed from the work completed to date on all items listed in the detailed breakdown of the contract amount less previous payments and back charges. Progress payments on account of Unit Price Work will be based on the number of units completed at the time the payment request was dated by the Contractor. If payment is requested on the basis of materials and equipment not incorporated in the project but delivered and suitably stored at the site or at another location agreed to in writing, the payment request shall also be accompanied by a bill of sale, invoice or other documentation warranty that the City has received the materials and equipment free and clear of all liens, charges, security interests and encumbrances, all of which shall be satisfactory to the City. No payments shall be made for materials stored on site without approval of the City. An amount of 10% of each monthly pay request shall be retained until final completion and written acceptance of the Work by the City. Payment of the retainage shall be included in the Contractor's final pay request in accordance with Paragraph 10.14. Any deviation in the release or partial release of the 10% retainage shall be at the sole discretion of the City, but in no case earlier than completion of the Engineer's "punch list inspection ". Any request for payment shall be accompanied by claim releases for work done or materials furnished in accordance with Paragraph 10.13. Prior to submission of any request for payment by the Contractor, the Engineer shall review the request for payment to determine the following: (a) That the work covered by the request for payment has been completed in accordance with the intent of the Plans and Specifications. (b) That the quantities of work have been completed as stated in the request for payment, whether for a unit price contract or for payment on a lump -sum contract. 10.3 CITY'S ACTION ON A REQUEST FOR PAYMENT Within thirty (30) days from the date of receipt of a request for payment the City shall do one of the following: (a) Approve and pay the request for payment as submitted. (b) Approve and pay such other amount of the request for payment in accordance with Paragraph 10.4 as the City shall decide is due the Contractor, informing the Contractor in writing of the reasons for paying the amended amount. (c) Disapprove the request for payment in accordance with Paragraph 10.4 informing the Contractor in writing of the reasons for withholding payment. E 10.4 CITY'S RIGHT TO WITHHOLD PAYMENT OF A REQUEST FOR PAYMENT The City may withhold payment in whole or in part on a request for payment to the extent necessary for any of the following reasons: (a) Work not performed but included in the request for payment, or the contract Price has been reduced by written change order. (b) Work covered by the request for payment which is not in accordance with the Plans, Specifications and generally accepted construction practices, including if, in the opinion of the City, there is sufficient evidence that the Work has not been satisfactorily completed, or based upon tests and/or inspections the work is defective or has been damaged requiring correction or replacement . (c) In the event of a filing of a claim or lien, or information received by City of a potential filing of a claim or lien against the Contractor or City. (d) Failure of the Contractor to make payments to subcontractors, material suppliers or labor. (e) Damage to another contractor. (f) The City has had to correct a defect in the Work, or there are other items entitling the City to a set -off against the amount recommended. (g) Default of any of the provisions of the Contract Documents. 10.5 PAYMENT FOR UNCORRECTED WORK Should the City direct, in writing, the Contractor not to correct work that has been damaged or that was not performed in accordance with the Contract Documents, an equitable deduction from the contract amount shall be made to compensate the City for the uncorrected work. 10.6 PAYMENT FOR REJECTED WORD AND MATERIALS The removal of work and materials rejected under Paragraph 5.3 and the re- execution of work by the Contractor shall be at the expense of the Contractor and the Contractor shall pay the cost of replacing the destroyed or damaged work of other contractors by the removal of the rejected work or materials and the subsequent re- execution of that work. In the event that City incurs expenses related thereto, Contractor shall pay for the same within thirty (30) days after written notice to pay is given by the City. If the Contractor does not pay the expenses of such removal, after ten (10) days written notice being given 04 by the City of its intent to sell the materials, the City may sell the materials and shall pay to the Contractor the net proceeds therefrom after deducting all the costs and expenses that are incurred by the City. If the proceeds do not cover the expenses incurred by the City, such additional amounts may be set -off against any payments due Contractor. 10.7 CHANGES IN THE WORK A. Change Orders If conditions require a change in the scope of work or additional work varying from the original Plans or Specifications, such change shall be effected by the Contractor when the City issues a written Change Order. The Change Order shall set forth in complete detail the nature of the change, the change in the compensation to be paid the Contractor and whether it is an addition or a reduction of the original total contract cost. Should additional or supplemental drawings be required, they will be furnished by the Engineer. Compensation to be paid to the Contractor for accomplishing the work of a Change Order shall be established in one of the following ways: (a) By lump sum proposed by the Contractor and accepted by the City. (b) By unit prices established and agreed to. (c) By unit prices established for additional kinds of work. (d) By other methods as may be mutually agreed upon. (e) By force account wherein the Contractor provides the labor and materials at Contractor's direct cost plus 15% for overhead and profit. When the force account method is used, the Contractor shall provide full and complete records of all costs for review by the City. B. Claims Claims arising from changes or revisions made by the Contractor at the City's request shall be presented to the City before work starts on the changes or revisions. If the Contractor deems that extra compensation is due for work not covered herein, or in Supplemental Agreement, the Contractor shall notify the City in writing of its intention to make claim for extra compensation before work begins on which the claim is based. If such notification is not given and the City is not afforded by the Contractor a method acceptable to the City for keeping strict account of actual cost, then the Contractor hereby waives its request for such extra compensation. The City is not obligated to pay the Contractor if the City is not notified as described above. The Contractor may refuse to perform additional work requested by the City until an appropriate agreement is executed by the parties. Such notice by the Contractor and the fact that the City has kept account of 38 the costs as aforesaid shall not in any way be construed as proving the validity of the claim. C. Differing Site Conditions Contractor shall promptly, and before such conditions are disturbed, notify City in writing of. 1. Subsurface or latent physical conditions at the site differing materially from those indicated in this Agreement and its subparts; or 2. Unknown physical conditions at the site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inhering in the work of the character provided for in this Agreement. If City finds that conditions materially differ and will cause an increase or decrease in the Contractor's cost or the time required to perform any part of the work under this Agreement, whether or not changed as a result of such conditions, the City shall approve an equitable adjustment and will according modify the Agreement in writing. Any claim for an equitable adjustment of the contract price based upon differing site conditions is specifically conditioned upon prior written approval of the additional compensation by City. No claim of the Contractor under this clause shall be allowed unless the Contractor has given the notice required herein. Further, no claim by the Contractor for an equitable adjustment shall be allowed if asserted after final payment under this Agreement. 10.8 CANCELED ITEMS OF WORK The City shall have the right to cancel those portions of the contract relating to the construction of any item provided therein. Such cancellation, when ordered by the City in writing, shall entitle the Contractor to the payment of a fair and equitable amount covering all costs incurred by him pertaining to the canceled items before the date of cancellation or suspension of the Work. The Contractor shall be allowed a profit percentage on the materials used and on construction work actually done, at the same rates as provided for "Changes in the Work ", but no allowance will be made for anticipated profits. Acceptable materials ordered by the Contractor or delivered on the site before the date of such cancellation or suspension shall be purchased from the Contractor by the City at actual cost and shall thereupon become the property of the City. 10.9 PAYMENT FOR WORK SUSPENDED BY THE CITY If the Work or any part thereof shall be suspended by the City as provided in Paragraph 9.3, the Contractor will then be entitled to payment for all work done except as provided in Paragraph 10.4. 39 10. 10 PAYMENT FOR WORK BY THE CITY The cost of the work performed by the City removing construction materials, equipment, tools and supplies in accordance with Paragraph 5.7 and in correcting deficiencies in accordance with Paragraph 9.8 shall be paid by the Contractor. 10.11 PAYMENT FOR WORK BY CITY FOLLOWING TERMINATION OF CONTRACT A. Termination by City for Cause Upon termination of the contract by the City for cause, including abandonment or termination by Contractor, the City may enter into an agreement with others for the completion of the Work under this Agreement and the Contractor shall be held harmless for the work of others. No further payments shall be due the Contractor until the Work is completed and accepted by the City. If the unpaid balance of the contract amount shall exceed the cost of completing the Work including all overhead costs, Contractor shall be paid up to the amount of the excess balance on a quantum meruit basis for the work done prior to termination. If the cost of completing the Work shall exceed the unpaid balance, the Contractor or its Surety shall pay the difference to the City. The cost incurred by the City as herein provided shall include the cost of the replacement contractor and other expenses incurred by the City through the Contractor's default. In either event, all work done, tracings, plans, specifications, maps, computer programs and data prepared by the Contractor under this Agreement shall be considered property of the City, B. Termination by City Without Cause In the event the City without cause abandons, terminates or suspends this Agreement, the Contractor shall be compensated for services rendered up to the time of such termination on a quantum meruit basis and any work done or documents generated by the Contractor shall remain the property of the City. 10.12 TERMINATION OF CONTRACTOR'S RESPONSIBILITY The Contract will be considered complete when all work has been finished, the final construction review is made by the Engineer, and the project accepted in writing by the City. 10.13 RELEASE OF CLAIMS (INTERIMIFINAL) The Contractor shall deliver, with each request for payment, a completed Affidavit and Release of Claim on a form supplied by the City. Also, from each supplier or subcontractor who has notified the City of his right to file a Claim (Notice to City) or who is listed in the Contractor's Affidavit and Release of Claim as an unpaid, potential 40 Claimant, a Claimant's Sworn Statement of Account, executed by the supplier or subcontractor, must be attached to each request for payment. If the completed forms are not supplied with the request for payment, the City will notify Contractor of the outstanding claims of record and, if said completed form(s) are not supplied within thirty (30) days, the City shall make joint payments to the Contractor and outstanding claimants. 10.14 ACCEPTANCE AND FINAL PAYMENT When it is determined, as a result of a joint inspection of the Work by the Contractor, City, and Engineer that the Work has been completed in accordance with the terms of the Contract Documents, the Engineer shall certify completion of the Work to the City. At that time, the Contractor may submit the Contractor's final request for payment. The Contractor's final request for payment shall be the contract amount plus all approved written additions less all approved written deductions and less previous payments made. As a condition for Final payment, a Contractor's Final Affidavit must be received by the City along with his Final Payment Request and any as -built drawings which may be required. The Contractor shall furnish full and final releases of Claim for labor, materials and equipment incurred in connection with the Work, following which the City will release the Contractor except as to the conditions of the performance bond, any legal rights of the City, required guarantees and satisfaction of all warranty work, and shall authorize payment of the Contractor's final request for payment. 10.15 SATISFACTION OF WARRANTY WORK AFTER FINAL PAYMENT The making of the final payment by the City to the Contractor shall not relieve the Contractor of responsibility for faulty materials or workmanship. The City shall promptly give notice of faulty materials and workmanship and the Contractor shall promptly replace any such defects discovered within one (1) year from the date of final written acceptance of the Work by the City. 11.4 PUBLIC CONTRACT REQUIREMENTS 11.1 COVENANT AGAINST CONTINGENT FEES The Contractor warrants that he has not employed or retained any company or person, other than a bona fide employee working solely for the Contractor, to solicit or secure this Agreement and that he has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for the Contractor, any fee, commission, percentage, gift or any other consideration contingent upon or resulting from the award or making of this Agreement. For the breach or violation of this paragraph, the City shall have the right to terminate the Agreement without liability and, at its discretion, deduct from the Agreement price, or otherwise recover, the full amount of such fee, commission, percentage, gift or consideration. 41 11.2 INTEREST OF MEMBERS OF CITY AND OTHERS No officers, members or employees of the City and no member of its governing body, and no other public official of the governing body of the locality or localities in which services for the facilities are situated or carried out, who exercises any functions or responsibilities in the review or approval of the undertaking or carrying out of this project, shall participate in any decision relating to this Agreement which affects his personal interest, or have any personal or pecuniary interest, direct or indirect, in this Agreement or the proceeds thereof. 11.3 CERTIFICATION OF RESTRICTIONS ON LOBBYING The Contractor agrees that no Federal appropriated funds have been paid or will be paid by or on behalf of the Contractor to any person for influencing or attempting to influence any officer or employee of any Federal agency, a member of Congress, an officer or employee of Congress or an employee of a member of Congress in connection with the awarding of any Federal contract, the malting of any Federal Grant, the making of any Federal loan, the entering into of any cooperative agreement and the extension, continuation, renewal, amendment or modification of any Federal contract, Grant, loan or cooperative agreement. Further, Contractor shall fully comply with the Federal Lobbying Disclosure Act of 1995. If any funds other than Federal appropriated funds have been paid by the Contractor to any person for influencing or attempting to influence an officer or employee of any Federal agency, a member of Congress, an officer or employee of Congress or an employee of a member of Congress in connection with any Agreement, the undersigned shall complete and submit the attached Standard Form -LLL "Disclosure Form to Report Lobbying" in accordance with its instructions. Any and all subcontracts executed by Contractor for the Work hereunder shall likewise certify and disclose accordingly 11.4 INTEREST OF CONTRACTOR The Contractor covenants that he presently has no interest and shall not acquire any interest, direct or indirect, which shall conflict in any manner or degree with the performance of services required to be performed under this Agreement. The Contractor further covenants that in the performance of this Agreement, no person having any such interest shall be employed. The Contractor shall not undertake any professional work which conflicts with his duties as the City's Contractor without the prior written consent of the City during the term of this Agreement. Any work where the Contractor can reasonably anticipate that it may be called to testify as a witness against the City in any litigation or administrative proceeding will constitute a conflict of interest under this Agreement. 11.5 PUBLIC ENTITY CRIMES !Ya The Contractor shall file the attached sworn statement which is entitled PUBLIC ENTITY CRIMES, stating whether a person or affiliate as defined in Section 287.133 (1) Florida Statutes, has been convicted of a public entity crime subsequent to July 1, 1989, in accordance with the provisions of said statute. 11.6 DRUG -FREE WORKPLACE The Agreement documents also consist of the "Drug -Free Workplace Form" which is in accordance with Florida Statute 287.089 and must be signed and instituted. 11.7 COMPLLkNCE WITH LAWS Contractor shall comply with all applicable federal laws that in any way regulate or impact the Work, including, but not limited to, The Clean Air Act (42 USC §7506(c)), The Endangered Species Act (16 USC §1531, et seq.), Executive Order No. 11593, Executive Order No. 11988, Executive Order No. 11990, The Fish and Wildlife Coordination Act (PL 85 -624), The Safe Water Drinking Act Section 1424(e) (PL 93- 523, as amended), The Wild and Scenic Rivers Act (PL 90 -542, as amended), The Demonstration Cities and Metropolitan Development Act of 1966 (PL 89 -754), Section 306 of The Clean Air Act, Section 508 of The Clean Water Act, Executive Order No. 11738, The Civil Rights Act of 1964 (PL 88 -352), The Age Discrimination Act (PL 94- 135), Section 13 of The Federal Water Pollution Control Act (PL 92 -500), Executive Order No. 11246, Executive Order No. 11625, Executive Order No. 12138, Executive Order No. 12549, The Davis Bacon Act (40 USC §276), the Occupational Safety and Health Act and applicable regulations, and the Americans with Disabilities Act (PL 101- 336). 11.8 INSURANCE The Contractor agrees to carry insurance, of the types and subject to the limits as set forth below and maintain said insurance during the life of this agreement: (a) Workers' Compensation - Contractor shall purchase workers' compensation insurance as required by law. (b) Commercial General Liability - Contractor shall purchase Commercial General Liability insurance with a combined single limit of at least $5,000,000.. (c) Commercial Auto Liability - Contractor shall purchase Commercial Auto Liability insurance with a combined single limit of at least $1,000,000. Further, Contractor shall maintain such insurance as is reasonably required to satisfy its obligations under Paragraph 9.18 for the Work paid for by the City but not yet accepted. The insurance company selected shall be A+ or better per the Best's Key Rating Guide. The Contractor and the insurance company(s) shall agree to furnish the City thirty (30) days written notice of their intent to cancel or terminate said insurance. It is the full responsibility of the contractor to insure that all sub - contractors have full insurance coverage as stated above. 43 The Contractor shall not commence the Work under this contract until he has obtained all the insurance required under this paragraph and certificates of such insurance have been submitted to the City, nor shall the Contractor allow any subcontractor to commence work on his subcontract until all insurance required has been so obtained and approved by the City. The Contractor shall carry and maintain until acceptance of the Work, insurance as specified herein and in such form as shall protect him and any subcontractor performing work under this Contract, or the City, from all claims and liability for damages for bodily injury, including accidental death, under this Contract, whether by himself or by any subcontractor or by any one directly or indirectly employed by either of them. The Contractor shall furnish to the City certificates of insurance in duplicate showing proof of insurance, naming the City and the Engineer as additional insured parties, prior to the start of construction as provided in the Contract. 11.9 BOND The Contractor shall provide bonds issued by companies holding certificates of authority as acceptable sureties in the form prescribed by State Law, and generally as shown in these Documents, for Performance and Payment, each in the amount of 100% of the total contract amount. 11.10 PERMITS All City and St. John's River Water Management District permits and other permits necessary for the prosecution of the Work shall be secured by the City, except for Contractor's licenses and registrations. Contractor shall secure a building permit if required by the City's Building Official. 11.11 LAWS TO BE OBSERVED The Contractor shall give all notices and comply with all federal, state and local laws, ordinances, permit requirements and regulations in any manner affecting the conduct of the Work, and all such orders and decrees as enacted by bodies or tribunals having any jurisdiction or authority over the Work, and shall indemnify and save harmless the City and Engineer against any expense, claim or liability arising from, or based on, the violation of any such law, ordinance, regulation, permit requirements, order or decree, whether by himself or his employees. The failure of the Contractor to adhere to any known law or regulation pertaining to furnishing services under this Agreement shall constitute a material breach of this Agreement. The Contractor acknowledges that this requirement includes compliance with all federal, state and local health and safety rules and regulations. The Contractor shall keep himself fully informed of all existing and pending state and national laws and municipal ordinances and regulations in any manner affecting those 44 engaged or employed in the Work, or in any way affecting the conduct of tribunals having any jurisdiction or authority over the same. If any discrepancy or inconsistency is discovered in the Plans, Specifications, or Contract for this work in relation to any such law, ordinance, regulations, order or decree, he shall forthwith report the same to the Engineer and City in writing. He shall at all times himself observe and comply with and cause all his agents, subcontractors and employees to observe and comply with decrees; and shall protect and indemnify the City and Engineer, their officers, employees and agents against any expense, claim or liability arising from or based upon violation of any such law, ordinance, regulations, orders or decree, whether by himself or his employees. All building construction work alterations, repairs or mechanical installations and appliances connected therewith shall comply with the applicable building rules and regulations, restrictions and reservations of record, local ordinances and such other statutory provisions pertaining to this class of work. 1 I.12 DEBARMENT AND SUSPENSION In accordance with Executive Order 12549, Debarment and Suspension (40 CFR 32), the Contractor shall agree and certify that neither it, nor its principals, is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency; and that the Contractor shall not knowingly enter into any lower tier contract, or other covered transaction, with a person who is similarly debarred or suspended from participating in this covered transaction without prior written approval of the City. Upon execution of this Agreement by the Contractor, the Contractor shall complete sign and return a copy of the form entitled "Certification Regarding Debarments, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Federally Funded Transactions" attached hereto, and shall include the language of this Paragraph and the attached form in all subcontracts executed to support the Contractor's work under this Agreement. 1 1.13 FEDERAL AID PARTICIPATION For AIP contracts, the United States Government has agreed to reimburse the Owner for some portion of the contract costs. Such reimbursement is made form time to time upon the Owner's request to the FAA. In consideration of the FAA's agreement with the Owner (City), the Owner has included provisions in this contract pursuant to the requirements of the Airport Improvement Act of 1982, as amended by the Airport and Airway Safety and Capacity Expansion Act of 1987, and the Rules and Regulations of the FAA that pertain to the work. As required by the Act, the contract work is subject to the inspection and approval of the duly authorized representatives of the Administrator, FAA and is further subject to those provisions of the rules and regulations that are cited in the contract plans, or specifications. 45 No requirement of the Act, the rules and regulations implementing the Act, or this contract shall be construed as making the Federal Government a party to the contract nor will any such requirement interfere, in any way, with the rights of either party to the contract. The attention of the Contractor is also invited to the fact that the State in which this project is located will pay a portion of the costs of this improvement. In accordance with said state's rules and regulations, work will be subject to such inspection of the State or its representatives, as deemed necessary to protect the interests of the people of the State. The Contractor shall furnish the inspecting party with every reasonable assistance to ascertain whether or not the requirements and intent of the contract are being met. Such inspections will in no way infer that the State is a party to the contract, except for those contracts wherein the State is a signatory. 12.0 MISCELLANEOUS 12.1 ADDRESSES FOR NOTICES All notices given under or in connection with any of the Contract Documents shall be delivered in person or by telegraph or registered or certified mail to the parties at the address as either party may by notice designate. 12.2 WRITTEN NOTICE Written notice shall be considered as served when delivered to the designated representative of the Contractor and receipt acknowledged or sent by registered mail to the individual, firm, or corporation to the business address stated in Bid Proposal. Change of Address: It shall be the duty of each party to advise the other parties to the Contract as to any changes in his business address until completion of the Contract. 12.3 TAXES Contractor shall pay all sales or other taxes of any type which may be incurred in connection with the Work hereunder, and shall reimburse the City for any such taxes paid by the City. 12.4 TIlVIE IS OF VITAL IMPORTANCE It is agreed and understood that time is of vital importance with respect to the completion date for the Work and all other provisions of the Contract Documents. 46 12.5 NO WAIVER OF LEGAL RIGHTS Neither the payment for, nor acceptance of the whole or any part of the Work by the City or representatives of the City, nor any extension of time, nor the withholding of payments, nor any possession taken by the City, nor the termination of employment of the Contractor shall operate as a waiver of any portion of the Contract or any power therein reserved or any right therein reserved or any right therein provided, nor shall the waiver by the City of any of the Contractor's obligations or duties under this Agreement constitute a waiver of any other obligation or duty of the Contractor under this Agreement. 12.6 RIGHT TO WORK PRODUCT No reports, data, programs or other material produced in whole or in part under this Agreement shall be subject to copyright by the Contractor, in the United States or in any other country. The City or its assigns shall have the unrestricted authority to publish, disclose, distribute and otherwise use, in whole or in part, any reports, data, programs or other material prepared under this Agreement. All tracings, plans, specifications, maps, computer programs and data prepared or obtained under this Agreement shall remain the property of the City. Any use of any plans and specifications by the City except the use reasonably contemplated by the City at the time the City entered this Agreement will be at the City's risk and Contractor, its officers, directors and employees, will be held harmless from such use. IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed, the day and year first above written. ATTEST; THE CITY OF SEBASTIAN Sally A. Maio, CMC City Clerk (SEAL) Approved as to Form and Content for: Reliance by the City of Sebastian Only Rich Stringer, City Attorney 47 Name: Terrence R. Moore Title: City Manager DRUG -FREE WORKPLACE FORM The undersigned Contractor, in accordance with Florida Statute 287.087 hereby certifies that does: Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Inform employees about the dangers of drug abuse in the workplace, the business' policy of maintaining a drug -free workplace, any available drug counseling, rehabilitation, employee assistance programs and the penalties that may be imposed upon employees for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services a copy of the statement specified in Paragraph 1. 4. In the statement specified in Paragraph 1, notify the employees that, as a condition of working on the commodities or contractual services that the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to any violation of Chapter 1893 or of any controlled substance law of the United States or any state, for a violation occurring in the workplace no later than five (5) days after such conviction. Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, by any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug -free workplace through implementation of Paragraph I through 5. As the person authorized to sign this statement, I certify that this firm complies fully with the above requirements. Bate: 11J Contractor PUBLIC ENTITY CRIMES Any person submitting a quote, bid, or proposal in response to this invitation or a contract, must execute the enclosed form PUR. 7069, sworn statement under section 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CKM ES, including proper check(s), in the space(s) provided, and enclose it with his quote, bid, or proposal. If you are submitting a quote, bid or proposal on behalf of dealers or suppliers who will ship commodities and receive payment from the resulting contract, it is your responsibility to see that copy(ies) of the form are executed by them and are included with your quote, bid, or proposal. Corrections to the form will not be allowed after the quote, bid, or proposal opening time and date. Failure to complete this form in every detail and submit it with your quote, bid, or proposal may result in immediate disqualification of your bid or proposal. The 1989 Florida Legislature passed Senate Bill 458 creating Sections 287.132 - 133, Florida Statutes, effective July 1, 1989. Section 287.132(3)(d), Florida Statutes, requires the Florida Department of General Services to maintain and make available to other political entities a "convicted vendor" list consisting of persons and affiliates who are disqualified from public contracting and purchasing process because they have been found guilty of a public entity crime. A public entity crime is described by Section 287.133, Florida Statutes, as a violation of any State or Federal law by a person with respect to and directly related to the transaction of business with any public entity in Florida or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or with an agency or political subdivision and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. By law no public entity shall accept any bid from, award any contract to, or transact any business in excess of the threshold amount provided in Section 287.017, Florida Statutes, for category two with any person or affiliate on the convicted vendor list for a period of 36 months from the date that person or affiliate was placed on the convicted vendor list unless that person or affiliate has been removed from the list pursuant to Section 287.133(3)(f), Florida Statutes. Therefore, effective October 1, 1990, prior to entering into a contract (formal contract or purchase order in excess of the threshold amount for category two) to provide goods or services to THE CITY OF SEBASTIAN, a person shall file a sworn statement with the contracting officer or Purchasing Director, as applicable. The attached statement or affidavit will be the form to be utilized and must be properly signed in the presence of a notary public or other officer authorized to administer oaths and properly executed. THE INCLUSION OF THE SWORN STATEMENT OR AFFIDAVIT SHALL BE SUBMITTED CONCURRENTLY WITH YOUR QUOTE OR BID DOCUMENTS. NON - INCLUSION OF THIS DOCUMENT MAY NECESSITATE REJECTION OF YOUR QUOTE OR BID. 50 SWORN STATEMENT UNDER SECTION 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted with the Municipal Airport Infrastructure Improvements Services Agreement for THE CITY OF SEBASTIAN. 2. This sworn statement is submitted by business address is Federal Employer Identification (FEIN) is , whose and (if applicable) its 3. My name is (please print name of individual signing) and my relationship to the entity named above is 4. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 5. 1 understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a plea of guilty or nolo contendere. b. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means: (1) A predecessor or successor of a person convicted of a public entity crime; or (2) An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima 51 facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 7. 1 understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity, 8. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Please indicate which statement applies.) Neither the entity submitting this sworn statement, nor any officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, nor any affiliate of the entity have been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of the officers, directors, executives, partners, shareholders, employees, members or agents who are active in management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989, AND (Please indicate which additional statement applies.) There has been a proceeding concerning the conviction before a hearing officer of the State of Florida, Division of Administrative Hearings. The final order entered by the hearing officer did not place the person or affiliate on the convicted vendor list. (Please attach a copy of the final order.) The person or affiliate was placed on the convicted vendor list. There has been a subsequent proceeding before a hearing officer of the State of Florida, Division of Administrative Hearings. The final order entered by the hearing officer determined that it was in the public interest to remove the person or affiliate from the convicted vendor list. (Please attach a copy of the final order.) The person or affiliate has not been placed on the convicted vendor list. (Please describe any action taken by or pending with the Department of General Services.) (Signature) Date: 52 STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this day of 2002 by (title) on behalf of He /she is personally known to me or has produced identification and did ( ) did not ( ) take an oath. (Notary Signature) Name: My Commission Expires: Commission Number: 53 as ATTACHMENT `B' SEBASTIAN MUNICIPAL AIRPORT ACCESS ROADS, WATER AND SEWER GENERAL PROVISIONS, TECHNICAL SPECIFICATIONS AND PLANS ACCESS ROADS 1 WATER AND SEWER TABLE OF CONTENTS Section Description Page Number GENERAL PROVISIONS GP -10 Definition of Terms GP -10 -1 to GP -10 -5 GP -20 Proposal Requirements and Conditions GP -20 -1 to GP -20 -3 GP -30 Award and Execution of Contract GP -30 -1 to GP -30 -2 TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL_ REQUIREMENTS 01000 Mobilization 01000 -1 to 01000 -1 01010 Scope of Work 01010 -1 to 01010 -4 01040 Project Coordination 01040 -1 to 01040 -4 01300 Submittals 01300 -1 to 01300 -6 01400 Quality Control Services 01400 -1 to 01400 -2 01600 Material and Equipment 01600 -1 to 01600 -4 01700 Contract Closeout 01700 -1 to 01700 -7 DIVISION 2 - SITEWORK P -100 FDOT Specifications P -100 -1 to P -100 -2 SC -1 General Requirements T.S. 1 -1 to T.S. 1 -8 SC -2 Maintenance of Traffic T.S. 2 -1 to T.S. 2 -3 SC -3 Water Mains T.S. 3 -1 to T.S. 3 -13 SC-4 Force Mains T. S. 4 -1 to T. S. 4 -13 SC -5 Gate Valves T.S. 5 -1 to T.S. 5 -3 SC -6 Water Service Tubing T.S. 6 -1 to T.S. 6 -4 SC-7 Miscellaneous Appurtenances T. S. 7 -1 to T. S. 7 -3 SC -8 Directional Bore Crossings T.S. 8 -1 to T.S. 8 -9 SC -9 Testing and Disinfecting Water Mains T. S. 9 -1 to T. S. 9 -3 SC -10 Testing Force Mains T. S. 10 -1 to T.S. 10 -3 SC-11 Site Cleanup T. S. 11 -1 SC -12 Surface Restoration T.S. 12 -1 to T.S. 12 -6 SCA3 Sodding, Seeding and Mulching T.S. 13 -1 to T.S. 13 -4 SC -14 Final Asphaltic Concrete SurfaceCourse T.S. 14 -1 to T.S. 14 -3 SC-15 Pavement Markings T.S. 15 -1 to T.S. 15 -2 SC -16 Cased Crossing of Taxiway T.S. 16 -1 to T.S. 16 -4 Access Roads / Water and Sciver Table of Contents Sebastian Municipal Airport ATTACHMENT `B" TOC- l GENERAL PROVISIONS SECTION 10 DEFINITION OF TERMS Whenever the following terms are used in these specifications, in the contract, in any documents or other instruments pertaining to construction where these specifications govern, the intent and meaning shall be interpreted as follows: 10 -01 AASHTO. The American Association of State Highway and Transportation Officials, the successor association to AASHTO. 10 -02 ACCESS ROAD. The right -of -way, the roadway and all improvements constructed thereon connecting the airport to a public highway. 10 -03 ADVERTISEMENT. A public announcement, as required by local law, inviting bids for work to be performed and materials to be furnished. 10 -04 AIR The Airport Improvement Program, a grant -in -aid program, administered by the Federal Aviation Administration. 10 -05 AIR OPERATIONS AREA. For the purpose of these specifications, the term air operations area shall mean any area of the airport used or intended to be used for the landing, takeoff, or surface maneuvering of aircraft. An air operation area shall include such paved or unpaved areas that are used or intended to be used for the unobstructed movement of aircraft in addition to its associated runway, taxiway, or apron. 10 -06 AIRPORT, Airport means an area of land or water which is used or intended to be used for the landing and takeoff of aircraft, and includes its buildings and facilities, if any. 10 -07 ASTM. See City of Sebastian Construction Contract. 10 -08 AWARD. The acceptance, by the owner, of the successful bidder's proposal. 10 -09 BIDDER. See City of Sebastian Construction Contract. 10 -10 BUILDING AREA. An area on the airport to be used, considered, or intended to be used for airport buildings or other airport facilities or rights -of -way together with all airport buildings and facilities located thereon. 10 -11 CALENDAR DAY. Everyday shown on the calendar. 10 -12 CHANGE ORDER. See City of Sebastian Construction Contract. 10 -13 CONTRACT. The written agreement covering the work to be performed. The awarded contract shall include, but is not limited to: The Advertisement; The Contract Form, The Proposal; The Performance Bond; The Payment Bond; any required insurance certificates, The Specifications; The Plans, and any addenda issued to bidders. 10 -14 CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is provided in the contract. Access Roads/Water & Sewc Sebastian Municipal Airport GP -1 of 10 General Provisions 10 -15 CONTRACT TIME. The number of calendar days or working days, stated in the proposal, allowed for completion of the contract, including authorized time extensions. If a calendar date of completion is stated in the proposal, in lieu of a number of calendar or working days, the contract shall be completed by that date. 10 -16 CONTRACTOR. See City of Sebastian Construction Contract.. 10 -17 DRAINAGE SYSTEM. The system of pipes, ditches, and structures by which surface or subsurface waters are collected and conducted from the airport area. 10 -18 ENGINEER. See City of Sebastian Construction Contract. 10 -19 EQUIPMENT. All machinery, together with the necessary supplies for upkeep and maintenance, and also all tools and apparatus necessary for the proper construction and acceptable completion of the work. 10 -20 EXTRA WORK. An item of work not provided for in the awarded contract as previously modified by change order or supplemental agreement, but which is found by the Engineer to be necessary to complete the work within the intended scope of the contract as previously modified. 10 -21 FAA. The Federal Aviation Administration of the U.S. Department of Transportation. When used to designate a person, FAA shall mean the Administrator or his/her duly authorized representative. 10 -22 FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, and supplements, amendments, and indices thereto are prepared and issued by the General Services Administration of the Federal Government. 10 -23 INSPECTOR. An authorized representative of the Engineer assigned to make all necessary inspections and/or tests of the work performed or being performed, or of the materials furnished or being furnished by the Contractor. 10 -24 INTENTION OF TERMS. Whenever, in these specifications or on the plans, the words "directed," "required," —permitted," "ordered,' "designated," "prescribed," or words of the like import are used, it shall be understood that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended; and similarly, the words "approved," "acceptable," "satisfactory," or words of like import, shall mean approved by, or acceptable to, or satisfactory to the Engineer, subject in each case to the final determination of the owner. Any reference to a specific requirement of a numbered paragraph of the contract specifications or a cited standard shall be interpreted to include all general requirements of the entire section, specification item, or cited standard that may be pertinent to such specific reference. 10 -25 LABORATORY. See City of Sebastian Construction Contract. 10 -26 LIGHTING. A system of fixtures providing or controlling the light sources used on or near the airport or within the airport buildings. The field lighting includes all luminous signals, markers, floodlights, and illuminating devices used on or near the airport or to aid in the operation of aircraft landing at, taking off from, or taxiing on the airport surface. Access Roads/Water & Sewer General Provisions Sebastian Municipal Airport GP -2 of 10 10 -27 MAJOR AND MINOR CONTRACT ITEMS. A major contract item shall be any item that is listed in the proposal, the total cost of which is equal to or greater than 20 percent of the total amount of the award contract. All other items shall be considered minor contract items. 10 -28 MATERIALS. Any substance specified for use in the construction of the contract work. 10 -29 NOTICE TO PROCEED. A written notice to the Contractor to begin the actual contract work on a previously agreed to date. If applicable, the Notice to Proceed shall state the date on which the contract time begins. 10 -30 OWNER (SPONSOR). See City of Sebastian Construction Contract. 10 -31 PAVEMENT. The combined surface course, base course, and subbase course, if any-. considered as a single unit. 10 -32 PAYMENT BOND. See City of Sebastian Construction Contract. 10 -33 PERFORMANCE BOND. See City of Sebastian Construction Contract. 10 -34 PLANS. See City of Sebastian Construction Contract. 10 -35 PROJECT. See City of Sebastian Construction Contract. 10 -36 PROPOSAL. See City of Sebastian Construction Contract. 10 -37 PROPOSAL GUARANTY. The security furnished with a proposal to guarantee that the bidder will enter into a contract if his/her proposal is accepted by the owner. 10 -38 RUNWAY. The area on the airport prepared for the landing and takeoff of aircraft. 10 -39 SPECIFICATIONS. See City of Sebastian Construction Contract. 10-40 STRUCTURES. Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise classified herein. 10-41 SUBGRADE. The soil which forms the pavement foundation. 10-42 SUPERINTENDENT. The Contractor's executive representative who is present on the work during progress, authorized to receive and fulfill instructions from the Engineer, and who shall supervise and direct the construction. 10-43 SUPPLEMENTAL AGREEMENT. See City of Sebastian Construction Contract. 10-44 SURETY. See City of Sebastian Construction Contract. 10-45 TAXIWAY. For the purpose of this document, the term taxiway means the portion of the air operations area of an airport that has been designated by competent airport authority for movement of aircraft to and from the airport's runways or aircraft parking areas. Access Roads/Water & Sewer General Provisions Sebastian Municipal Airport GP -3 of 10 1046 WORK. See City of Sebastian Construction Contract 1047 WORKING DAY. A working day shall be any day other than a legal holiday, Saturday, or Sunday on which the normal working forces of the Contractor may proceed with regular work for at least 6 hours toward completion of the contract. Unless work is suspended for causes beyond the Contractor's control, Saturdays, Sundays and holidays on which the Contractor's forces engage in regular work, requiring the presence of an inspector, will be considered as working days. END OF SECTION 10 Access Roads[Water & Sewer General Provisions Sebastian Municipal Airport GP-4 of 10 SECTION 20 PROPOSAL REQUIREMENTS AND CONDITIONS 20 -01 ADVERTISEMENT (Notice to Bidders). 20 -02 PREQUALIFICATION OF BIDDERS. Each bidder shall furnish the owner satisfactory evidence of his /her competency to perform the proposed work. Such evidence of competency, unless otherwise specified, shall consist of statements covering the bidder's past experience on similar work, a list of equipment that would be available for the work, and a list of key personnel that would be available. In addition, each bidder shall furnish the owner satisfactory evidence of his/her financial responsibility. Such evidence of financial responsibility, unless otherwise specified, shall consist of a confidential statement or report of the bidder's financial resources and liabilities as of the last calendar year or the Contractor's last fiscal year. Such statements or reports shall be certified by a public accountant. At the time of submitting such financial statements or reports, the bidder shall further certify whether his/her financial responsibility is approximately the same as stated or reported by the public accountant. If the bidder's financial responsibility has changed, the bidder shall qualify the public accountant's statement or report to reflect his/ her (bidder's) true financial condition at the time such qualified statement or report is submitted to the owner. Unless otherwise specified, a bidder may submit evidence that he is prequalified with the State Highway Division and is on the current "bidder's list" of the state in which the proposed work is located. Such evidence of State Highway Division prequalification may be submitted as evidence of financial responsibility in lieu of the certified statements or reports hercinbefore specified. Each bidder shall submit "evidence of competency" and "evidence of financial responsibility" to the owner no later than 10 days prior to the specified date for opening bids. 20 -03 CONTENTS OF PROPOSAL FORMS. The owner shall furnish bidders with proposal forms. All papers bound with or attached to the proposal forms are necessary parts and must not be detached. The plans specifications, and other documents designated in the proposal form shall be considered a part of the proposal whether attached or not. 20 -04 ISSUANCE OF PROPOSAL FORMS. The owner reserves the right to refuse to issue a proposal form to a prospective bidder should such bidder be in default for any of the following reasons: a. Failure to comply with any prequalification regulations of the owner, if such regulations are cited, or otherwise included, in the proposal as a requirement for bidding. b. Failure to pay, or satisfactorily settle, all bills due for labor and materials on former contracts in force (with the owner) at the time the owner issues the proposal to a prospective bidder. c. Contractor default under previous contracts with the owner. d. Unsatisfactory work on previous contracts with the owner. 20 -05 INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES. An estimate of quantities of work to be done and materials to be furnished under these specifications is given in the proposal. It is the result of careful calculations and is believed to be correct. It is given only as a basis for comparison of proposals and the award of the contract. The owner does not expressly or by implication agree that the Access Roads/Water & Sewer General Provisions Sebastian Municipal Airport GP -5 of 10 actual quantities involved will correspond exactly therewith; nor shall the bidder plead misunderstanding or deception because of such estimates of quantities, or of the character, location, or other conditions pertaining to the work. Payment to the Contractor will be made only for the actual quantities of work performed or materials furnished in accordance with the plans and specifications. It is understood that the quantities may be increased or decreased as hereinafter provided in the subsection titled ALTERATION OF WORK AND QUANTITIES of Section 40 without in any way invalidating the unit bid prices. 20-06 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE. The bidder is expected to carefully examine the site of the proposed work, the proposal, plans specifications, and contract forms. He shall satisfy himself as to the character, quality, and quantities of work to be performed, materials to be furnished, and as to the requirements of the proposed contract. The submission of a proposal shall be prima facie evidence that the bidder has made such examination and is satisfied as to the conditions to be encountered in performing the work and as to the requirements of the proposed contract, plans, and specifications. Boring logs and other records of subsurface investigations and tests are available for inspection of bidders. It is understood and agreed that such subsurface information, whether included in the plans, specifications, or otherwise made available to the bidder, was obtained and is intended for the owner's design and estimating purposes only. Such information has been made available for the convenience of all bidders. It is further understood and agreed that each bidder is solely responsible for all assumptions, deductions, or conclusions which he may make or obtain from his/her examination of the boring logs and other records of subsurface investigations and tests that are furnished by the owner. 20 -07 PREPARATION OF PROPOSAL. The bidder shall submit his/her proposal on the forms furnished by the owner. All blank spaces in the proposal forms must be correctly filled in where indicated for each and every item for which a quantity is given. The bidder shall state the price (written in ink or typed) both in words and numerals for which he proposes to do each pay item furnished in the proposal. In rase of conflict between words and numerals, the words, unless obviously incorrect, shall govern.. The bidder shall sign his/her proposal correctly and in ink. If the proposal is made by an individual, his/her name and post office address must be shown. If made by a partnership, the name and post office address of each member of the partnership must be shown. If made by a corporation, the person signing the proposal shall give the name of the state under the laws of which the corporation was chartered and the name, titles, and business address of the president, secretary, and the treasurer. Anyone signing a proposal as an agent shall file evidence of his/her authority to do so and that the signature is binding upon the firm or corporation. 20 -08 IRREGULAR PROPOSALS. Proposals shall be considered irregular for the following reasons: a. If the proposal is on a form other than that furnished by the owner, or if the owner's form is altered, or if any part of the proposal form is detached. b. If there are unauthorized additions, conditional or alternate pay items, or irregularities of any kind which make the proposal incomplete, indefinite, or otherwise ambiguous. c. If the proposal does not contain a unit price for each pay item listed in the proposal, except in the case of authorized alternate pay items, for which the bidder is not required to furnish a unit price. d. If the proposal contains unit prices that are obviously unbalanced. Access Roads/Water & Sewer General Provisions Sebastian Municipal Airport GP-6 of 10 e. If the proposal is not accompanied by the proposal guaranty specified by the owner. The owner reserves the right to reject any irregular proposal and the right to waive technicalities if such waiver is in the best interest of the owner and conforms to local laws and ordinances pertaining to the letting of construction contracts. 20 -09 BID GUARANTEE. Each separate proposal shall be accompanied by a certified check, or other specified acceptable collateral, in the amount specified in the proposal form. Such check, or collateral, shall be made payable to the owner. 20 -10 DELIVERY OF PROPOSAL. Each proposal submitted shall be placed in a sealed envelope plainly marked with the project number, location of airport, and name and business address of the bidder on the outside. When sent by mail, preferably registered, the sealed proposal, marked as indicated above, should be enclosed in an additional envelope. No proposal will be considered unless received at the place specified in the advertisement before the time specified for opening all bids. Proposals received after the bid opening time shall be returned to the bidder unopened- 20-11 WITHDRAWAL OR REVISION OF PROPOSALS. A bidder may withdraw or revise (by withdrawal of one proposal and submission of another) a proposal provided that the bidder's request for withdrawal is received by the owner in writing or by telegram before the time specified for opening bids. Revised proposals must be received at the place specified in the advertisement before the time specified for opening all bids. 20 -12 PUBLIC OPENING OF PROPOSALS. Proposals shall be opened, and read, publicly at the time and place specified in the advertisement. Bidders, their authorized agents, and other interested persons are invited to attend. Proposals that have been withdrawn (by written or telegraphic request) or received after the time specified for opening bids shall be returned to the bidder unopened. 20 -13 DISQUALIFICA'T'ION OF BIDDERS. A bidder shall be considered disqualified for any of the following reasons: a. Submitting more than one proposal from the same partnership, firm, or corporation under the same or different name. b. Evidence of collusion among bidders. Bidders participating in such collusion shall be disqualified as bidders for any future work of the owner until any such participating bidder has been reinstated by the owner as a qualified bidder. c. If the bidder is considered to be in "default" for any reason specified in the subsection titled ISSUANCE OF PROPOSAL FORMS of this section. END OF SECTION 20 Access Roads/Water & Sewer General Provisions Sebastian Municipal Airport GP -7 of 10 SECTION 30 AWARD AND EXECUTION OF CONTRACT 30 -01 CONSIDERATION OF PROPOSALS. After the proposals are publicly opened and read, they will be compared on the basis of the summation of the products obtained by multiplying the estimated quantities shown in the proposal by the unit bid prices. If a bidder's proposal contains a discrepancy between unit bid prices written in words and unit bid prices written in numbers, the unit price written in words shall govern. Until the award of a contract is made, the owner reserves the right to reject a bidder's proposal for any of the following reasons: a. If the proposal is irregular as specified in the subsection titled IRREGULAR PROPOSALS of Section 20. b. If the bidder is disqualified for any of the reasons specified in the subsection titled DISQUALIFICATION OF BIDDERS of Section 20. In addition, until the award of a contract is made, the owner reserves the right to reject any or all proposals, waive technicalities, if such waiver is in the best interest of the owner and is in conformance with applicable state and local laws or regulations pertaining to the letting of construction contracts; advertise for new proposals; or proceed with the work otherwise. All such actions shall promote the owner's best interests. 30 -02 AWARD OF CONTRACT. The award of a contract, if it is to be awarded, shall be made within. 30 calendar days of the date specified for publicly opening proposals, unless otherwise specified herein. Award of the contract shall be made by the owner to the lowest, qualified bidder whose proposal conforms to the cited requirements of the owner. 30 -03 CANCELLATION OF AWARD, The owner reserves the right to cancel the award without liability to the bidder, except return of proposal guaranty, at any time before a contract has been fully executed by all parties and is approved by the owner in accordance with the subsection titled APPROVAL OF CONTRACT of this section. 30 -04 RETURN OF PROPOSAL GUARANTY. All proposal guaranties, except those of the two lowest bidders, will be returned immediately after the owner has made a comparison of bids as hereinbefore specified in the subsection titled CONSIDERATION OF PROPOSALS of this section. Proposal guaranties of the two lowest bidders will be retained by the owner until such time as an award is made, at which time, the unsuccessful bidder's proposal guaranty will be returned. The successful bidder's proposal guaranty will be returned as soon as the owner receives the contracts bonds as specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section. 30 -05 REQUIREMENTS OF CONTRACT BONDS. At the time of the execution of the contract, the successful bidder shall furnish the owner a surety bond or bonds which have been fully executed by the bidder and the surety guaranteeing the performance of the work and the payment of all legal debts that may be incurred by reason of the Contractor's performance of the work. The surety and the form of the bond or bonds shall be acceptable to the owner. Unless otherwise specified in this subsection, the surety bond or bonds shall be in a sum equal to the full amount of the contract. Access Roads/Water & Sewer General Provisions Sebastian Municipal Airport GP -8 of 10 30 -06 EXECUTION OF CONTRACT. The successful bidder shall sign (execute) the necessary agreements for entering into the contract and return such signed contract to the owner, along with the fully executed surety bond or bonds specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section, within 15 calendar days from the date mailed or otherwise delivered to the successful bidder. If the contract is mailed, special handling is recommended. 30 -07 APPROVAL OF CONTRACT. Upon receipt of the contract and contract bond or bonds that have been executed by the successful bidder, the owner shall complete the execution of the contract in accordance with local laws or ordinances, and return the fully executed contract to the Contractor. Delivery of the fully executed contract to the Contractor shall constitute the owner's approval to be bound by the successful bidder's proposal and the terms of the contract. 30 -08 FAILURE TO EXECUTE CONTRACT. Failure of the successful bidder to execute the contract and furnish an acceptable surety bond or bonds within the 15 calendar day period specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section shall be just cause for cancellation of the award and forfeiture of the proposal guaranty, not as a penalty, but as liquidation of damages to the owner. Access Roads/Water & Sewer Sebastian Municipal Airport END OF SECTION 30 GP -9 of 10 General Provisions DIVISION I- GENERAL REQUIREMENTS SECTION 01000 MOBILIZATION PART 1 GENERAL. 1.01 DESCRIPTION: The work covered by this section consists of preparatory work and operations, including but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, for providing the items required by the General Provisions, Supplementary Conditions, and General Requirements including but not limited to: the establishment of all temporary offices, buildings, fencing, staging areas, haul routes, and other facilities necessary for work on the project; surveying and construction staking; performance bond, labor and materials bond; insurance; and for all other work and operations which must be performed or costs incurred prior to beginning work on the various items on the project site. This item also includes all work outside the limits of construction that is necessary to demobolize and restore areas disturbed by the Contractor to their original condition including, but not limited to, pavement rehabilitation, grading, seeding, mulching, cleaning, and disposal. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.01 PAYMENT: A. All work covered by this section will be paid for at the contract lump sum price for "Mobilization ". B. Partial payments for the item of "Mobilization" will be made with the first and second partial pay estimates paid on the contract, and will be made at the rate of 50 percent of the lump sum price for "Mobilization" on each of these partial pay estimates, less the retainage provided for in the Contract, provided the amount bid for "Mobilization" does not exceed 5 percent of the total amount bid for the [base bid] [contract]. Where the amount bid for the item of "Mobilization" exceeds 5 percent of the total amount bid for the [base bid] [contract], [lump sum mobilization bid will be paid equally in the first, second, third, fourth, fifth and sixth progress payments.] [2 -112 percent of the total amount bid will be paid on each of the first two partial pay estimates, and that portion exceeding 5 percent of the total amount bid for the contract will be paid on the last partial pay estimate_] All such payments will be made less the retainage provided for in the Contract. Payment will be made under: 01000 Mobilization —per Lump Sum END OF SECTION 01000 Access Roads / Water and Sewer Mobilization Sebastian Municipal Airport 01000-1 SECTION 01010 SUMMARY OF WORK PART1 GENERAL 1.01 RELATED DOCUMENTS: Contract Drawings, General Provisions, Supplementary Conditions, General Requirements, and other Special Provisions and Specifications apply to work of this section. 1.02 PROJECT IDENTIFICATION: Project name is: Access Roads/Water and Sewer as shown on Contract Documents prepared by THE LPA GROUP INCORPORATED, Transportation Consultants. Drawings and Specifications are dated March 2003. 1.03 CONTRACT DOCUMENTS: Indicate the work of the Contract and related requirements and conditions that have an impact on the project. Related requirements and conditions that are indicated on the Contract Documents include, but are not necessarily limited to the following: A. Existing site conditions and restrictions on use of the site. B. Mandatory staging/sequencing. C. Requirements for partial utilization of various elements prior to substantial completion of the work. D. Work to be performed concurrently by the Owner. 1.04 SUMMARY BY REFERENCES: Work of the Contract can be summarized by references to the Contract, General Provisions, Supplementary Conditions, Specifications, Drawings, and Addenda and Modifications to the contract documents issued subsequent to the initial printing of this Project Manual, including but not necessarily limited to printed material referenced by any of these. It is recognized that work of the Contract is also unavoidably affected or influenced by governing regulations, natural phenomenon including weather conditions, and other forces outside the contract documents. 1.05 CONSTRUCTION PHASING: To minimize the impact to aircraft operations and airfield tenants, the Contract shall be completed in phases. Each phase of the Contract shall be completed within the contract time as specified herein. 1.05 CONSTRUCTION TIME: A. Time Schedule: The work as described by the contract specifications and as shown on the plans shall be completed and ready for use by the Owner within the time specified in the Invitation to Bid. The time schedule for completion of this project is critical and liquidated damages as prescribed in the Contract will be enforced. Access Roads / Water and Sewer Summary of Work Sebastian Municipal Airport 01010-1 B. Material Delivery: Upon approval of the bid and securing the necessary funding by Owner, the Engineer will issue a Notice -of- Award. The Contractor shall then immediately order all the airfield fighting materials including but not limited to lights, signs, regulator, etc. The Contractor shall furnish documentations confirming order date and material delivery date. 1.46 LIQUIDATED DAMAGES: A. Owner and Contractor recognize that time is of the essence and that Owner will suffer financial loss if the work is not substantially complete in accordance with the time(s) specified herein. They also recognize the delays, expenses and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay Owner the amounts stipulated in the Invitation to Bid. B. Contractor further understands and hereby expressly agrees that in addition to liquidated damages specified in the Invitation to Bid, to pay the Owner the actual costs to Owner for any inspector or inspectors necessarily employed by Owner on the work and the actual costs to Owner for the Engineer's observation of construction and project representative services including all travel and subsistence expenses after the date specified for Project completion until the work is completed and ready for final payment. Further, the Contractor agrees that the sums to be paid the Owner may be deducted from the sum due the Contractor for work performed. C. The Contractor shall complete all punch list items determined by the Owner and the Engineer within 14 consecutive calendar days from the date of the Final Inspection. Failure to do so will result in liquidated damages specified in the Invitation to Bid beyond the 14 day period. A. Overlapping Work: The work to be performed may overlap work by others to be performed concurrently. Each Contractor shall coordinate and schedule his work with the knowledge that each may be working the same area simultaneously. Each Contractor will be expected to cooperate with the Engineer, Owner, and other Contractors in the completion of the work. B. Disputes: Any disputes arising between the Contractors will be decided by the Engineer, whose decision will be final. C. Coordination: Contractors shall coordinate their schedules and work activities very closely, including holding weekly meetings in the presence of the Engineer's onsite representative. Contractors must cooperate with each other, including working around Access Roads / Water and sewer Summary of Work Sebastian Municipal Airport 01010-2 each other's work activities. Potential delays as a result of lack of coordination will not be considered grounds for claim for additional time extensions and/or additional compensations. 1.08 CONTRACTOR USE OF PREMISES: A. Use of the Site: The Contractor shall confine his operations at the site to the areas permitted under the Contract. Portions of the site beyond areas on which work is indicated are not to be disturbed. Conform to site rules and regulations affecting the work while engaged in project construction. B. Open Passage: Keep existing drives, entrances, and air operations areas designated to remain open, clear and available to the Owner, his employees and the public at all times. Do not use these areas for parking or storage of materials. C. Storage: Do not unreasonably encumber the site with materials or equipment. Confine stockpiling of materials and location of storage sheds to the areas indicated. If additional storage is necessary, obtain Engineer's approval. D. Vehicle/Equipment Security: Lock automotive type vehicles, such as passenger cars and trucks, and other mechanized or motorized construction equipment, when parked and unattended, so as to prevent unauthorized use. Do not leave such vehicles or equipment unattended with the motor running or the ignition key in place. 1.04 WORK RESTRICTION: A. Turf Restoration: All non -paved areas that are disturbed by the Contractor's work, staging area, haul roads, etc. shall be reseeded and restored to original condition by the Contractor. Except where otherwise specified, there will be no separate pay item for this work; it will be considered incidental to and included in the price bid for Section 01000, Mobilization. B. Security: Contractor shall provide security within his construction area and shall keep all unauthorized personnel out. C. Access Points: All construction traffic shall enter and exit the project area only through the project access point(s) shown on the plans or approved by the Engineer. Contractor will be responsible for security of entrance gates under use by him/her. D. Construction Stake -Out: The Contractor shall perform construction stake -out in accordance with the construction Contract. E. Haul Route: The Contractor shall be responsible for establishing haul routes suitable for supporting all necessary transportation and construction equipment for the duration of the project. Any existing roads or other areas that are used as part of the haul route shall Access Roads f Water and Sewer Summary of Work Sebastian Municipal Airport 01010-3 be restored to their original condition after completion of the project. The Contractor will be responsible for all clean up operations of debris that may be on the haul route and for watering and/or other dust preventive measures to preclude fugitive dust from affecting buildings, occupants, or airfield operations. No separate payment will be made for seeding or mulching, or pavement restoration; such costs will be incidental to and included in the price bid for Section 01000, Mobilization. F. Contracts During Non- Working Hours: For the duration of the project, the Contractor shall designate a list of authorized individuals in a prioritized order, to be on 24 hour call, and these individuals shall be equipped with a beeper and cellular phone. These individuals shall be able to respond to any situation arising out of the performance of the work on this project, particularly during nighttime hours, and shall respond and be on the project site within one hour after the phone call or beep. 1.10 COORDINATION: The work of this Contract includes coordination by the Contractor of the entire work of the project, including preparation of general coordination drawings, diagrams and schedules, and control of site utilization, from beginning of construction activity through project close -out and warranty periods. 1.11 PARTIAL OWNER OCCUPANCY OR USE: The Owner reserves the right to use completed and accepted work provided such use does not interfere with completion of other work. Such use will not affect warranty stipulations addressed elsewhere in the contract documents. PART 2. PRODUCTS (Not Used.) 3.01 MEASUREMENT AND PAYMENT: Except as otherwise specified, no separate measurement or payment will be made for work set forth in this section; such costs will be considered as incidental to and included in the price for Section 01000, Mobilization, or other items as appropriate. Access Roads / Water and Sewer Sebastian Municipal Airport END OF SECTION 01010. 01010-4 Summary of Work SECTION 01040 PROJECT COORDINATION PART1 GENERAL 1.01 RELATED DOCUMENTS: All contract documents and drawings apply to work of this section. 1.02 DESCRIPTION OF WORK: Administrative and supervisory requirements necessary for coordination of work on the project include but are not necessarily limited to the following: 1. Coordination and meetings. 2. Surveys and records or reports. 3. Limitations on use of site. 4. Special reports. S. General installation provisions. 6. Cleaning and protection. 7. Conservation and salvage. PART 2 PRODUCTS (Not applicable.) PART 3 EXECUTION 3.01 COORDINATION AND MEETINGS: A. General: The Contractor shall prepare a written memorandum on required coordination activities and include such items as required notices, reports and attendance at meetings. Distribute this memorandum to each entity performing work at the Project site. Prepare similar memorandum for separate Contractors where interfacing of their work is required. B_ Preconstruction Conference: A Preconstruction Conference will be scheduled after award of Contract and prior to issuance of a Notice to Proceed. Key Project personnel representing the Prime Contractor and all major Subcontractors will be required to attend this Conference. All other parties involved with this Project, such as the Owner, Engineer, and FAA, will also be represented. The entire Construction Schedule will be reviewed carefully by all affected parties at the Preconstruction Conference. The Contractor shall prepare a detailed Construction Schedule for review prior to and at the Preconstruction Conference. C. Coordination Meetings: The Contractor shall hold General Project Coordination Meetings at regularly scheduled times convenient for all parties involved. These meetings may be as often as weekly if required. These meetings are in addition to specified meetings held for other purposes, such as regular Project meetings and special Pre - installation Meetings. Request representation at each meeting by every party currently involved in coordination or planning for the work of the entire Project. Conduct meetings in a manner which will resolve coordination Access Roads / Water and Server Project Coordination Sebastian Municipal Airport 01040-1 problems. Record results of the meeting and distribute copies to everyone in attendance and to others affected by decision or actions resulting from each meeting. The Contractor shall also conduct daily coordination meetings with the Engineer's representative, FAA and designated Owner's representative to coordinate construction and airport operations. D. Progress Meetings: Conduct progress meetings by teleconference weekly and at the project site monthly. Notify the Owner and Engineer of scheduled meeting dates. Coordinate dates of meetings with preparation of the payment request. E. Attendees: In addition to representatives of the Owner and Engineer, each subcontractor, supplier or other entity concerned with current progress or involved in planning, coordination or performance of future activities shall be represented at these meetings by persons familiar with the project and authorized to conclude matters relating to progress. F. Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the current status of the project, and to airport operational safety during construction. Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 2. Other: Review the present and future needs of each entity present, including such items as: Interface requirements. Time. Sequences. Deliveries. Off -site fabrication problems. Access. Site utilization. Temporary facilities and services. Hours of work. Hazards and risks. Housekeeping. Quality and work standards. Access Roads / Water and Sewer Sebastian Municipal Airport 01040-2 Project Coordination Change orders. Documentation of information for payment requests. G. Reporting: No later than 3 days after each progress meeting date, distribute copies of minutes of the meeting to each party present and to other parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report. H. Schedule Updating: Revise the construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue the revised schedule concurrently with the report of each meeting. 3.02 SURVEYS AND RECORDS /REPORTS: A. Construction Staking: The Engineer has established survey base lines for the Contractor. The Contractor shall take all necessary precautions to prevent the loss or damage of primary control points. The Contractor will be responsible for staking required for construction. Working from lines and levels established by the design survey, establish and maintain bench marks and other dependable markers required for construction. Establish bench marks and markers to set lines and levels for work at each stage of construction and elsewhere as needed to properly locate each element of the project. Calculate and measure required dimensions as shown within recognized tolerances. Drawings shall not be scaled to determine dimensions. Advise entities performing work of marked lines and levels provided for their use. B. Survey Procedures: Before proceeding with the layout of actual work, verify the layout information shown on the drawings, in relation to the property survey and existing bench marks. As work proceeds, check every major element for line, level and plumb. Maintain a surveyor's log or record book of such checks; make this log or record book available for the Engineer's reference. Record deviations from required lines and levels, and advise the Engineer promptly upon detection of deviations that exceed indicated or recognized tolerances. Record deviations which are accepted, and not corrected, on record drawings. Survey work shall be performed by and under supervision of a professional (registered) land surveyor in the State. C. Quality of Work: The elevations of permanent and temporary bench marks shall be determined and recorded to the nearest 0.01 foot. Differential leveling and transit traverses shall be of such precision that the error of vertical closure in feet shall not exceed plus or minus 0.1 foot in 5000 feet. The angular error of closure for transit traverses shall not exceed 1.0 minute times the square root of the number of angles turned. Slope stakes shall be placed, as a minimum, at 100 foot stations, breaks in the original ground surface, and at any other intermediate stations necessary to insure accurate location for construction layout and measurement. Slope stakes and cross sections shall be perpendicular to the centerline. Significant breaks in grade shall be determined for cross sections. Distances shall be measured horizontally and recorded to the nearest 0.1 foot. Side shots for interim construction stakes may be taken with a hand level. Access Roads / Water and Sewer Sebastian Municipal Airport 01040-3 Project Coordination D. Records: All survey data shall be recorded in fully identified, standard hard -bound engineering survey field notebooks with consecutively numbered pages. All field notes and printed data shall include the purpose or description of the work, the date the work was performed, weather data, sketches and the personnel who performed and checked the work. Electronically generated survey data and computations shall be bound, page numbered and cross referenced in a bound field notebook containing the index for all survey data and shall be signed and sealed by a registered land surveyor in the State of Florida. The construction survey records shall be available at all times during the progress of the work for examination and use by the Engineer and copies shall be made available to the Engineer upon request. The original field notebooks and other records shall be turned over to and become the property of the Owner prior to final acceptance of the work. E. Engineer Services: Engineer will furnish available benchmark and coordinate information at no cost to Contractor. UIF 11 _1011*1 IV; A. General: Limitations on site usage as well as specific requirements that impact site utilization are indicated on the drawings and by other contract documents. Schedule deliveries so as to minimize space and time requirements for storage of materials and equipment on site. B. Waste Disposal: Waste materials shall be disposed of off airport property except as specified otherwise in Contract Documents. 3.04 MEASUREMENT AND PAYMENT: No measurement or payment will be made for work in this section; it will be considered as incidental cost to Mobilization and other items of work. Access Roads / Water and Sewer Sebastian Municipal Airport END OF SECTION 01040 01040-4 Project Coordination SECTION 01300 SUBMITTALS l7:V:II*W0J VkI a TA, J 1.01 SUBMITTALS BY CONTRACTOR: A. Construction Progress Schedule. B. Certifications as specified in the various sections. C. Shop Drawings and Project Data as specified in the various sections. D. Miscellaneous: 1. Safety Plan. 2. Security Plan. 3. Warranties and Bonds. 4. QC Plan. S. Equipment Manuals. 6. Other(s) as required. 1.02 PROGRESS SCHEDULE; A Bar -Chart Schedule: Submit a CPM or linear type bar -chart schedule 7 calendar days prior to the preconstruction conference date established for the work. On the schedule, indicate a time bar for each major category or unit of work to be performed at the site, properly sequenced and coordinated with other elements of work. Show completion of the work sufficiently in advance of the date established for substantial completion of work. B. Phasing. Arrange schedule with notations to show how sequence of work is affected by requirements for phased completion, limitations of continued utilization, non- interruptable services, use prior to substantial completion, site restrictions, runway and/or taxiway closures, provisions for future work, seasonal variations, environmental control, and similar provisions of total project. Phase I schedule is required at the preconstruction meeting. Each subsequent phasing schedule is required at least two weeks before the phase is to begin. Refer to other sections of the General Requirements and other contract documents for requirements. C. Distribution: Following the initial submittal to and response by the Engineer, print and Access Roads / Water and Sewer Submittals Sebastian Municipal Airport 01300- 1 distribute progress schedules to the Engineer (3 copies), Owner, separate contractors, principal subcontractors and suppliers or fabricators, and others with a need -to -know schedule - compliance requirement. Post copies in the project meeting room and temporary field office. When revisions are made, distribute updated issues to the same entities and post updated issues in the same locations. Delete entities from distribution when they have completed their assigned work and are no longer involved in the performance of scheduled work. D. Update: Contractor shall update the schedule monthly for duration of construction. 1.03 SHOP DRAWINGS AND PRODUCT DATA: A. Scope. Submit shop drawings, certifications, and product data for all products to be incorporated in the work. B. Shop Drawings Shall: 1. Be original drawings, prepared by the Contractor, subcontractor, supplier, or distributor, which illustrate some portion of the work, showing fabrication, layout, setting, or erection details. 2. Be prepared by a qualified detailer. 3. Identify details by reference to sheet and detail numbers shown on Contract Drawings. 4. Be sheet size 24 in. x 36 in. 5. Be reproduced for submittals on opaque diazo prints or blueprints. C. Product Data Shall: I . Include manufacturer's standard schematic drawings. The Contractor shall: a. Modify drawings to delete information which is not applicable to project. b. Supplement standard information to provide additional information applicable to project. 2. Include manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data. The Contractor shall: a. Clearly mark each copy to identify pertinent materials or products. b. Show dimensions and clearances required. C. Show performance characteristics and capacities. D. The Contractor Shall: 1. Be responsible for all submittals. Access Roads / Water and Sewer Sebastian Municipal Airport 01300-2 Submittals 2. Review shop drawings and product data prior to submission. 3. Verify: a. Field measurements. b. Field construction criteria. C. Catalog numbers and similar data. 4. Coordinate each submittal with the requirements of the work and of the Contract Documents. 5. Notify the Engineer, in writing at time of submission, of deviations in submittals from requirements of the Contract Documents, 6. Begin no work which requires submittals until the return of submittals with the Engineer's stamp and initials or signature indicating review. 7. After the Engineer's review, distribute copies. E. Contractor's Responsibilities: 1. Contractor's responsibility for errors and omissions in submittals is not relieved by the Engineer's review of submittals. 2. Contractor's responsibility for deviations in submittals from requirements of the Contract Documents is not relieved by the Engineer's review of submittal, unless the Engineer gives written acceptance of specific deviations. F. Submission Requirements Include: 1. The shop drawings shall be submitted in sufficient time to allow discussion and correction prior to beginning the work. Work shall not be performed nor materials ordered prior to the review of the drawings except at the Contractor's risk. 2. Submit 6 copies of all shop drawings after which one copy will be returned for correction or marked reviewed as noted. Any drawings returned for correction must be resubmitted with same number of copies as required above. 3. All submittals must be accompanied by a transmittal letter, in duplicate, containing: a. Date. b. Project title and number. C. Contractor's name and address. d. The number of each shop drawing and product data submitted. Access Roads / Water and Sewer Sebastian Municipal Airport 01300-3 Submittals e. Notification of deviations from Contract Documents. f Other pertinent data. 4. Submittals shall include the following, as applicable: a. Date and revision dates. b. Project title and number. C. The names of (1) Engineer. (2) Contractor. (3) Subcontractor. (4) Supplier. (5) Manufacturer. (b) Separate detailer when pertinent. d. Identification of product or material. e. Relation to adjacent structure or materials. f. Field dimensions, clearly identified as such. g. Specification item or section number. h. Applicable standards, such as ASTM number or Federal Specification. i. A blank space, 5 in. x 5 in., for the Engineer's stamp. j. Identification of deviations from the Contract Documents. k. Contractor's stamp, initialed or signed, certifying Contractor's review of submittal, verification of field measurements, and compliance with Contract Documents. G. Resubmission Requirements Include: I . Revision of initial drawings as required and resubmittal as specified for initial submittal. 2. An indication on the drawings of any changes which have been made, other than those requested by the Engineer. 3. On product data resubmittals, include new data as required for initial submittal. H. Distribution to Others: After review and approval, the Contractor shall distribute copies of shop drawings and product data which carry the Engineer's stamp to others as may be required. I. Shop Drawings and Product Data: 1. Submit notarized certifications cosigned by manufacturer/supplier and Contractor for: a. Storm drainage pipe, castings, and structure material. b. Fencing components. C. Pavement subbase, base, surfacing and related materials. b. Grass seed. Access Roads I Water and Sewer Sebastian Municipal Airport 01300-4 Submittals C. Structural concrete materials. d. Reinforcing steel. e. Pavement marking paint. £ Electrical wire,fixtures and components. g. Lighting components. h. All other products as required by the drawings, specifications, and Engineer. 2. Submit shop drawings, product data and steel placement plans for: a. All cast -in -place or precast structures. b. Concrete and asphalt mix designs, C. All other products as required by the drawings, specifications, and Engineer. 3. Submit, signed and sealed by a Florida Registered Professional Engineer, a. Building Plan b. Foundation Plan C. Electrical service leads and summaries 1.04 MISCELLANEOUS: A. Equipment Manual: Prepare an Installation, Operation, and Maintenance Manual for all installed as a part of this contract. This manual shall be a vinyl notebook with ring bound compilation of manufacturers' instructions and maintenance manuals. Prepare this manual, marking out sections which do not apply, and present four (4) copies to the Owner through the Engineer after the final inspection iscomplete. Final payment will not be processed until the Owner has received and accepted the Manual. B. Weekly Payrolls: In accordance with Section 120 of the General Provisions submit certified weekly payrolls for prime contractor and all subcontractors working at project site. 2. Submit payrolls no later than 7 calendar days after pay period. Payrolls will be considered current if received within 10 calendar days after last work day of payroll work week. A work week is the seven day period between midnight Sunday and midnight the following Sunday. 3. The Contractor is responsible for submission of payrolls by his subcontractors. 4. Submit a typed summary sheet with each payroll submission listing by week when contractor and each subcontractor worked at site. A payroll submission is only required for weeks when Contractor or subcontractor is actually working at the site. Access Roads / Water and Sewer Sebastian Municipal Airport 01300-5 Submittals C. EEO Reports: Contractor shall submit Monthly Employment Utilization Report and Annual EEO -1 Report to the appropriate Federal Labor Area Office in accordance with Section 120 of the General Provisions. Submit copy of submittal to Owner for his records. 2. Prime Contractor shall insure that all his first tier subcontractors submit these reports and shall submit a sworn statement to Owner monthly certifying that all subcontractor reports have been submitted as required. D. DBE Expenditure Reports: With each application for payment, the Contractor shall submit his DBE expenditure report indicating the name, date and amount disbursed to his DBE subcontractors for the period as well as for the project to date expenditure. E. Security Plan: At preconstruction conference, submit for approval proposed security plan describing specifically how security will be maintained at each access point and work area by Contractor's forces. F. Warranties and Bonds: Submit as specified in Section 01740. G. Sales Tax Report: With each application for payment, the Contractor shall submit his Sales Tax Report on form attached to Section 00800. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Nat Applicable) Access Roads / Water and Sewer Sebastian Municipal Airport END OF SECTION 01300 01300-6 Submittals SECTION 01400 QUALITY CONTROL SERVICES PART GENERAL 1.01 RELATED DOCU'v1ENTS: Drawings, General Provisions, Supplementary Conditions, Specifications, and other Contract Documents apply to work of this section. 1.02 DESCRIPTION OF REQUIREMENTS: A. General: Required inspection and testing services are intended to assist in the determination of probable compliance of the work with requirements specified or indicated. These required services do not relieve the Contractor of responsibility for compliance with these requirements or for compliance with requirements of the Contract Documents. B. Specified Inspection and Tests: Inspection, tests and related actions specified in this section and elsewhere in the Contract Documents are not intended to limit the Contractor's own quality control procedures which facilitate overall compliance with requirements of the Contract Documents. C. Contractor Quality Control: Requirements for the Contractor to provide quality control services as required by the Engineer, the Owner, governing authorities or other authorized entities are not limited by the provisions of this section 1.03 RESPONSIBILITIES: A. Contractor Responsibilities: Contractor is responsible for his own quality control testing and inspection to insure the quality of his means and methods of construction will produce the specified quality of work, and for any tests and inspections required by regulatory agencies. Costs for these services shall be included in the contract sum. The Contractor may employ and pay an independent agency, testing laboratory or other qualified firm to perform quality control services specified, or these services may be performed by qualified contractor personnel. The Contractor shall submit for Engineer's approval a Quality Control (QC) Plan delineating his methods for each item requiring inspections, tests, and similar services. B. Quality Assurance: The Owner will engage and pay for the services of an independent agency to perform inspections and tests of materials for Quality Assurance. The Owner's quality assurance testing shall in no way relieve the Contractor of the responsibility for providing the quality materials, workmanship and testing required to comply with these specifications. C. Retest Responsibility: Where results of required inspections, tests, or similar services prove unsatisfactory and do not indicate compliance with the requirements of the Contract Access Roads / Water and Sewer Sebastian Municipal Airport 01400-1 Quality Control Services Documents, then retests are the responsibility of the Contractor, and shall be deducted from monies due the Contractor on his monthly pay request, regardless of whether the original test was the Contractor's responsibility. Retesting of work revised or replaced by the Contractor is the Contractor's responsibility, where required tests were performed on original work. D. Responsibility for Associated Services: The Contractor is required to cooperate with the independent agencies performing required inspections, tests, and similar services. Provide such auxiliary services as are reasonably requested. Notify the testing agency sufficiently in advance of operations to permit assignment of personnel. These auxiliary services include but are not necessarily limited to the following: 1. Providing access to the work. 2. Taking samples or providing assistance with taking samples. 3. Delivery of samples to test laboratories. 4. Security and protection of samples and test equipment at the project site. 5. Surveying services required to establish horizontal and vertical location of tests by Engineer's quality assurance testing laboratory. 1.04 SCHEDULE OF SERVICES, INSPECTIONS AND TESTS: Each specification section identifies principal inspections, tests and similar services required by the Contractor Documents. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION 3.01 REPAIR AND PROTECTION: Upon completion of inspection, testing, sample- taking, and similar services performed on the work, repair damaged work and test sites to eliminate deficiencies. Protect work exposed by or for quality control service activities, and protect repaired work. Repair and protection is the Contractors responsibility, regardless of the assignment of responsibility for inspection, testing or similar services. 3.02 MEASUREMENT AND PAYMENT: No measurement or payment will be made for work in this section; it will be considered as incidental cost to Mobilization and other items of work. Access Roads / Water and Sewer Sebastian Municipal Airport END OF SECTION 01400 01400-2 Quality Control Services SECTION 01600 MATERIAL AND EQUIPMENT PART GENERAL 1.01 REQUIREMENTS: A. Material, equipment, and products incorporated into the 'Work shall conform to applicable specifications and standards; shall comply with size, make, type and quality specified, or as specifically approved in writing by the Engineer; and shall not be used for any purpose other than that for which it is designed or is specified. B. Manufactured and Fabricated Products shall be designed, fabricated and assembled in accordance with the best engineering and shop practices. Like parts of duplicate units shall be manufactured to standard sizes and gages, to be interchangeable. Products shall be suitable for service conditions. Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless variations are specifically approved by Engineer in writing. C. Related Requirements in Other Parts of the Project Manual: Conditions of the Contract. D. Standardization: Unless otherwise approved by the Engineer, items and equipment of a similar type and function shall be furnished by one manufacturer to standardize on replacement parts, service calls, operation and maintenance matters, and to avoid a division of responsibility among several manufacturers. A single supplier shall be used on principal items of equipment and systems where one or more components are not manufactured by the principal supplier; this is required to place performance and service responsibilities for the entire unit or system with only one supplier or manufacturer. 1.02 PRODUCTS SUBSTITUTIONS AND OPTIONS: A_ Products List: Contractor shall submit a complete list of products to be incorporated into the work (with the name of the installing contractor) at the Preconstruction Conference required by these specifications. B. Contractor's Options: 1. For products specified only by reference standard, select any product meeting that standard. 2. For products specified by naming several products or manufacturers, select any one of the products or manufacturers named, which complies with the specifications. C. Product Substitutions: Contractor shall submit, at the Preconstruction Conference, all requests Access Roads / Water and Sewer Material and Equipment Sebastian Municipal Airport 01600-1 for product substitutions. No requests for substitutions will be accepted from manufacturers or suppliers. Submit a separate written request for each product, supported with complete data, with drawings and samples as appropriate, including: 1. Comparison of the qualities of the proposed substitution with that specified. 2. Changes required in other elements of the work because of the substitution. 3. The effect on the construction schedule. 4. Cost data comparing the proposed substitution with the product specified. 5. Any required license fees or royalties. 6. Availability of maintenance service, and source of replacement materials. Engineer shall be the judge of the equality and acceptability of the proposed substitution. If Engineer determines the proposed substitute product is not "equal" to the specified product, the Contractor must provide the specified product, subject to Engineer's shop drawing review and approval. No further requests for substitutions will be considered after Preconstruction Conference. D. Contractor's Representation: A request for a substitution constitutes a representation that Contractor: 1. Has investigated the proposed product and determined that it is equal to or superior in all respects to that specified. 2. Will provide the same warranties or bonds for the substitution as for the product specified. 3. Will coordinate the installation of an accepted substitution into the work, and make such other changes as may be required to make the work complete in all respects. 4. Waives all claims for additional costs, under his responsibility, which may subsequently become apparent. E. Engineer's Review: Engineer will review requests for substitutions with reasonable promptness and notify Contractor, in writing, of the decision to accept or reject the requested substitution. 1.03 MANUFACTURER'S INSTRUCTIONS: Access Roads / Water and Sewer Sebastian Municipal Airport 01600-2 Material and Equipment A. Printed Instructions: When Contract Documents require that installation of work shall comply with manufacturer's printed instructions, Contractor shall obtain and distribute copies of such instructions to parties involved in the installation, including copies to Engineer. Maintain one set of complete instructions at the job site during installation and until completion and acceptance. B. Strict Compliance: Handle, install, connect, clean, condition, and adjust products in strict accord with such instructions and in conformity with specified requirements. Should job conditions or specified requirements conflict with manufacturer's instruction, consult with Engineer for further instructions. Do not proceed with work without clear instructions. C. Complete Compliance: Perform work in accord with manufacturer's instructions. Do no omit any preparatory step or installaion procedure unless specifically modified or exempted by Contract Documents. 1.04 TRANSPORTATION AND HANDLING: A. Deliveries: Contractor shall arrange deliveries of products in accord with construction schedules; coordinate to avoid conflict with work and conditions at the site. Deliver products in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. Immediately on delivery, inspect shipments to assure compliance with requirements of contract documents and approved submittals, and that products are properly protected and undamaged. B. Handling: Provide equipment and personnel to handle products by methods to prevent soiling or damage of products or packaging. 1.05 STORAGE AND PROTECTION: A Storage: Store products in accord with manufacturer's instructions, with seals and labels intact and legible. Store products subject to damage by the elements in weathertight enclosures. Maintain temperature and humidity within the ranges required by manufacturer's instructions_ B. Exterior Storage: Store fabricated products above the ground, on blocking or skids; prevent soiling or staining. Cover products which are subject to deterioration with impervious sheet coverings; provide adequate ventilation to avoid condensation. Store loose granular materials in a well- drained area on solid surfaces to prevent mixing with foreign matter. C. Storage Inspection: Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under specified conditions, and free from damage or deterioration. D. Protection After Installations. Provide substantial coverings as necessary to protect installed Access Roads / Water and Sewer Material and Equipment Sebastian Municipal Airport 01600-3 products from damage from traffic and subsequent construction operations. Remove when no longer needed. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) Access Roads / Water and Sewer Sebastian Municipal Airport END OF SECTION 01600 01600-4 Material and Equipment SECTION 01700 CONTRACT CLOSEOUT PART GENERAL 1.01 REQUIREMENTS: A. Comply with requirements stated in conditions of the contract and in specifications for administrative procedures in closing out the work. B. Related requirements in other parts of the Project Manual including fiscal provisions, legal submittals and additional administrative requirements: Conditions of the contract. C. Related requirements specified in other sections: 1. Closeout submittals required of trades: The respective sections of specifications. 2. Project Record Documents: Contract. 3. Warranties and Bonds: Contract. 1.02 SUBSTANTIAL COMPLETION: The conditions and procedures for inspection and Contractor's, Engineer's and Owner's responsibilities pertaining to substantial completion are as specified in the General Provisions and in the Supplementary Conditions. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.01 FINAL INSPECTION: Shall be in accordance with conditions and procedures outlined in the Contract Documents. When Engineer finds that the work is acceptable under the Contract Documents, he will request required Contractor's Closeout Submittals. 3.02 REINSPECTION FEES: Should Engineer perform reinspections due to failure of the work to comply with the claims of status of completion made by the Contractor, the Owner will compensate Engineer for such additional services. The Owner will deduct the amount of such compensation from the final payment due the Contractor. 3.03 CONTRACTOR'S CLOSEOUT SUBMITTALS TO ENGINEER: A. Evidence of compliance with requirements of governing authorities: Certificates of inspection. B. Project Record Documents: Conform to requirements of Contract. C. Warranties and Bonds: Conform to requirements of Contract. D. Evidence of payment and release of liens: To requirements of General Provisions and Access Roads I Water and Sewer Sebastian Municipal Airport 01700-1 Contract Closeout Contract. E. Certificates of Insurance for products and completed operations_ F. Once the Engineer has determined the work is acceptable under the Contract Documents, he will furnish the Contractor appropriate number of copies of the following forms, copies of which are attached: 1. Contractor Warranty Form 2. Affidavit of Payment 3. Affidavit of Release of Liens 4. Final Waiver of Lien 5. Consent of Surety for Final Payment 6. Final DBE Participation Report 3.04 PAYMENT: No separate payment will be made under this section for work described or specified herein. Access Roads / Water and Sewer Sebastian Municipal Airport END OF SECTION 01700 01700-2 Contract Closeout AFFIDAVIT OF PAYMENT To All Whom It May Concern: WHEREAS, the undersigned has been employed by to furnish labor and materials for Ar_cess Rflad C Water and !;Pwer work, under a contract for the improvement of property described as Sehactian Muni AFFIDAVIT OF RELEASE OF LIEN To All Whom It May Concern: WHEREAS, the undersigned has been employed by to furnish labor and materials for ,AOcec , Rnad 1 Water and sewer work, under a contract for the improvement of property described as . sehastian Municipal Mrnnrt in the -City- of Sehasfian County of Indian River, State of Florida of which The rNty of Sphaatian is the Owner, NOW, THEREFORE, this day of 12003, The undersigned, as the Contractor for the above -named Contract pursuant to the Conditions of the Contract hereby certifies that to the best of his knowledge, information and belief, except as listed below, the Releases or Waivers of Lien attached hereto include the Contractor, all Subcontractors, all suppliers of materials and equipment, and all performers of Work, labor or services, who have or may have liens against any property of the Owner arising in any manner out of the performance of the Contract referenced above. EXCEPTIONS: (If none, write "None ". If required by the Owner, the Contractor shall furnish bond satisfactory to the Owner for each exception.) ATTACHMENTS: 1. Contractor's Release or Waiver of Liens, conditional upon receipt of final payment. 2. Separate Releases or Waivers of Liens from Subcontractors and material and equipment suppliers. (SEAL) SUBCONTRACTOR (Name of sole ownership, corporation or partnership) (Affix corporate (SEAL) seal here) (Signature of Authorized Representative) Access Roads / Water and Sewer Sebastian Municipal Airport TITLE: 01700-4 Contract Closeout FINAL WAILER OF LIEN To All Whom It May Concern: WHEREAS, the undersigned has been employed by (A) to furnish labor and materials for (B) A . _ cs Road i water and R _wer work, under a contract (C) for the improvement of property described as (D) ,Sebastian M ,ni _i aril Airnnrt in the city (City - Village) of _Sehastian _ County of Indian River , State of Florida , of which Thp raly of Sphastian is the Owner, NOW, THEREFORE, this day of 2003. _ for and in consideration of the sum of (E) Dollars paid simultaneously herewith, the receipt whereof is hereby acknowledged by the undersigned, the undersigned does hereby waive and release any lien rights to, or claim of lien with respect to and on said above - described premises, and the improvements thereon, and on the monies or other considerations due to become due from the owner, on account of labor, services, material, fixtures, apparatus of machinery heretofore or which may hereafter be furnished by the undersigned to or for the above- described premises by virtue of said contract. (F) (SEAL) (Name of sole ownership, corporation or partnership) (Affix corporate seal here) (SEAL) (Signature of Authorized Representative) TITLE: I► I `,] J: i J l* 3 I i [0I r• 1~ I ;CO17 ti I L f _! % ri i f d 1 I "7 (A) Person or firm with whom you agreed to furnish either labor, or services, or materials, or both. (B) Fill in nature and extent of work; strike the word labor or the word materials if not in your contract. (C) If you have more than one contract on the same premises, describe the contract by number if available, date and extent of work. (D) Furnish an accurate enough description of the improvement and location of the premises so that it can be distinguished from any other property. (E) Amount shown should be the amount actually received and equal to total amount of contract as adjusted. (F) If waiver is for a corporation, corporate name should be used, corporate seal affixed and title of officer signing waiver should be set forth; if waiver is for a partnership, the partnership name should be used, partner should sign and designate himself as partner. Construction Industry Affairs Committee of Chicago Access Roads / Water and Server Contract Closeout Sebastian Municipal Airport 01700-5 CONTRACTOR WARRANTY FORM PROJECT: Access Road / Water and Sewer LOCATION: Sebastian Municipal Airport Sebastian, Florida We, , Contractor for the above referenced (Company Name) project, do hereby warrant that all labor and materials furnished and work performed are in accordance with the Contract Documents and authorized modifications thereto, and will be free from defect due to defective materials or workmanship for a period of one year from Date of Substantial Completion. This warranty commences on (Date of Substantial Completion Affixed by Engineer) and expires on : (One Year From Commencement. Date) This warranty covers that portion of the project described below: Should any defect develop during the warranty period due to improper materials, workmanship or arrangement, the defect shall, upon written notice by the Owner, be made good by the Undersigned at no expense to the Owner. Nothing in the above shall be deemed to apply to work which has been abused or neglected by the Owner. Date: Access Roads / Water and Sewer Sebastian Municipal Airport For: By: Title: 01700-6 (Company Name) Contract Closeout CONSENT OF SURETY For Final Payment Project Name Access Road 1 Water and SeWe Location Sphastian Muipici_nal Aiwoct Owner The City of f9gGastian Type of Contract Construction Amount of Contract $ In accordance with the provisions of the above -named contact between the Owner and the Contractor, the following named surety: on the Payment Bond of the following named Contractor: hereby approves of final payment to the Contractor, and further agrees that said final payment to the Contractor shall not relieve the Surety Company named herein of any of its obligations to the following named Owner: as set forth in said Surety company's bond: IN WITNESS WHEREOF, the Surety Company has hereunto set its hand and seal this - day of 2003 (Affix corporate seal here) TITLE (Signature of Authorized Representative) IF SIGNED BY ATTORNEY -IN -FACT POWER OF ATTORNEY MUST BE ATTACHED. Access Roads / Water and Sewer Contract Closeout Sebastian Municipal Airport 01700-7 DIVISION 2- SITEW©RK ITEM P -100 FDOT STANDARD SPECIFICATIONS Sebastian Municipal Airport Specification The construction details which will govern the prosecution of the work as set out in the proposal and/or shown on the plans shall conform in their entirety to Divisions H and III of the Florida Department of Transportation Standard Specification for Road and Bridge Construction dated 2000 including all FDOT Supplements and as modified hereinafter. The construction details contained in the Divisions which are not required to accomplish the work set out in proposal and/or shown on the plans will have no application to these specifications. In the event of any conflict(s) between the Contract Documents and the FDOT Standard Specifications, the precedence in resolving such conflict(s) shall be as follows: Bidding and Contract Requirements, and Technical Specifications for GA Terminal Building as located in this project Manual shall govern over FDOT Bid and Contract Requirements. 2. Greater Quantities shall govern over lesser. 3. Higher quality and/or more stringent requirements as adjudged by the Engineer shall govern over ]cssor. Where FDOT Specifications refer to the "Engineer ", "Engineer of Tests ", or "Division of Tests ", it shall be understood to mean the Engineer of the {honer as Stated in the CONTRACT. These standard specifications can be obtained from: Florida Department of Transportation Map and Publication Sales Mail Station 12, Room Number 27 605 Suwannee Street Tallahassee, Florida, 32399 -0450 (904) 488 -9220. Specifications are available online at http: / /wwwl I. myflorida. com/ specificationsoffice /y2kBook /toc.litm A copy is on file and may be inspected at the Office of the Engineer. The Contractor shall have at least one set of the standard specifications available on the project. Specifications pertinent to this project from the Standard Specifications for Road and Bridge Construction are as follows: FDOT Section Description 102 Maintenance of Traffic 104 Prevention, Control, and Abatement of Erosion and Water Pollution 120 Earthwork and Grading 160 Stabilizing 200 Limerock Base 300 Prime and Tack Coats for Base Courses Access Roads / Water and Sewer Sebastian Municipal Airport P -100 -1 FDOT Specifications FDOT Section Description 331 Type S Asphaltic Concrete 425 Inlets, Manholes, and Junction Boxes 430 Pipe Culverts and Storm Sewers 520 Concrete Gutter, Curb Elements and Traffic Separator 530 Riprap 550 Fencing 575 Sodding 700 Highway Signing 710 Painting Traffic Stripes Specification sections not specified above but cross - referenced in the above individual sections are also included herewith and made a part of these Contract Documents. Method of measurement and basis of payment for material and work performed in conformance with the above specifications shall be as indicated on the BID SCHEDULE. The costs bid shall be full compensation for labor, equipment, materials and incidentals necessary to complete the work in conformance with the Plans and Specification to the satisfaction of the Owner. Incidentals include, but are not limited to, items which have specific DOT bid item numbers in the referenced specifications but are not included in the Bid Schedule. Access Roads / Water and Sewer Sebastian Municipal Airport END OF ITEM P -100 P -100 -2 FDOT Specifications SECTION 1 GENERAL REQUIREMENTS 1. LOCATION A. The project site to be serviced includes the area immediately adjacent to both sides of the existing Airport Drive West and the proposed extension thereof. Airport Drive West is located along the Sebastian Airport's west taxiway, just east of Roseland Road. Currently, there is approximately 2750 liner feet of paved road with one access off of Roseland Road. The entrance is nearly 2 -112 miles north of County Road 512 and about the same distance southwest of U.S. Hwy.1 along Roseland Road. The proposed extension of Airport Road West will consist of approximately 2600 linear feet of additional paved road plus two additional intersections with Roseland Road. F� 90] A. The water and wastewater project will provide utility mainline infrastructure to the site. The 8-inch and 6 -inch diameter water mainline will be accompanied by the required number of fire hydrants to provide the necessary fire flow at build out of the currently proposed service area. A 6 -inch diameter wastewater force main will be extended from the entrance of River's Edge subdivision to the southeast corner of Airport Drive West and Roseland Road. B. The Contractor shall furnish all of the labor, materials, plant, equipment, transportation, supervision, etc., necessary to complete all of the work in a first- class workmanlike manner and in full accordance with the shown, described, and reasonably intended requirements of the Plans and Specifications to the full and complete satisfaction of the Owner. 3. QUALITY A. All work shall be performed by craftsmen skilled in their trade and the quality of work shall be equal to or better than similar type of work elsewhere. Materials, equipment, and articles incorporated in the work covered by this Contract are to be new and of the best grade of their respective kind for the purpose. When required by these specifications, or when called for by the Engineer, the Contractor shall furnish the Engineer certified copies of test results and/or affidavits as to the actual materials supplied which he contemplates incorporating in the work, for approval. Samples of proposed products shall be submitted for approval when so directed by the Engineer. Machinery, equipment, materials, and articles installed or used without such approval shall be at the risk of subsequent rejection. Equipment shall be by a reputable manufacturer who has replacement parts readily available. Access Roads/Water and Sewer T.S.1 -1 Sebastian Municipal Airport 4. LINE AND GRADE A. The OWNER shall provided vertical and horizontal control control for layout of the work in the form of benchmarks located adjacent to the work. From these bench marks, and from further horizontal controls provided by the Contractor, the Contractor shall develop and make all detail surveys needed for construction and shall establish all working points, lines and elevations. B. A representative of the Contractor shall constantly monitor all working points to see that true line and grade is maintained and shall, upon notification by the Engineer, immediately check any working point suspected of being erroneous. Should the Contractor fail or refuse to make a requested check, the Engineer may do so and deduct the cost thereof from monies due the Contractor. C. The Contractor shall construct the project to the lines and dimensions shown on the plans. Where deviation from the plans is necessitated for any reason whatsoever, the Engineer shall be notified of said deviation and shall approve same prior to the work being done. 5. PROTECTION AND RESTORATION OF SURVEY MONUMENTS A. The Contractor shall be responsible for protecting and restoring all existing land and property comers, such as section comers, 1/4 section corners, property corners or block control points, and for maintaining all horizontal and vertical control points. All surveying work shall be the responsibility of the Contractor and shall be performed under the supervision of a Florida Registered Land Surveyor. Survey points that will be destroyed during construction shall be properly referenced and replaced at the Contractor's expense with permanent monuments approved by the Engineer. 6. UTILITY LOCATION A. The Contractor shall notify each potentially affected utility company prior to the start of construction to arrange for positive underground location, relocation or support of its utility, where that utility may be in conflict with or endangered by the proposed construction. All charges by utility companies for temporary support of its utilities shall be paid for by the Contractor. All costs of permanent utility relocations to avoid conflict shall be the responsibility of the Contractor as required by the utility company involved. B. The Contractor shall schedule his work in such a manner that he is not delayed by the utility companies relocating or supporting their utilities. No compensation shall be made for such loss of time. C. All underground information is shown on the plans to the extent known and is as complete and accurate as can be determined from existing records. It shall be the Contractor's responsibility to verify the utility locations. He shall fully understand Access Roads /water and Sewer T.S.1 -2 Sebastian Municipal Airport that certain structures may not be located precisely as shown, or may be omitted entirely. D. The position of certain structures and utilities directly affects the proposed construction. Therefore, in order to insure that the proposed work can actually be positioned as planned, the Contractor shall make any excavation necessary for location of structures and utilities prior to construction of that particular portion of the project. All costs for locating such structures and utilities are to be at the Contractor's expense. E. All overhead, surface or underground structures and utilities encountered in trenching, whether shown on the plans or not shown on the plans, are to be carefully protected from injury or displacement. All damage to such structures is to be completely repaired within a reasonable time; needless delay will not be tolerated. The Owner reserves the right to remedy such damage by ordering outside parties to make such repairs at the expense of the Contractor. F. All such repairs made by the Contractor are to be made to the satisfaction of the utility owner; all damaged water or gas pipes must be replaced or prevented from leaking. All repairs are to be inspected by the utility owner prior to backfilling. 7. SITE INVESTIGATION AND REPRESENTATION A. The Contractor acknowledges that he has satisfied himself as to the nature and location of the work, the general and local conditions, particularly those bearing upon availability of transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and uncertainties of weather, or similar physical conditions at the site, the contours and conditions at the site, the contours and conditions of the ground, the character of equipment and facilities needed preliminary to and during the prosecution of the work and all other matters which can in any way effect the work or the cost thereof under this Contract. B. The Contractor further acknowledges that he has satisfied himself as to the character, quality, and quantity of surface and subsurface materials to be encountered from inspecting the site and from evaluating information derived from exploratory work that may be conducted by the Contractor. Any failure by the Contractor to acquaint himself with all the available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performing the work. 8. CONSTRUCTION SCHEDULE A. Within 15 calendar days after the date of notice to proceed and at least 10 calendar days before the first progress payment estimate is prepared, the Contractor shall provide a construction schedule indicating the various subdivisions of the work and the dates of commencing and finishing each. The Access Roads/Water and Sewer T.S.I -3 Sebastian Municipal Airport schedule shall show the time allowed for the installation, testing, and restoration of the project. 9. SHOP DRAWING SUBMITTAL A. Where required by the specifications, the Contractor shall submit five (5) sets of descriptive information which will enable the Owner's Engineer to advise the Owner whether the Contractor's proposed materials, equipment or methods of work are in general conformance to the design concept and in compliance with the drawings and specifications. The information to be submitted shall consist of drawings, specifications, descriptive data, certificates, samples, test results and such other certificates, samples, test results and such other information, all as specifically required in the specifications. In some instances, specified submittal information describes some, but not all, features of the material, equipment, or method of work. Features not requiring submittals shall be as specified. B. Contractor shall be responsible for the accuracy and completeness of the information contained in each submittal and shall assure that the material, equipment or method of work shall be as described in the submittal. The Contractor shall verify that all features of all products conform to the requirements of the specifications and drawings. Submittal documents shall be clearly edited to indicate only those items, models, or series of equipment, which are being submitted for review. All extraneous materials shall be crossed out or otherwise obliterated. The Contractor shall insure that there is no conflict with other submittals. The Contractor shall insure coordination of all submittals. C. Review of drawings, methods of work, or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of his responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the Owner's Engineer or the Owner, or by any officer or employee thereof, and the Contractor shall have no claim under the contract on account of the failure, or partial failure, of the method of work, material, or equipment so reviewed. A mark of "APPROVED" or "APPROVED AS NOTED" shall mean that the Owner has no objection to the Contractor, upon his own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed. 10. LABORATORY TESTS A. Where required by these technical specifications, all sampling and testing of materials to be supplied for this Contract, and the laboratory methods and testing equipment required under these specifications shall be in accordance with the latest standards or tentatives of the American Society for Testing Materials (ASTM), the latest standards or methods of the American Association of State Highway and Transportation Officials (AASHTO), or other method where specified. Access Roads /Water and Sewer T.S. 1-4 Sebastian Municipal Airport B. The required testing of samples and materials to be supplied for this Contract, shall be made at the expense of the Contractor, except where indicated otherwise. The Contractor shall furnish the required samples without charge. The Contractor shall give sufficient notification of the placing of orders for materials to permit testing. C. All tests on materials to be supplied for this Contract, will be made by an independent testing laboratory selected by the Contractor, but approved by both the Owner and Engineer. Where tests indicate that materials do not comply with these specifications, the Contractor shall bear the testing cost. D. All field tests to confirm installation in conformance with these Contract Documents are the responsibility of the Contractor and are not to be confused with the test requirements as noted in paragraphs A through C, above. 11. EQUIPMENT A. All construction equipment necessary and required for the proper construction of this project shall be on the construction site, in first -class working condition, and shall have been approved by the Engineer before construction is permitted to start. The Contractor shall provide such tamping tools and equipment as are necessary for the proper compaction of the backfill. 12. STORAGE SITES A. The Owner shall furnish the Contractor with sufficient area for the Contractor to establish field offices, material storage and equipment service and storage. The Contractor shall maintain these areas in a clean, orderly condition so as not to cause a nuisance in the area. 13. CONTRACTOR'S UTILITIES A. bower The Contractor shall provide power as required for construction of the project. He shall make arrangements with the electrical utility for power takeoff points, voltage and phasing requirements, transformers and metering and shall pay the costs and fees arising therefrom. The Contractor shall provide all special connections required for his work. B. Telephone The Contractor shall provide telephone service at his construction site office. Local cellular telephone service shall be considered as an acceptable substitute for telephone service. Access Roads/Water and Sewer T.S.1_5 Sebastian Municipal Airport C. Water All water used in conjunction with the construction, testing, and sterilization of the project shall be furnished by the Contractor or purchased from the County at the current unit charge for water. Should County water be required, the Contractor shall have a hydrant meter installed for all construction water. D. Sanitary Facilities The Contractor shall provide toilet facilities for his work force at the site of work. They shall comply with applicable laws, ordinances, and regulations pertaining to the public health and sanitation of temporary facilities. 14. ENVIRONMENTAL CONTROLS A. Maintenance of Site The Contractor shall keep the work site clean and free from construction debris. Materials and equipment shall be removed from the site when they are no longer necessary. Upon completion of the work and before final acceptance, the work site shall be cleared of equipment, unused materials, and rubbish to present a clean and neat appearance. B. Noise Control Unless otherwise authorized by Engineer and coordinated with all required County agencies, the approved hours of construction for this project is frozen. 7:00 A.M. and 5:00 P.M.. Noise from Contractor's operations shall not exceed limits established by applicable laws or regulations. C. Water Pollution Control The Contractor shall provide for the disposal of water removed from excavations in a manner that will not cause injury to public health, private or public property. The Contractor shall be responsible for complying with all local regulations and those of the Florida Department of Environmental Protection and St. Johns River Water Management District. D. Air Pollution Control The Contractor shall not discharge smoke, dust, and other contaminants into the atmosphere that violate the regulations of any legally constituted authority. He shall also abate dust nuisance in accordance with Section 2 of these specifications. Access Roads /Water and Sewer T.S. 1-6 Sebastian Municipal Airport 15. MAINTENANCE OF TRAFFIC A. The installation of temporary maintenance of traffic signs and devices and the maintenance of traffic shall be in accordance with the Drawings and Technical Specifications as approved and permitted by the Indian River County Engineering Department. 16. WORT{ IN PLANTED RIGHT -OF -WAYS AND /OR EASEMENTS A. All work within County right -of -way shall be conducted in accordance with County Ordinance 91 -44 and as stipulated on the County right -of -way permit. B. Right -of -ways and/or easements in grass and shrubbery plots shall be restored to their conditions which existed prior to making the excavation. All shrubbery, ornamental trees and other plantings shall be fully protected. If it is found necessary to remove any grass, shrubbery, or plants to accomplish the work, they shall be satisfactorily replaced before the work will be accepted or paid for. 17. EXCESS EXCAVATED MATERIAL A. When directed by the Engineer, all clean excess excavated material will be disposed of at a local site within five miles of the project site. It is anticipated that all clean excess material will be disposed at a site to be approved by the City's Engineering Department. B. All excess excavated material which is determined by the Engineer not to be clean material shall be disposed of by the Contractor at his expense and at an approved disposal site. 18. RECORD DRAWINGS A. Record documents refer to documents maintained and annotated by the Contractor during construction and are defined as a neat and legibly marked set of contract drawings showing the final location of piping, equipment, etc. B. Record drawings shall be full size prints and maintained in a clean, dry, and legible condition. Record documents shall not be used for construction purposes and shall be available for review by the Inspector during normal working hours at the Contractor's field office. Marking of the drawings shall be kept current and shall be done at the time the material and equipment are installed. Annotations to the record documents shall be made with an erasable colored pencil. C. The Contractor shall be required to submit one set of Record Drawings to the Engineer prior to final payment. These Record Drawings shall be annotated as such by the Contractor and signed by an officer of the Contractor. Access Roads/Water and Sewer T.S.1 -7 Sebastian Municipal Airport 19. MEASUREMENT AND PAYMENT A. All work items associated with the above paragraphs 15, "Maintenance of Traffic" and 16, "Work in Planted Rights -of -Way and or Easements ", shall be measured and paid for as further described in these technical specifications. B. All work items other than those associated with paragraphs 15 and 16 shall be included in, measured and paid for under the linear footage of water or force main pipe installed and completed. Access Roads/Water and Sewer T.S.I -g Sebastian. Municipal Airport SECTION 2 MAINTENANCE OF TRAFFIC 1. GENERAL A. 5-9 me The work to be performed under this item shall include the furnishing of all materials, equipment, and labor required for the maintenance of traffic within the limits of the project for the duration of the construction period, including any temporary suspensions of work. The Contractor shall obtain an Indian River County right -of -way permit, construct and maintain any necessary detour facilities; provide necessary facilities for access to residences and businesses; furnish, install and maintain traffic control and safety devices; furnish and apply water and calcium chloride for dust control, all as necessary to meet the laws and ordinances of jurisdictional agencies and as further required herein. B. Permitting In accordance with Indian River County Ordinance No. 91- 44, for all work on Roseland Road, the Contractor shall apply and obtain an Indian River County right - of -way permit with the Contractor named as applicant. Included in the right-of-way permit as required by Section 310.08 of the Ordinance, the Contractor shall submit site specific traffic control plans for review and approval by the Traffic Engineering Department of Indian River County. C. Submittals As stated above in paragraph B., the Contractor shall submit, for review and approval, site specific traffic control plans to the Indian River County Engineering Department. The number of plan sets to be submitted shall be that as required by the Contractor and Indian River County Engineering Department, plus two (2) sets for remittance to the ENGINEER upon approval. D. Emergencv Phone Numbers The Contractor shall provide a minimum of two (2) emergency phone numbers which will be answered 24 hours a day. These numbers shall provide direct access to employees of the Contractor who may immediately respond to any emergency associated with the Contractor's work. Access Roads/Water and Sewer T.S.2 -1 Sebastian Municipal Airport 2. EXECUTION OF WORK A. Detours In no case shall the Contractor block the normal vehicular ingress and egress on public trafficways unless detour routes have been established with County Engineering Department's permission. Any and all such detours shall have prior approval of fire and police departments and the Contractor shall notify these departments, on a daily basis, of the status of all detours under his control. In the event other Contractors are working in the same general area, all detours shall be coordinated by the Contractor with the Engineer, police and fire departments a minimum of a week in advance to avoid conflicting traffic patterns. B. Access for Residences and Businesses The Contractor shall not isolate residences and places of business. Access shall be provided to all residences and places of business whenever construction interferes with the existing means of access. C. Traffic Control and Safety Devices The Contractor shall erect traffic control devices (including signs), warning devices, and barriers prior to the creation of any hazardous condition and in conjunction with any necessary rerouting of traffic. The Contractor shall turn, or cover any devices or barriers which do not apply to the existing conditions. The Contractor shall provide competent flagmen to direct traffic where one -way operation in a single lane is in effect or in other situations as may be required. The Contractor shall make the County and Engineer aware of any scheduled operation which will affect traffic patterns or safety sufficiently in advance of commencing such operation to permit his review of the plan for the installation of traffic control devices, warning devices, or barriers proposed by the Contractor. D. Dust Control Where directed by the Engineer, calcium chloride shall be applied on street or trench areas and on traveled ways or detours in order to control dust during construction operations. The locations and the time of using this method of dust control shall be as directed by the Engineer. The equipment used for applying the calcium chloride shall be any spreader capable of such adjustment and control that the quantity of calcium chloride applied in any 25 foot length of road not vary more than 10 percent from the quantity intended for that length. Access Roads/Water and Sewer T.S.2 -2 Sebastian Municipal Airport The trench areas shall be graded level to provide adequate drainage and the pavement areas shall be swept free of all loose dirt and rocks prior to application of calcium chloride. When so directed, the surface shall be moistened prior to application of the material. The rate of application shall be specified by the Engineer and the material shall be spread uniformly. Unless otherwise directed, the rate of application for flakes shall be between 1.0 and 1.3 pounds per square yard of surface, and for pellets, between 0.8 and 1.0 pounds per square yard. If subsequent applications are required over an area which has previously been treated, the rate of such applications shall be 0.7 and 0.6 pounds per square yard for flakes and pellets respectively. Traffic shall not be allowed on the treated surface until two hours after application where maintenance of traffic. 3. MEASUREMENT AND PAYMENT Payment for obtaining the Indian River County right -of -way permit shall be made in the lump sum amount for "Right -of -Way" permit as indicated in the Contract Prices. Payment for the furnishing of all materials, equipment and labor required for the maintenance of traffic and control of dust within the limits of the project for the duration of the construction period as herein described shall be included in the lump sum pay item for "Maintenance of Traffic ". Access Roads/Water and Sewer T.S.2 -3 Sebastian Municipal Airport SECTION 3 WATER MAINS 1. GENERAL A. Scope The work to be performed under this Item shall include the furnishing of all materials, equipment and labor required for the installation of water mains as herein described and as shown on the Plans. The Contractor shall perform all excavation, backfilling, compacting, testing and related work required for the construction of these water mains in accordance with the provisions set forth under the applicable items of this Specification. B. references Standards applicable in this Specification shall be: 1) American Water Works Association (AWWA) and American National Standards Institute (ANSI). a. AWWA C104 (ANSI A21.4) Cement -Mortar Lining for Ductile -Iron and Gray -Iron Pipe and Fittings for water. b. AWWA (ANSI) 0110 Gray -Iron and Ductile -Iron Fittings, 3 -inch through 48 -inch for water and other liquids. C. AWWA CHI (ANSI A21.11) Rubber Gasket Joints for Ductile -Iron and Gray -Iron Pressure Pipe and Fittings. d. AWWA C150 (ANSI A21.50) Thickness Design of ductile -Iron Pipe. e. AWWA 0151 (ANSI A21.51) Ductile -Iron Pipe, Centrifugally cast in Metal Molds or Sand Lined Molds for water or other liquids. f. AWWA C153 (ANSI A21.53) Ductile -Iron Compact Fittings, 3- inch through 112 -inch for water and other liquids. g. AWWA (ANSI) C600 Installation of Gray and Ductile Cast Iron Water Mains and Appurtenances. h. AWWA (ANSI) 0900 Standard for Polyvinyl chloride (PVC) Pressure Pipe, 4 -inch through 12 -inch. Access Roads/Water and Sewer T.S.3 -1 Sebastian Municipal Airport i. AWWA M23 Manual of Water Supply Practices, "PVC Pipe - Design and Installation ". 2) American Society for Testing and Materials (ASTM) a. ASTM D -1248 Polyethylene Plastics Moldings and Extrusion Materials. 3) American Association of State Highway and Transportation Officials a. AASHTO T -99 (2.5 kg.) Rammer and a 12- inch (305 mm) Drop, as modified by T -99 -801 (Dated 1981). b. AASHTO T -180 Density Relations of Soils using a 10 lb. Rammer and an 18 -inch drop. C. Submittals 1) Shop Drawings - Prior to any fabrication or installation work, the Contractor shall furnish to the Engineer, for review and approval five (5) sets of shop drawings for the following items. a. Material specifications for all pipe types, fittings, joints, joint restraint, specials, and miscellaneous appurtenances. All drawings shall be reviewed, approved and stamped by the Contractor prior to submission to the Engineer. 2. MATERIALS A. Pipe 1) Ductile Iron Pipe - All ductile iron pipe shall conform to AWWA 0151 ANSI A21.51 and have a rated working pressure of 350 psi (minimum). All pipe shall be factory lined and coated. The pipe interior shall be cement lined and seal coated in accordance with AWWA 0104. The exterior of the pipe shall have a minimum I mil. thick bituminous coating in accordance with AWWA C 151. The pipe shall be marked the entire length with three blue color coded stripes. These stripes shall be applied in the manner as the required ASTM coding using paint and shall be at least 112 -inch high with the word "Water Main" in 3l4 -inch high letters appearing one or more times every 21- inches. As an alternative to lettering, pipe may be continuously spiral wrapped with blue plastic identification tape marked "Water ". Access Roads /Water and Sewer T.S.3 -2 Sebastian Municipal Airport Ductile Iron Pipe shall conform to the following thickness classes: a. Ductile Iron Pipe under roadway pavements shall be minimum pressure class 350. b. Ductile Iron Pipe in roadway shoulders or in unimproved areas shall be minimum pressure class 350. Unless otherwise indicated on the Drawings, ductile iron pipe shall be furnished in standard 18 or 20 foot laying lengths. 2) P.V.C. Pipe - PoIyvinyl Chloride, ASTM D1784 pressure pipe shall be made from Class 12454 -A or Class 12454 -B material and conform with the outside diameter of cast iron pipe. P.V.C. pipe (4" through 12 ") shall be rated for a minimum working pressure of 150 psi. P.V.C. pipe shall be pigmented during extrusion to provide a light blue color. The pipe shall be marked the entire length with three color coded stripes. These stripes shall be applied in the manner as the required ASTM coding using permanent ink and shall be at least 1/2- inch high with the word "Water Main" in 314 -inch high letters appearing one or more times every 21- inches. As an alternative to lettering, pipe may be continuously spiral wrapped with plastic identification tape marked "Water ". P.V.C. pipe sizes shall conform to the following: a. Pipe sizes 4" through 12" shall conform to AWWA C900 and have a minimum wall thickness of DR -18. b. Pipe sizes over 12 -inch shall be manufactured in accordance with UNI- B- 11 -85, shall meet AWWA C 905 standards for potable water application requirements, and shall be DR -18 wall thickness. B. Fittings All underground fittings shall be ductile iron with mechanically restrained joints. Fittings shall conform to the following: 1) Fittings for pipe sizes 4" through 12" shall be compact ductile iron conforming to AWWA C 153. Fittings shall have a minimum pressure rating of 350 psi. Fittings shall have mechanically restrained joints. 2) Fittings for pipe sizes over 12" shall be ductile or cast iron conforming to AWWA C 110. Fittings shall have a minimum pressure rating of 250 psi. Fittings shall have mechanically restrained joints. 3) All fittings shall be lined and coated as specified for ductile iron pipe. Access Roads /Water and Sewer T.S.3 -3 Sebastian Municipal Airport 4) Retainer glands for fitting restraint shall not be permitted. C. Joints 1) Push on Joints - Joints for PVC pipe shall be bell and spigot, rubber gasket compression, push -on type as specified in AWWA C 111 (ANSI A21.11). Special fittings and joints shall be considered for specific installation. 2) Mechanical Joints - Mechanical joints shall be used on fittings for changes in horizontal alignment on all pipes, up to 12- inches in diameter. Otherwise, all mechanical joints shall be restrained as further outlined in these specifications. Mechanical joints shall be in accordance with AWWA 0111. 3) Restrained Joints - Fittings used for changes in alignment of pipe shall be mechanically restrained. As indicated on the drawings, pipe lengths located upstream and downstream of restrained fittings shall also be restrained, Method of joint restraint shall be as follows: a. P.V.C. pipe in diameters 4" through 12" shall be restrained at fittings with "UNI- FLANGE" series 1300 -C, "EBBA IRON" series 500, or other approved restrainer_ Bell and spigot joints on P.V.C. pipe in diameters 4" through 12" shall be restrained with "UNI- FLANGE" series 1350 -C, "EBBA IRON" series 1500, or other approved restrainer. b. F.V.C. pipe in diameters over 12" shall be restrained at fittings with "UNI- FLANGE" large diameter series 1300 -C, or other approved restrainer. Bell and spigot joints on P.V.C. pipe in diameters over 12" shall be restrained with "UNI- FLANGE" large diameter series 1350 -C, or other approved restrainer. C. Mechanical joint ductile iron pipe and fittings shall be restrained with "EBBA IRON", Megalug Series 1100 restrainers, or approved equal. Push -on ductile iron pipe and fittings shall be restrained with pipe manufacturer's restrained joints, such as U.S, Pipe " "TR -FLEX GRIPPER RING ", American Pipe "LOK -RING" or "LOK- FAST" joints, or approved equal. d. Retainer glands shall not be permitted. 4) Flexible Joints - Where indicated, river or canal crossing pipe shall have flexible ball and socket restrained joints. Joints shall provide a minimum joint deflection of 15 degrees. Flexible joints shall be American Pipe "FLEX -LOK ", U.S. Pipe "USIFLEX ", or approved equal. Access Roads/water and Sewer T.S.314 Sebastian Municipal Airport 5) Flanged Joints - Where indicated, fanged joints shall be Class 125 conforming to AWWA Standard C110. Flanged joints shall be used for connection of all above grade installations. 6) Gaskets - All gaskets shall be manufactured of an elastomeric material. The gasket shall provide a positive, tight seal under all combinations of joint and gasket tolerances. Installation and lubrication of gaskets shall be as directed by the manufacturer. D. Foundation Rock A sieve analysis of Foundation Rock shall conform to the following limits: Passing 3/4" - 100% Passing 3/8" - 20 - 55% Passing #4 - 0 - 10% Passing #8 - 0 - 5% E. Buried Identification TVe Detectable buried identification tape shall be installed for all pipe. Tape shall be 2 inches minimum width, consisting of a minimum 5 mil overall thickness with a solid aluminum foil core. Construction shall be 2 mil clear film, reverse print laminated to aluminum foil to 2 mil clear film, making the film permanently printed. Tape shall be furnished in manufacturers' standard roll length, meeting the "American Public Works Association" (APWA) color code, and shall be imprinted continuously with the following words, unless otherwise approved: "CAUTION BURIED WATER MAIN BELOW" Detectable buried warning tape shall be equal to or better than "PRO- LINE" underground utility marking tape as manufactured by Pro -Line Safety Products Co., 1099 Atlantic Drive, Unit #1, West Chicago, IL. F. Detectable Buried Trace Wire Trace wire shall be continuous 410 THHN, stranded copper wire. PVC color sheathing shall meet the color code of the "American Public Works Association" (APWA). 3. EXECUTION OF WORK The installation and testing of the water main shall be done in accordance with AWWA (ANSI) C600 for ductile iron pipe or AWWA M23 for P.V.C. pipe, plus Access Roads /Water and Sewer T.S.3 -5 Sebastian Municipal Airport the additional requirements described herein or shown on the Plans. A. Preparation 1. Clearing - The Contractor shall perform all clearing necessary, where applicable, for the proper installation of all water mains, and appurtenances in the locations shown on the drawings. Plantings, shrubbery, trees, utility poles or structures subject to damage resulting from the excavation shall be transplanted, relocated, braced, shored or otherwise protected and preserved unless otherwise directed by the Engineer. B. Trenching 1. Pavement Cutting - Asphaltic pavements shall be cut by pneumatic hammers or mechanical pavement cutters; saws, or other method approved by the Engineer. Concrete pavement or concrete base pavement shall be sawed. Both types of pavement shall be cut and removed prior to any excavation. 2. Excavation - The excavation in which the pipes and appurtenances are to be constructed shall be excavated in open cut, except where otherwise stated on the Plans, in such a manner to such depths and widths as will give suitable room for bracing, supporting, pumping, draining and for removing from the excavation any material which the Engineer may decide is inadequate for foundation. The maximum trench width at the top of the pipe shall be in accordance with the trenching details. The Contractor may, where it will not interfere with the work or adjacent structures or property, slope the sides of excavation. The sides of the trench may only be sloped from a point in compliance with the trenching details. No compensation will be allowed for such excavation and the Contractor shall include its cost in the prices bid. The materials of excavation shall include all materials encountered, such as clay, sand, rock, marl, muck, gravel, boulders, heterogeneous fill materials, old timbers, or any combination of these. Any unforeseen obstacles such as buried trees or timbers, abandoned utilities, metal objects, concrete masses or any debris encountered shall be removed. All "materials of excavation" and "unforeseen obstacles" will be considered as incidental to construction and no additional compensation will be allowed. All roots, stumps, logs, limbs, boulders or any material which is not suitable for backfill material shall be removed from the site promptly as excavated and disposed of by the Contractor at his expense. 3. Length of Trench to be Opened - The length of trench to be opened or the area of surface to be disturbed and unrestored at any time will be limited by Access Roads/Water and Sewer T.S.3 -6 Sebastian Municipal Airport the Engineer with regard to expeditious construction and the convenience of the Owner. Excavation shall not advance more than 100 feet ahead of the pipe laying without the consent of the Engineer. 4. Sheeting and Bracing - The Contractor shall be responsible for properly supporting the sides of all trenches and excavations with timbers or other supports wherever necessary or required to properly safeguard the trenches, adjacent properties and structures and at restricted right -of -way. The cost of all necessary timber, sheeting and bracing whatsoever (left in place or removed), shall be included in the unit prices bid for furnishing and installing water main. Portions of the timber sheeting driven below the elevation of the top of the pipe shall not be disturbed or removed. Timber sheeting and bracing shall be left in place if so ordered by the Engineer and/or where shown on the Plans to avoid undermining or otherwise endangering the work or adjacent structures. All sheeting left in place shall be cut off or driven at least 18- inches below finished grade, unless otherwise ordered. Great care shall be exercised in the selection of sheeting and bracing of adequate design, type, size and strength. The adequacy of the timber used for all supporting and bracing purposes shall be the responsibility of the Contractor, who shall use only men of seasoned experience for this type of work. The sizes and lengths of the timber used shall conform closely to the needs of the work and oversizing as well as undersizing should be avoided. In placing and driving the sheeting, proper workmanship and equipment shall be used to achieve a true alignment and close contact of the sheeting boards. Timber sheeting shall be straight and sound, free from shakes, cracks, large or loose knobs and other defects impairing its strength and durability. It shall be squared to the required dimension throughout its entire length. If required for the proper execution of the work where running sand, quicksand or other semi -fluid material difficult to handle is encountered, the timber sheeting shall be tongue and groove. The Contractor may, in lieu of sheeting, bracing and shoring to maintain the allowable trench widths, use a "trench box" ("trench shield" or "mule ") provided pipe sections are secured downstream by a cable(s) stretched through and secured to the end section of pipe by means of a timber and a cable clamp, all materials being of adequate size and strength. The cable shall be held taut during the process of advancing the "box ". Access Roads/water and Server T.S.3 -7 Sebastian Municipal Airport This procedure may be used so long as, in the opinion of the Engineer, the work is proceeding satisfactorily. The Engineer may revoke permission to use the "trench box" at any time he feels unsatisfactory or inadequate work is being performed and the Contractor shall, without appeal, immediately begin using sheeting„ bracing and shoring to maintain the allowable trench widths. At all times, when soil conditions permit, the bottom edge of the "trench box" shall be no lower than the springline of the pipe, so as to disturb the trench compaction when advancing the "trench box ". 5. Placing of Excavated Material - All excavated materials shall be placed where indicated by the Engineer in such a manner as not to endanger the work and so that free access will be maintained at all times to all parts of he trench and to all fire hydrants and their gate valves in the vicinity. Such material shall be neatly piled so as to interfere as little as possible with traffic. 6. Drainage - The Contractor shall furnish sufficient pumping or other dewatering equipment and shall provide at his own expense satisfactory drainage whenever needed in trenches and other excavations during the progress of the work and its completion for inspection. Water shall not be allowed to flow over or raise upon any concrete, masonry or pipe until work has been inspected and the mortar or concrete has properly set. Unless otherwise permitted by the Engineer, the water table shall be lowered by the use of a well point system. Open trench pumping may be permitted only upon approval by the Engineer of the method of pumping and drainage to be used. If open trench pumping is approved, the water must be conveyed entirely through approved coarse material placed below the bottom of the "Foundation" hereinafter described. The depth of this coarse material shall be determined by the Contractor and approved by the Engineer. Materials and workmanship used for the well point system shall be in keeping with the approved standard practice. The well point system shall function so as to enable pipe, concrete cradle and appurtenances to be installed without interference from running or standing water at the bottom of the trench. The Engineer shall make the final decision as to the acceptability of the well point system or any part thereof. Where necessary, pea gravel or graded sand shall be used in conjunction with the well points as they are installed in insure continuous pumping in the dewatering of fine material. Access Roads/Water and Sewer T.S.3 -8 Sebastian Municipal Airport The cost of dewatering shall be included in the various unit prices bid under water main installation. 7. Disposal of Water from Excavations - All water pumped or bailed from trenches or other excavations shall be conveyed in a proper manner to a suitable point of discharge by the Contractor at his own expense. The Contractor shall provide for the disposal of water removed from excavations in a manner that will not cause injury to public health, private or public property, any portion of the work completed or in progress, the surface of the streets, or cause any impediments to the reasonable use of the site by other Contractors. The Contractor shall be responsible for complying with all the local regulations and those of the Department of Environmental Regulation regarding pollution of waterways. Should the size of Contractor's dewatering equipment, or the quantity of disposed water, or the method of disposal require a St. Johns' River Water Mgmt. District permit, the Contractor shall obtain such permit at no additional expense to the Owner and with no additional time added to the Contract. The Contractor shall take special precautions to eliminate any odor problems resulting from the discharge of sulfide water, such as the use of submerged discharge outlets and overflow basins. 8. Preparation of Trench - Trenching as shown on the Plan details shall be standard for this project. The trenches shall be constructed by excavating to the depth indicated on the Plans. The trenches shall then be manually shaped to fit the bell and lower quadrant of the pipe barrel. Mechanical excavation shall be limited to provide an undisturbed trench bottom for the lower quadrant and bell of the pipe. Final excavation shall require hand shaping for placement of the pipe. If mechanical overcutting occurs, the pipe bedding shall consist of four (4) inches of washed and graded sand or crushed rock on undisturbed soil. C. Laying of Pipe All pipe, fittings and valves shall be installed according to AWWA Specification C600 for ductile iron pipe or AWWA M23 for P.V.C. pipe. Prior to installation, all pipe and appurtenances shall be examined for damage and defects. Under no circumstances shall defective pipe be installed. All lumps, blisters and excess coating materials shall be removed from the socket and plain ends of each pipe. While being placed in the trench, care shall be taken to prevent foreign material from entering the pipe. As each length of pipe is placed in the trench, the joint shall be assembled and the pipe brought to correct line and grade. At times when pipe laying is not in progress, the open end of the pipe shall be closed by a watertight plug. When practical, the plug shall remain in place until the trench is pumped completely dry. Access Roads/Water and Sewer T.S.3 -9 Sebastian Municipal Airport When it is necessary to deflect the pipe from a straight line in either the vertical or horizontal plane, or where long radius curves are permitted, the amount of deflection shall not exceed that of Table 5 and 6 in AWWA Specification C600 for ductile iron pipe or AWWA M23 for P.V.C. pipe. 1) Thrust Restraint - All valves, dead ends, tees, and bends for changes in alignment shall be appropriately restrained against pipeline thrust. All items installed in the mainline which may cause vertical or horizontal thrust forces shall require the item and appropriate length of upstream and downstream pipe to be mechanically restrained with approved devices. 2) Backfill a. General - Where the trench has been dewatered, backfilling must progress sufficiently before pumps are shut off to prevent flotation of pipe. Any pipe that has been displaced perceptibly from its correct position shall be removed and re -laid properly at the Contractor's expense. Backfilling shall follow pipe laying within 100 feet, unless otherwise directed by the Engineer, but shall not be performed in any case until the Engineer has approved the line for backfilling. Water shall not be added except as required to obtain Optimum Moisture Content and "'flooding'" or "puddling'" for compaction will not be allowed. Backfill material shall be free of roots, logs, limbs, clays, large rocks or any material or debris determined to be unsuitable by the Engineer. The Engineer may reject any material which he considers unsuitable for backfill. The compaction procedures specified herein shall be considered "minimum procedures" to prevent after - settlement and the Contractor shall reopen, refill and recompact any trenches indicating improper backfill procedures or after - settlement. All road crossings shall be backfilled immediately, made passable and maintained passable until the permanent repair is made. b. State -Owned Rights -Of -Way Under Pavements - The initial lift (stage 1) shall consist of clean, fine, select materials, not exceeding 314" in diameter under the haunches of the pipe. The material shall be placed in layers not to exceed 6 ". The initial lift shall be manually compacted to 100% of the maximum density as determined by AASHTO T -99. Subsequent lifts (stage 2) to 12" above the pipe shall be constructed as specified for stage 1, except that had operated mechanical tampers may be used. Additional lifts in stage 2, from 12" above the pipe to the top of subgrade shall be carefully backfilled with material free from organic material and stones or clumps exceeding 3- inches (2- inches in the final 6 -inch Access Roads/Water and Sewer T.S.3 -10 Sebastian Municipal Airport Iayer) in diameter, and mechanically compacted in 6 -inch layers to an average maximum density of 100% as determined by AASHTOT -99. C. All Other Areas Under Pavements - The initial lift shall consist of clean, fine, select materials, not exceeding 314" in diameter under the haunches of the pipe. The material shall be placed in layers not to exceed 4 ". The initial lift shall be manually compacted to 95% of the maximum density as determined by AASHTO T -180. Subsequent lifts to 12" above the pipe shall be constructed as specified for the initial lift, except that had operated mechanical tampers may be used. Additional lifts from 12" above the pipe to the top of subgrade shall be carefully backfilled with material free from organic material and stones or clumps exceeding 3- inches (2- inches in the final 6 -final layer) in diameter, and compacted in 6 -inch layers to an average maximum density of 95% as determined by AASHTO T -180. d. Areas Outside of Pavements - Backfill of all areas outside of pavements shall be constructed as specified above for "all other areas under pavements" except that the additional lifts shall be constructed as specified to the finished grade. e. Density Testing - The Contractor shall arrange to have sufficient soil tests made by an independent testing laboratory approved by the Engineer to demonstrate conformance of his work with the stability and compaction levels required by these specifications. Compaction tests shall be taken at intervals listed herein or as deemed necessary by the Engineer. All test results shall be signed and sealed by a Florida Registered Engineer, and a copy provided to the Owner and Engineer. In no case shall the Contractor proceed with construction over compacted material until the tests prove satisfactory and approval is given by the Engineer. In general, at least one test for maximum dry density /optimum moisture content shall be performed on a representative sample of each inherently different material to be used for compacted backfill or embankment fill. As a minimum, in -place density tests shall be performed at the rate of one test location per 300 lineal feet (or fraction thereof) of trench on the compacted backfill, under each drive lane at all roadway crossings and at all significant changes in bedding and backfill material . Tests shall be taken in one foot lifts beginning at one foot above the pipe and ending at the final grade. Test locations shall be as directed by the Engineer or his authorized representative. If any test results are unsatisfactory, the Contractor shall re- excavate and recompact the backfill, at his expense, to the Access Roads/Water and Sewer T.S.3 -11 Sebastian Municipal Airport extent directed by the Engineer until the required compaction is obtained. The cost of all proctor and density tests shall be the responsibility of the Contractor and shall be included in the cost of installed and completed water main. 3) Installation of Detectable Buried Warning Tape Tape shall be tied to each valve or fitting and shall run continuously with no splices between valves or fittings. Tape shall be placed at a maximum depth of 12 inches below finished grade directly above the pipe centerline. Following placement of tape, the trench shall be backfilled with due caution to prevent displacement or damage to the tape. 4) Installation of Detectable Buried Trace Wire Trace wire shall be installed on all pipe, valve and fittings, with splices, branches, connections and terminations as shown on the plans. 5) Separation Requirements Water mains shall be laid at least ten (10) feet horizontally from any existing or proposed sanitary or storm sewer, or any other sanitary hazard. Water mains crossing sanitary hazards shall be laid to provide a minimum vertical clearance of 18 inches between the outside of the water main and the outside of the sanitary hazard. Where the water main passes under the sanitary hazard or the 18 inch clearance cannot be met, the water main shall have a full pipe length centered on the sanitary hazard. The water main pipe section shall be ductile iron pipe or it shall be encased in a minimum of 6 inches of concrete all around. D. Field Quality Control 1) Hydrostatic Tests - The Contractor shall provide all necessary material and shall perform all work required in connection with the test, including temporary plugs where required. All pipe shall be tested to a hydrostatic pressure of 150 p.s.i. The required pressure as measured at the point of highest elevation shall be applied for not less than two hours, and all pipe, fittings, valves and joints shall be made water -tight if leakage is evident. No ductile iron pipe installation will be accepted unless and until the leakage is less than that as specified under Section 4.2 of the AW WA (ANSI) 0600, P.V.C. pipe installations shall meet the leakage requirements of AWWA M23 as applicable. E. Adjusting and Cleaning 1. Restoring Surfaces - The top surfaces of the backfill shall be restored to Access Roads/Water and Sewer T.S.3 -12 Sebastian Municipal Airport the original or planned conditions. Trenches shall be carefully examined upon the completion of backfilling and surface irregularities, that are dangerous or obstructive to traffic, are to be removed. Paved sections shall conform in grade with adjacent areas and shall be of at least equal quality. Design mixes for flexible pavement shall be subject to approval by the Engineer. All damaged or undermined areas of existing pavement, not previously removed, shall be removed and restored to original conditions or in the specified manner. Equipment shall not travel over loose rock fragments, or other hard material, lying on sections or pavement which are not to be removed. Removal, replacement and restoration of areas of pavement shall be as indicated on drawings. F. Connection to Existing Mains The Contractor shall make no connection to another Contractor's work unless the work has been substantially completed, accepted, and paid for by the Owner, or expressed written permission to connect to the work has been given by the other Contractor and said written permission has been forwarded to the Engineer. 4. MEASUREMENT AND PAYMENT Measurement for water main shall be determined by the number of linear feet of each size of pipe installed, in place, completed and approved. The footage shall be the horizontal distance measured along the surface of the trench from the beginning to the end of the project. The payment for all fittings in the mainline, excluding fittings required for lump sum hydrant installations, shall be based upon the number and type of fittings installed in the mainline. The unit price bid per foot under this Section shall be full compensation for providing all clearing, excavation, special foundation, backfilling, density testing, concrete encasement, thrust - blocking, and appurtenances required for the proper completion of the work herein described and as shown on the Plans. Mechanical joint restraint shall be paid on a unit price basis for each size mechanically restrained joint furnished installed and approved. Payment for fittings shall be based upon the total tonnage installed in accordance with the Drawings and Specifications. Fitting weight shall be based upon the per unit weight as identified in the approved shop drawings. No additional payment will be considered for cost incurred in the stabilization of trench bottoms which are inadequate due to the materials encountered or due to construction methods. Access Roads/Water and Sewer TS.3 -13 Sebastian Municipal Airport SECTION 4 FORCE MAINS 1. GENERAL A. Scone The work to be performed cinder this Item shall include the furnishing of all materials, equipment and labor required for the installation of force mains as herein described and as shown on the Plans. The Contractor shall perform all excavation, backfilling, compacting, testing and related work required for the construction of these water mains in accordance with the provisions set forth under the applicable items of this Specification. B. References Standards applicable in this Specification shall be: 1) American Water Works Association (AWWA) and American National Standards Institute (ANSI). a. AWWA C104 (ANSI A21.4) Cement -Mortar Lining for Ductile -Iron and Gray -Iron Pipe and Fittings for water. b. AWWA (ANSI) C110 Gray -iron and Ductile -Iron Fittings, 3 -inch through 48 -inch for water and other liquids. C. AWWA 0111 (ANSI A21.11) Rubber Gasket Joints for Ductile -Iron and Gray -Iron Pressure Pipe and Fittings. d. AWWA C150 (ANSI A21.50) Thickness Design of ductile -Iron Pipe. e. AWWA C151 (ANSI A21.51) Ductile -Iron Pipe, Centrifugally cast in Metal Molds or Sand Lined Molds for water or other liquids. f AWWA C153 (ANSI A21.53) Ductile -Iron Compact Fittings, 3- inch through 112 -inch for water and other liquids. g. AWWA (ANSI) 0600 Installation of Gray and Ductile Cast Iron Water Mains and Appurtenances. h. AWWA (ANSI) 0900 Standard for Polyvinyl chloride (PVC) Pressure Pipe, 4 -inch through 12 -inch. i. AWWA M23 Manual of Water Supply Practices, "PVC Pipe - Design and Installation ". Access Roads /Water and Sewer T.S.4 -1 Sebastian Municipal Airport 2) American Society for Testing and Materials (ASTM) a. ASTM D -1248 Polyethylene Plastics Moldings and Extrusion Materials. 3) American Association of State Highway and Transportation Officials a. AASHTO T -99 (2.5 kg.) Rammer and a 12- inch (305 mm) Drop, as modified by T -99 -801 (Dated 1981). b. AASHTO T -180 Density Relations of Soils using a 10 lb. Rammer and an 18 -inch drop. C. Submittals 1) Shop Drawings - Prior to any fabrication or installation work, the Contractor shall furnish to the Engineer, for review and approval five (S) sets of shop drawings for the following items.. a. Material specifications for all pipe types, fittings, joints, joint restraint, specials, and miscellaneous appurtenances. All drawings shall be reviewed, approved and stamped by the Contractor prior to submission to the Engineer. 2. MATERIALS A. Pine 1) Ductile Iron Pipe - All ductile iron pipe shall conform to AWWA C151 ANSI A21.51 and have a rated working pressure of 350 psi (minimum). All pipe shall be factory lined and coated. The pipe interior shall receive a minimum 40 mil (D.F.T.) lining of fusion- bonded, ceramic - epoxy. The lining shall be applied in one coat and shall be "Protecto" 401, "Lineguard" 100 or approved equal. The exterior of the pipe shall have a minimum 1 mil. thick bituminous coating in accordance with AWWA 0151. The pipe shall be marked the entire length with three brown color coded stripes. These stripes shall be applied in the manner as the required ASTM coding using paint and shall be at least 112 -inch high with the word "Sewer Main" in 314 -inch high letters appearing one or more times every 21- inches. As an alternative to lettering, pipe may be continuously spiral wrapped with blue plastic identification tape marked "Force Main". Ductile Iron Pipe shall conform to the following thickness classes: Access Roads /Water and Sewer T.S.4 -2 Sebastian Municipal Airport a. Ductile Iron Pipe under roadway pavements shall be minimum pressure class 350. b. Ductile Iron Pipe in roadway shoulders or in unimproved areas shall be minimum pressure class 350. Unless otherwise indicated on the Drawings, ductile iron pipe shall be furnished in standard 18 or 20 foot laying lengths. 2) P.V.C. Pipe - PoIyvinyl Chloride, ASTM D1784 pressure pipe shall be made from Class 12454 -A or Class 12454 -B material and conform with the outside diameter of cast iron pipe. P.V.C. pipe (4" through 12 ") shall be rated for a minimum working pressure of 150 psi. P.V.C. pipe shall be pigmented during extrusion to provide a brown color. The pipe shall be marked the entire length with three color coded stripes. These stripes shall be applied in the manner as the required ASTM coding using permanent ink and shall be at least 1/2- inch high with the word "Force Main" in 3/4 -inch high letters appearing one or more times every 21- inches. As an alternative to lettering, pipe may be continuously spiral wrapped with plastic identification tape marked "Force Main ". P.V.C. pipe sizes shall conform to the following: a. Pipe sizes 4" through 12" shall conform to AWWA C900 and have a minimum wall thickness of DR -18. b. Pipe sizes over 12 -inch shall be manufactured in accordance with UNI- B- 11 -85, shall meet AWWA C 905 standards for potable water application requirements, and shall be DR -18 wall thickness. B. Fittings ittings All underground fittings shall be ductile iron with mechanically restrained joints. Fittings shall conform to the following: 1) Fittings for pipe sizes 4" through 12" shall be compact ductile iron conforming to AWWA C 153. Fittings shall have a minimum pressure rating of 350 psi. Fittings shall have mechanically restrained joints. 2) Fittings for pipe sizes over 12" shall be ductile or cast iron conforming to AWWA C110. Fittings shall have a minimum pressure rating of 250 psi. Fittings shall have mechanically restrained joints.. 3) All fittings shall be lined and coated as specified for ductile iron pipe. 4) Retainer glands for fitting restraint shall not be permitted. Access Roads/Waterand Sewer T.S.4 -3 Sebastian Municipal Airport C. Joints 1) Push on Joints - Joints for PVC pipe shall be bell and spigot, rubber gasket compression, push -on type as specified in AWWA C111 (ANSI A21.11). Special fittings and joints shall be considered for specific installation. 2) Mechanical Joints - Mechanical joints shall be used on fittings for changes in horizontal alignment on all pipes, up to 12- inches in diameter. Otherwise, all mechanical joints shall be restrained as further outlined in these specifications. Mechanical joints shall be in accordance with AWWA C 111. 3) Restrained Joints - Fittings used for changes in alignment of pipe shall be mechanically restrained. As indicated on the drawings, pipe lengths located upstream and downstream of restrained fittings shall also be restrained. Method of joint restraint shall be as follows: a. P.V.C. pipe in diameters 4" through 12" shall be restrained at fittings with "UNI- FLANGE" series 1300 -C, "EBBA IRON" series 500, or other approved restrainer. Bell and spigot joints on P.V,C. pipe in diameters 4" through 12" shall be restrained with "UNI- FLANGE" series 1350 -C, "EBBA IRON" series 1500, or other approved restrainer.. b. P.V.C. pipe in diameters over 12" shall be restrained at fittings with "UNI- FLANGE" large diameter series 1300 -C, or other approved restrainer. Bell and spigot joints on P.V.C. pipe in diameters over 12" shall be restrained with "UNI- FLANGE" large diameter series 1350 -C, or other approved restrainer. C. Mechanical joint ductile iron pipe and fittings shall be restrained with "EBBA IRON", Megalug Series 1100 restrainers, or approved equal. Push -on ductile iron pipe and fittings shall be restrained with pipe manufacturer's restrained joints, such as U.S. Pipe "TR -FLEX GRIPPER RING ", American Pipe "LOK -RING" or "LOK- FAST " joints, or approved equal. d. Retainer glands shall not be permitted. 4) Flexible Joints - Where indicated, river or canal crossing pipe shall have flexible ball and socket restrained joints. Joints shall provide a minimum joint deflection of 15 degrees. Flexible joints shall be American Pipe "FLEX -LOK ", U.S. Pipe "USIFLEX", or approved equal. 5) Flanged Joints - Where indicated, flanged joints shall be Class 125 conforming to AWWA Standard C110. Flanged joints shall be used for connection of all above grade installations. Access Roads/Water and Sewer T.S.4 4 Sebastian Municipal Airport 6) Gaskets - All gaskets shall be manufactured of an elastomeric material. The gasket shall provide a positive, tight seal under all combinations of joint and gasket tolerances. Installation and lubrication of gaskets shall be as directed by the manufacturer. D. Foundation Rock A sieve analysis of Foundation Rock shall conform to the following limits: Passing 3/4" - 100% Passing 3/8" - 20 - 55% Passing #4 - 0 10% Passing #S - 0 - 5% E. Buried Identification Ta e Detectable buried identification tape shall be installed for all pipe. Tape shall be 2 inches minimum width, consisting of a minimum 5 mil overall thickness with a solid aluminum foil core. Construction shall be 2 mil clear film, reverse print laminated to aluminum foil to 2 mil clear film, making the film permanently printed. Tape shall be furnished in manufacturers' standard roll length, meeting the "American Public Works Association" (APWA) color code, and shall be imprinted continuously with the following words, unless otherwise approved: "CAUTION BURIED FORCE MAIN BELOW" Detectable buried warning tape shall be equal to or better than "PRO- LINE" underground utility marking tape as manufactured by Pro -Line Safety Products Co., 1099 Atlantic Drive, Unit #1, West Chicago, IL. F. Detectable Buried Trace Wire Trace wire shall be continuous #14 THHN, single conductor copper wire. PVC color sheathing shall meet the color code of the "American Public Works Association" (APWA). 3. EXECUTION OF WORK The installation and testing of the force main shall be done in accordance with AWWA (ANSI) C600 for ductile iron pipe or AWWA M23 for P.V.C. pipe, plus the additional requirements described herein or shown on the Plans. A. Preparation 1. Clearing - The Contractor shall perform all clearing necessary, where Access Roads/Water and Sewer T.SA -5 Sebastian Municipal Airport applicable, for the proper installation of all force mains, and appurtenances in the locations shown on the drawings. Plantings, shrubbery, trees, utility poles or structures subject to damage resulting from the excavation shall be transplanted, relocated, braced, shored or otherwise protected and preserved unless otherwise directed by the Engineer. B. Trenching 1. Pavement Cutting - Asphaltic pavements shall be cut by pneumatic hammers or mechanical pavement cutters; saws, or other method approved by the Engineer. Concrete pavement or concrete base pavement shall be sawed. Both types of pavement shall be cut and removed rp for to any excavation. 2. Excavation - The excavation in which the pipes and appurtenances are to be constructed shall be excavated in open cut, except where otherwise stated on the Plans, in such a manner to such depths and widths as will give suitable room for bracing, supporting, pumping, draining and for removing from the excavation any material which the Engineer may decide is inadequate for foundation_ The maximum trench width at the top of the pine shall be in accordance with the trenching details. The Contractor may, where it will not interfere with the work or adjacent structures or property, slope the sides of excavation. The sides of the trench may only be sloped from a point in compliance with the trenching details. No compensation will be allowed for such excavation and the Contractor shall include its cost in the prices bid. The materials of excavation shall include all materials encountered, such as clay, sand, rock, marl, muck, gravel, boulders, heterogeneous fill materials, old timbers, or any combination of these. Any unforeseen obstacles such as buried trees or timbers, abandoned utilities, metal objects, concrete masses or any debris encountered shall be removed. All "materials of excavation" and "unforeseen obstacles" will be considered as incidental to construction and no additional compensation will be allowed. All roots, stumps, logs, limbs, boulders or any material which is not suitable for backfill material shall be removed from the site promptly as excavated and disposed of by the Contractor at his expense. 3. Length of Trench to be Opened - The length of trench to be opened or the area of surface to be disturbed and unrestored at any time will be limited by the Engineer with regard to expeditious construction and the convenience of the Owner. Excavation shall not advance more than 100 feet ahead of the pipe laying without the consent of the Engineer. 4. Sheeting and Bracing - The Contractor shall be responsible for Access Roads/Water and Sewer T.S.4 -6 Sebastian Municipal Airport properly supporting the sides of all trenches and excavations with timbers or other supports wherever necessary or required to properly safeguard the trenches, adjacent properties and structures and at restricted right -of -way. The cost of all necessary timber, sheeting and bracing whatsoever (left in place or removed), shall be included in the unit prices bid for furnishing and installing water main. Portions of the timber sheeting driven below the elevation of the top of the pipe shall not be disturbed or removed. Timber sheeting and bracing shall be left in place if so ordered by the Engineer and/or where shown on the Plans to avoid undermining or otherwise endangering the work or adjacent structures. All sheeting left in place shall be cut off or driven at least 18- inches below finished grade, unless otherwise ordered. Great care shall be exercised in the selection of sheeting and bracing of adequate design, type, size and strength. The adequacy of the timber used for all supporting and bracing purposes shall be the responsibility of the Contractor, who shall use only men of seasoned experience for this type of work. The sizes and lengths of the timber used shall conform closely to the needs of the work and oversizing as well as undersizing should be avoided. In placing and driving the sheeting, proper workmanship and equipment shall be used to achieve a true alignment and close contact of the sheeting boards. Timber sheeting shall be straight and sound, free from shakes, cracks, large or loose knobs and other defects impairing its strength and durability. It shall be squared to the required dimension throughout its entire length. if required for the proper execution of the work where running sand, quicksand or other semi -fluid material difficult to handle is encountered, the timber sheeting shall be tongue and groove. The Contractor may, in lieu of sheeting, bracing and shoring to maintain the allowable trench widths, use a "trench box" ( "trench shield" or "mule ") provided pipe sections are secured downstream by a cable(s) stretched through and secured to the end section of pipe by means of a timber and a cable clamp, all materials being of adequate size and strength. The cable shall be held taut during the process of advancing the "box ". This procedure may be used so long as, in the opinion of the Engineer, the work is proceeding satisfactorily. The Engineer may revoke permission to use the "trench box" at any time he feels unsatisfactory or inadequate work is being performed and the Contractor shall, without appeal, immediately begin using sheeting„ bracing and shoring to maintain the allowable trench widths. Access Roads/Water and Sewer T.S.4 -7 Sebastian Municipal Airport At all times, when soil conditions permit, the bottom edge of the "trench box" shall be no lower than the springline of the pipe, so as to disturb the trench compaction when advancing the "trench box ". 5. Placing of Excavated Material - All excavated materials shall be placed where indicated by the Engineer in such a manner as not to endanger the work and so that free access will be maintained at all times to all parts of he trench and to all fire hydrants and their gate valves in the vicini1y. Such material shall be neatly piled so as to interfere as little as possible with traffic. 6. Drainage - The Contractor shall furnish sufficient pumping or other dewatering equipment and shall provide at his own expense satisfactory drainage whenever needed in trenches and other excavations during the progress of the work and its completion for inspection. Water shall not be allowed to flow over or raise upon any concrete, masonry or pipe until work has been inspected and the mortar or concrete has properly set. Unless otherwise permitted by the Engineer, the water table shall be lowered by the use of a well point system. Open trench pumping may be permitted only upon approval by the Engineer of the method of pumping and drainage to be used. If open trench pumping is approved, the water must be conveyed entirely through approved coarse material placed below the bottom of the "Foundation" hereinafter described. The depth of this coarse material shall be determined by the Contractor and approved by the Engineer. Materials and workmanship used for the well point system shall be in keeping with the approved standard practice. The well point system shall function so as to enable pipe, concrete cradle and appurtenances to be installed without interference from running or standing water at the bottom of the trench. The Engineer shall make the final decision as to the acceptability of the well point system or any part thereof. Where necessary, pea gravel or graded sand shall be used in conjunction with the well points as they are installed in insure continuous pumping in the dewatering of fine material. The cost of dewatering shall be included in the various unit prices bid for furnishing and installing force main. 7. Disposal of Water from Excavations - All water pumped or bailed from trenches or other excavations shall be conveyed in a proper manner to a suitable point of discharge by the Contractor at his own expense. The Contractor shall provide for the disposal of water removed from excavations in a manner that will not cause injury to public health, Access Roads /Water and Sewer T.S.4 -8 Sebastian Municipal Airport private or public property, any portion of the work completed or in progress, the surface of the streets, or cause any impediments to the reasonable use of the site by other Contractors. The Contractor shall be responsible for complying with all the local regulations and those of the Department of Environmental Regulation regarding pollution of waterways. Should the size of Contractor's dewatering equipment, or the quantity of disposed water, or the method of disposal require a St. Johns' River Water Mgmt. District permit, the Contractor shall obtain such permit at no additional expense to the Owner and with no additional time added to the Contract. The Contractor shall take special precautions to eliminate any odor problems resulting from the discharge of sulfide water, such as the use of submerged discharge outlets and overflow basins. 8. Preparation of Trench - Trenching as shown on the Plan details shall be standard for this project. The trenches shall be constructed by excavating to the depth indicated on the Plans. The trenches shall then be manually shaped to fit the bell and lower quadrant of the pipe barrel. Mechanical excavation shall be limited to provide an undisturbed trench bottom for the lower quadrant and bell of the pipe. Final excavation shall require hand shaping for placement of the pipe. If mechanical overcutting occurs, the pipe bedding shall consist of four (4) inches of washed and graded sand or crushed rock on undisturbed soil. C. Laving of Pipe All pipe, fittings and valves shall be installed according to AWWA Specification C600 for ductile iron pipe or AWWA M23 for P.V.C. pipe. Prior to installation, all pipe and appurtenances shall be examined for damage and defects. Under no circumstances shall defective pipe be installed. All lumps, blisters and excess coating materials shall be removed from the socket and plain ends of each pipe. While being placed in the trench, care shall be taken to prevent foreign material from entering the pipe. As each length of pipe is placed in the trench, the joint shall be assembled and the pipe brought to correct line and grade. At times when pipe laying is not in progress, the open end of the pipe shall be closed by a watertight plug. When practical, the plug shall remain in place until the trench is pumped completely dry. When it is necessary to deflect the pipe from a straight line in either the vertical or horizontal plane, or where long radius curves are permitted, the amount of deflection shall not exceed that of Table 5 and 6 in AWWA Specification C600 for ductile iron pipe or AWWA M23 for P.V.C. pipe. 1) Thrust Restraint - All valves, dead ends, tees, and bends for changes in alignment shall be appropriately restrained against pipeline thrust. All items installed in the mainline which may cause vertical or horizontal thrust forces shall require the item and appropriate length of upstream and downstream pipe to be mechanically restrained with approved Access Roads/Water and Sewer T.S.4 -9 Sebastian Municipal Airport devices. 2) Backfill a. General - Where the trench has been dewatered, backfilling must progress sufficiently before pumps are shut off to prevent flotation of pipe. Any pipe that has been displaced perceptibly from its correct position shall be removed and re -laid properly at the Contractor's expense. Backfilling shall follow pipe laying within 100 feet, unless otherwise directed by the Engineer, but shall not be performed in any case until the Engineer has approved the line for backfilling. Water shall not be added except as required to obtain Optimum Moisture Content and "flooding " or "Puddling" for compaction will not be allowed. Backfill material shall be free of roots, logs, limbs, clays, large rocks or any material or debris determined to be unsuitable by the Engineer. The Engineer may reject any material which he considers unsuitable for backfill. The compaction procedures specified herein shall be considered "minimum procedures " to prevent after - settlement and the Contractor shall reopen, refill and recompact any trenches indicating improper backfill procedures or after - settlement. All road crossings shall be backfilled immediately, made passable and maintained passable until the permanent repair is made. b. State -Owned Rights -Of -Way Under Pavements - The initial lift (stage 1) shall consist of clean, fine, select materials, not exceeding 314" in diameter under the haunches of the pipe. The material shall be placed in layers not to exceed 6 ". The initial lift shall be manually compacted to 100% of the maximum density as determined by AASHTO T -99. Subsequent lifts (stage 2) to 12" above the pipe shall be constructed as specified for stage 1, except that had operated mechanical tampers may be used. Additional lifts in stage 2, from 12" above the pipe to the top of subgrade shall be carefully backfilled with material free from organic material and stones or clumps exceeding 3- inches (2- inches in the final 6 -inch layer) in diameter, and mechanically compacted in 6 -inch layers to an average maximum density of 100% as determined by AASHTOT -99. C. All Other Areas Under Pavements - The initial lift shall consist of clean, fine, select materials, not exceeding 3l4" in diameter under the haunches of the pipe. The material shall be placed in layers not to exceed 4 ". The initial lift shall be manually compacted to 95% of the maximum density as determined by AASHTO T -180. Subsequent lifts to 12 " above the pipe shall be constructed as specified for the initial lift, except that hand operated mechanical tampers may be used. Additional lifts from 12" above the pipe to the top of subgrade shall be carefully backfilled with Access Roads/Water and Sewer T.S.4 -10 Sebastian Municipal Airport material free from organic material and stones or clumps exceeding 3- inches (2- inches in the final 6 -final layer) in diameter, and compacted in 6 -inch layers to an average maximum density of 95% as determined by AASHTO T -180. d. Areas Outside of Pavements - Backfill of all areas outside of pavements shall be constructed as specified above for "all other areas under pavements" except that the additional lifts shall be constructed as specified to the finished grade. e. Density Testing - The Contractor shall arrange to have sufficient soil tests made by an independent testing laboratory approved by the Engineer to demonstrate conformance of his work with the stability and compaction levels required by these specifications. Compaction tests shall be taken at intervals listed herein or as deemed necessary by the Engineer. All test results shall be signed and sealed by a Florida Registered Engineer, and a copy provided to the Owner and Engineer. In no case shall the Contractor proceed with construction over compacted material until the tests prove satisfactory and approval is given by the Engineer. In general, at least one test for maximum dry density /optimum moisture content shall be performed on a representative sample of each inherently different material to be used for compacted backfill or embankment fill. As a minimum, in -place density tests shall be performed at the rate of one test location per 300 lineal feet (or fraction thereof) of trench on the compacted backfill, under each drive lane at all open cut roadway crossings and at all significant changes in bedding and backfill material . Tests shall be taken in one foot lifts beginning at one foot above the pipe and ending at the final grade. Test locations shall be as directed by the Engineer or his authorized representative. If any test results are unsatisfactory, the Contractor shall re- excavate and recompact the backfill, at his expense, to the extent directed by the Engineer until the required compaction is obtained. The cost of all proctor and density tests shall be the responsibility of the Contractor and shall be included in the cost of installed and completed water main. 3) Installation of Detectable Buried Warning Tape Tape shall be tied to each valve or fitting and shall run continuously with no splices between valves or fittings. Tape shall be placed at a maximum depth of 12 inches below finished grade directly above the pipe centerline, Following placement of tape, the trench shall be backfilled with due caution to prevent displacement or damage to the tape. Access Roadsfwater and Sewer T.S.4 -11 Sebastian Municipal Airport 4) Installation of Detectable Buried Trace Wire Trace wire shall be installed on all pipe, valve and fittings, with splices, branches, connections and terminations as shown on the plans. 5) Separation Requirements Force mains shall be laid at least ten (10) feet horizontally from any water main. Force mains crossing water main shall be laid to provide a minimum vertical clearance of 18 inches below the outside of the force main. Where the water main passes under the force main or the 18 inch clearance cannot be met, the force main shall have a full pipe length of ductile iron centered on the water main. The water main pipe section shall be ductile iron pipe or it shall be encased in a minimum of 6 inches of concrete all around. D. Field uality Control 1) Hydrostatic Tests - The Contractor shall provide all necessary material and shall perform all work required in connection with the test, including temporary plugs where required. All pipe shall be tested to a hydrostatic pressure of 100 p.s.i. The required pressure as measured at the point of highest elevation shall be applied for not less than two hours, and all pipe, fittings, valves and joints shall be made water -tight if leakage is evident. No ductile iron pipe installation will be accepted unless and until the leakage is less than that as specified under Section 4.2 of the AWWA (ANSI) C600, P.V.C. pipe installations shall meet the leakage requirements of AWWA M23 as applicable. E. Adjusting and Cleaning Restoring Surfaces - The top surfaces of the backfill shall be restored to the original or planned conditions. Trenches shall be carefully examined upon the completion of backfilling and surface irregularities, that are dangerous or obstructive to traffic, are to be removed. Paved sections shall conform in grade with adjacent areas and shall be of at least equal quality. Design mixes for flexible pavement shall be subject to approval by the Engineer. All damaged or undermined areas of existing pavement, not previously removed, shall be removed and restored to original conditions or in the specified manner. Equipment shall not travel over loose rock fragments, or other hard material, lying on sections or pavement which are not to be removed. Removal, replacement and restoration of areas of pavement shall be as indicated on drawings. Access Roads/Water and Sewer T.S.4 -12 Sebastian Municipal Airport F. Connection to Existing Mains The Contractor shall make no connection to another Contractor's work unless the work has been substantially completed, accepted, and paid for by the Owner, or expressed written permission to connect to the work has been given by the other Contractor and said written permission has been forwarded to the Engineer. 4. MEASUREMENT AND PAYMENT Measurement for force main shall be determined by the number of linear feet of each size of pipe installed, in place, completed and approved. The footage shall be the horizontal distance measured along the surface of the trench from the beginning to the end of the project. The payment for all fittings in the mainline, excluding fittings required for lump sum hydrant installations, shall be based upon the number and type of fittings installed in the mainline. The unit price bid per foot under this Section shall be full compensation for providing all clearing, excavation, special foundation, backfilling, density testing, concrete encasement, thrust - blocking, and appurtenances required for the proper completion of the work herein described and as shown on the Plans. Mechanical joint restraint shall be paid on a unit price basis for each size mechanically restrained joint furnished installed and approved. Payment for fittings shall be based upon the total tonnage installed in accordance with the Drawings and Specifications. Fitting weight shall be based upon the per unit weight as identified in the approved shop drawings. No additional payment will be considered for cost incurred in the stabilization of trench bottoms which are inadequate due to the materials encountered or due to construction methods. Access Roads/Water and Sewer T.S.4 -13 Sebastian Municipal Airport SECTION S GATE VALVES 1. GENERAL A. Scope The work to be performed under this item shall include furnishing and installing gate valves as specified by the Engineer and as shown on the Plans. B. References Standards applicable in this Specification shall be: 1) American 'Water Works Association (AWWA) a. AWWA C111 -80 - Rubber - Gasket Joints for Ductile Iran and Gray - Iron Pressure Pipe and Fittings. b. AWWA C509 -87 - Resilient- Seated Gate Valves for Water and Sewerage Systems. 2) American Society of Testing and Material (ASTM) a. ASTM A126-84 - Gray -Iron Castings for Valves, Flanges and Pipe Fittings. C. Submittals 1) Shop Drawings - Prior to any fabrication or installation work, the Contractor shall furnish to the Engineer, for review and approval five M sets of shop drawings for the following items. All drawings shall be reviewed, approved and stamped by the Contractor pursuant to the provisions of the General Conditions. a. Gate Valve b. Valve Box 2. MATERIAL A. Gate Valves (Sizes 4" to 12 ") Gate valves shall be of the solid wedge type with resilient seats. Gate valves shall be mechanical jointed and meet the requirements of AWWA C509 -87. Valves shall be iron bodied, bronze mounted, utilizing "O- ring" seals. Resilient seat shall be applied to the gate and shall seal against an epoxy coated metallic surface. Access RoadslWater and Server T.S.5 -1 Sebastian Municipal Airport The stem shall be of the non -rising type, operated by a standard AWWA, 2 -inch wrench nut. All valves shall open to the left, using a counterclockwise motion. The stem shall be sealed with a dual "O- ring " system designed such that the seal above the stem collar can be replaced with the valve under pressure in the fully open position. Valves shall be rated for a 150 psi working pressure and a minimum body test pressure of 300 psi. When closed, the valve shall be drip -tight under rated pressure differential applied alternately to each side of the gate. The interior of the valve shall be epoxy lined in accordance with AWWA C550. The exterior of the valve shall receive a minimum of two, 2 mill dry film thickness, asphaltic coating. All exterior exposed bolts, studs, and nuts shall be corrosion resistant, zinc - coated in conformance with ASTM A153. B. Valve Boxes All buried valves shall have cast two or three piece valve boxes with cast iron covers. Valve boxes shall be provided with suitable heavy bonnets and extend to an elevation at or slightly above the valve bonnet. The barrel shall be one or two- piece, screw type, having 5 -114 inch shaft. Covers shall have "WATER" cast into the top for all water main. All valves shall have actuating nuts extended to within six inches of the top of valve box cover. All valve boxes shall be set in a square concrete valve box bonnet in accordance with the Drawings. 3. EXECUTION OF WORK A. Gate valves shall be installed as typical sections of the pipeline. The requirements for pipeline foundation and backfill shall be followed in all regards when installing buried service gate valves. B. Care shall be taken so that the valve box does not transmit loads directly to the valve body. Valve boxes shall be installed perpendicular and flush with the ground surface as shown on the Plans. C. All gate valves shall be mechanically restrained to the attached pipe sections. Pipe sections both upstream and downstream of each valve shall be restrained the minimum required length as that shown for a tee on the Drawings. 4. MEASUREMENT AND PAYMENT A. Measurement for gate valves shall be based upon the actual number of each size valve installed in the mainline in accordance with the Drawings and Specifications. Gate valves installed with lump sum hydrant installations shall not be included in the measurement for payment under this item. Access Roads/Water and Sewer T.S,5 -2 Sebastian Municipal Airport B. Payment shall be for the furnishings of all materials, equipment, and labor for the installation of gate valves including valve box and incidentals required for the proper completion of the work herein described and as shown on the plans. The unit price bid per "Gate Valve" shall be full compensation for the proper completion of the work herein described and as shown on the plans. Access Roads /Water and Sewer T.S.5 -3 Sebastian Municipal Airport SECTION b WATER SERVICE TUBING 1. GENERAL A. Scope The work to be performed under this item shall include furnishing and installing water service tubing as specified by the Engineer and as shown on the Plans. B. References Standards applicable in this Specification shall be: 1) American Water Works Association (AW WA) a. AWWA C901 -88 - Polyethylene (PE) Pressure Pipe and tubing, 112 in. through 3 in., for Water Service. 2) American Society of Testing and Material (ASTM) a. ASTM D2239 - Standard Specification for Polyethylene (PE) Plastic Pipe (SIDR -PR) based on Controlled Inside Diameter. b. ASTM D2737 - Standard Specification for Polyethylene (PE) Plastic Tubing. C. ASTM D2774 - Standard Recommended Practice for Underground Installation of Thermoplastic Pipe Materials. d. ASTM D3350 - Standard Specification of Polyethylene Plastic Pipe and bitting Material. C. Submittals 1) Shop Drawings - Prior to any fabrication or installation work, the Contractor shall furnish to the Engineer, for review and approval five (5) sets of shop drawings for the following items. All drawings shall be reviewed, approved and stamped by the Contractor prior to submission to the Engineer. a. Water Service Pipe b. Tube Stiffeners Access Roads/Water and Sewer T.S.6-1 Sebastian Municipal Airport 2. MATERIALS A. Polyethylene Tubing 2 Inches in Diameter and Smaller Polyethylene tubing shall be manufactured in accordance with AWWA C901- 88 of PE -3408 extrusion compound, cell classification PE334434C polyethylene plastic material as specified in ASTM D3350. Polyethylene plastic pipe shall conform to the following: a. Tubing shall have a working pressure of 200 psi at 73.4° F. b. Tubing interior surfaces shall be glass smooth, and shall be free from bumps and irregularities. Materials must be completely homogeneous and uniform in appearance. C. Tubing dimensions and tolerances shall correspond with the values listed in ASTM D2737, with a standard outside dimension ratio (DR) of 9. d. Tubing shall be fully labeled with brand name and manufacturer, NSF seal, size, type of plastic material, and ASTM designation with which the tubing complies. B. Joints Joints for plastic tubing shall be of the compression type, utilizing a totally confined grip seal and coupling nut, along with a split clamp locking device. Stainless steel tube stiffener inserts shall be used at all plastic tubing joints. C . Buried Identification Tgpe Detectable buried identification tape shall be installed for all pipe. Tape shall be 2 inches minimum width, consisting of a minimum 5 mil overall thickness with a solid aluminum foil core. Construction shall be 2 mil clear film, reverse print laminated to aluminum foil to 2 mil clear film, making the film permanently printed. Tape shall be furnished in manufacturers' standard roll length, meeting the "American Public Works Association" (APWA) color code, and shall be imprinted continuously with the following words, unless otherwise approved: "CAUTION BURIED WATER MAIN BELOW" Detectable buried warning tape shall be equal to or better than "PRO- LINE" underground utility marking tape as manufactured by Pro -Line Safety Products Co., 1099 Atlantic Drive, Unit #1, West Chicago, IL. Access Roads/Watcr and Sewer T.S.6 -2 Sebastian Municipal Airport D. Detectable Buried Trace Wire Trace wire shall be continuous #10 THHN, stranded copper wire. PVC color sheathing shall meet the color code of the "American Public Works Association" (APWA). 3. INSTALLATION A. Installation of Plastic Water Service Tubing Tubing shall be installed in accordance with ASTM D2774 standards as modified by these specifications and the Contract Drawings. Plastic tubing shall be installed with a minimum cover of 36 inches. Tubing shall be placed in trench bottoms that provide continuous support and are uniform and free from rocks, stones and other debris. The initial bedding and backfill from 3 inches below the tubing to 4 inches above the tubing shall be sand or other granular backfill not exceeding 112 inch in particle size. Care shall be exercised during backfilling compaction to ensure that sharp or heavy rocks do not come into contact with the tubing. Where possible all service taps into the mainline shall be made 30° above perpendicular to the pipe axis. Under no circumstances shall the tapping angle exceed 45° above perpendicular. Successive taps into the mainline shall be spaced a minimum 18 inches apart. All water service tubing crossing under roadways shall be installed in schedule 40 PVC casing pipe in accordance with the Drawings. Casing pipe to be installed under existing asphaltic surface courses shall be jack and bored as further specified in these Documents, or by following a pneumatically burrowed hole such as made by a "Pierce Arrow ". B. Installation of Detectable Buried Warning Tape Tape shall be tied to each valve or fitting and shall run continuously with no splices between valves or fittings. Tape shall be placed at a maximum depth of 12 inches below finished grade directly above the pipe centerline. Following placement of tape, the trench shall be backfilled with due caution to prevent displacement or damage to the tape. C. Installation of Detectable Buried Trace Wire Trace wire shall be installed on all pipe, valve and fittings, with splices, branches, connections and terminations as shown on the plans. Access Roads /Water and Sewer T.S.6 -3 Sebastian Municipal Airport 4. MEASUREMENT AND PAYMENT Payment shall be for the furnishing of all materials, equipment and labor for the installation of water service tubing and roadway crossing casing installed in trenches. Payment shall be determined by the number of linear feet of each size of water service tubing and crossing casing installed in place, completed and approved. The footage shall be the horizontal distance from the mainline centerline to the right- of-way line for water service tubing, and the roadway width plus four (4) feet for casing pipe. The unit price bid per foot under this Section shall be full compensation for providing all clearing, excavation, foundation, jacking and boring, burrowing, backfilling, and providing all appurtenances required for the proper completion of the work herein described and as shown on the plans. Access Roads/Water and Sewer T.S.6 -4 Sebastian Municipal Airport SECTION 7 MISCELLANEOUS APPURTENANCES 1. GENERAL A. All of the types of valves and appurtenances shall be products of well established reputable firms who are fully experienced and qualified in the manufacture of the particular equipment to be furnished. The equipment shall be designed, constructed and installed in accordance with the best practices and methods and shall comply with these specifications as applicable. B. All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. 2. MAINLINE AIR RELEASE VALVE TAPS A. Service saddles with fusion bonded plastic coated, ductile iron bodies having stainless steel double straps and elastomeric gasket shall be used for all taps. Corporation stops shall be brass with IPS inlet thread and compression outlet for polyethylene tubing, and shall conform to AWWA 0800. 3. CORPORATION COCKS A. Corporation cocks for connections to ductile iron or PVC piping shall be all brass or bronze suitable for 150 psi operating pressure, shall be iron pipe thread design, and similar to Mueller Co. H- 10046, or equal, and shall be of the same size water service tubing as shown and/or noted on the Drawings. 4. FLEXIBLE COUPLINGS A. Flexible couplings shall be either the split type or the sleeve type as shown on the Drawings or as further specified hereafter. 1. Split type coupling shall be used with all interior piping and with exterior piping as noted on the Drawings. The couplings shall be mechanical type for radius groove piping. The couplings shall mechanically engage and lock grooved pipe ends in a positive couple and allow for angular deflection and contraction and expansion. 2. Couplings shall consist of malleable iron, ASTM Specification A47, Grade 32510 housing clamps in two or more parts, a single chlorinated butyl composition sealing gasket with a "C" shaped cross- section and internal sealing lips projecting diagonally inward, and two or more oval track head type bolts with hexagonal heavy nuts conforming to ASTM Specification A183 and A194 to assemble the housing clamps. Bolts and nuts shall be hot dipped galvanized after fabrication. Access Roads/Water and Sewer T.S.7 -1 Sebastian Municipal Airport 3. Victaulic type couplings and fittings may be used in lieu of flanged joints. Pipes shall be radius grooved as specified for use with the Victaulic couplings. Flanged adapter connections at fittings, valves, and equipment shall be Victaulic Vic Flange Style 741, equal by GustinBacon Group, Division of Certain -Teed Products, Kansas City, Kansas, or equal. 4. Sleeve type couplings shall be used with all buried piping. The couplings shall be of steel and shall be Dresser Style 38, Smith Blair Style413, Baker Allsteel, or equal. The coupling shall be provided with hot dipped galvanized steel bolts and nuts unless indicated otherwise. 5. All couplings shall be furnished with the pipe stop removed. 6. Couplings shall be provided with gaskets of a composition suitable for exposure to the liquid within a pipe. 7. If the Contractor decides to use victaulic couplings in lieu of flanged joints, he shall be responsible for supplying supports for the joints. 5. TAPPING SLEEVES AND VALVES A. Tapping sleeves shall be long body, mechanical joint type with flanged outlet, ductile iron construction, split in two sections and designed for assembly around the main without halting service. The sleeve shall be suitable for use with the type and O.D. of pipe being tapped. B. Tapping valve ends shall be a standard flange (for bolting to the sleeve) by mechanical joint. Valves shall have oversized seat rings to permit entry of the tapping machine cutters and, except as otherwise specified, shall be similar in construction and operation to AWWA C509 resilient seated gate valves. Tapping valves and sleeves shall be cold water pressure rated at 200 psi minimum for valve sizes up to 12 inches or less and 150 psi minimum for valve size over 12 inches. Tapping sleeves and valves shall be "Mueller" or approved equal. 6. FIRE HYDRANTS A. Hydrants shall be traffic model, compression type, 5 -1 /4 inch valve, opening left, with one 4 -1/2 inch pumper nozzle and two 2 -112 inch hose nozzles (National Standards Threads). Hydrants shall have mechanical joint 6" inlet connection and National Standard pentagon operating nut. Hydrants shall be American Darling, model B -84 -B, Mueller, model A423 or Clow Medallion. Hydrants shall meet or exceed the requirements of AWWA C502. All hydrants shall be painted M -F red. Hydrants and associated gate valves shall be connected to the main using anchoring fittings, stainless steel tie rods, or other approved restraining devices. Access Roads/Water and Sewer ES.7 -2 Sebastian Municipal Airport 7. WATER METER AND BLOW -OFF BOXES Water meter and air relief boxes shall be constructed of polymer concrete and fiberglass and shall have a compressive strength of 11,000 psi. The boxes shall meet the traffic loading requirements of ASSHTO H -10. The boxes shall be to the minimum dimensions as called for on the plans. The meter boxes shall be as manufactured by CDR Systems Corporation, Ormond Beach, Florida. 8. MEASUREMENT AND PAYMENT The measurement of miscellaneous appurtenances shall be the total number of appurtenances used in the installation of other lump sum items, i.e.. water services, blow -offs, complete hydrant installations, etc. Payment for all miscellaneous appurtenances included in this Section shall be full compensation for providing, installing, and testing of the appurtenant items. Payment for all appurtenant items shall be included in the cost of lump sum unit prices for which the appurtenant item is included. Access Roads/Water and Sewer T.S.7 -3 Sebastian Municipal Airport SECTION 8 DIRECTIONAL BORE CROSSINGS "_ &1lt 4" 0 A. Seo�e The work to be performed under this item shall include the furnishing of all H.D.P.E. pipe and fittings for the job, equipment and labor required for the joining and installation of the pipe as herein described and as shown on the Plans. The Contractor shall perform all pipe work, directional drilling, backpulling and related work required for the construction of the directional bore in accordance with the provisions set forth under the applicable items of this Section. B. References Standards applicable in this Specification shall be: American Society of Testing and Materials (ASTM) a) ASTM D 2657 — Practice for Heat - Joining of Polyolefin Pipe and Fittings b) ASTM D 3261 — Standard Specification for Butt Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing c) ASTM D 3350 — Standard Specification for Polyethylene Plastics Pipe and Fittings Material d) ASTM F 714 — Standard Specification for Polyethylene (PE) Plastic Pipe (SDR -PR) Based on Outside Diameter e) ASTM F 1962 — Use of Maxi - Horizontal Directional Drilling for Placement of Polyethylene Pipe or Conduit Under Obstacles, Including River Crossings 2. Plastics Pipe Institute a) Plastic Pipe Institute Technical Report TR — 3, Policies and Procedures for Developing Recommended Hydrostatic Design Stresses for Thermo- plastic Pipe Materials b) Plastic Pipe Institute, TR -31, "Underground Installation of Polyolefin Pipe c) Plastics Pipe Institute, Handbook of Polyethylene Pipe, Chapter on Polyethylene Joining Procedures, Washington, DC. 3. American Association of State Highway and Transportation Officials a) AASHTO T -180 Density Relations of Soils using a 10 lb. Rammer and an 18 -inch drop Access Roads /Water and Sewer T.S. S -1 Sebastian Municipal Airport 4 American Water Works Association (AWWA) a) AWWA C906 — Polyethylene (PE) Pressure Pipe and Fittings, 4 in. through 63 in., for water distribution C. Submittals Shop Drawings — Prior to any fabrication or installation work, the Contractor shall furnish to the Engineer, for review and approval five (5) sets of shop drawings for the following items. a) Material specifications for all pipe, fittings, joints method and miscellaneous appurtenances. D. Certification The pipe manufacturer shall provide a certification, signed and sealed by a professional engineer registered in the state of pipe manufacturing, that the material used to manufacture the pipe provided to the job site meets the material requirements of this Specification. 2. MATERIALS A. High Density olyethylene Pipe Pipe shall be new, unused, sections of polyethylene pipe having a nominal density of 0.955. The polyethylene resin used to manufacture the pipe shall have a "Plastic Pipe Institute" material designation of PE 3408, with an ASTM D3350 cell classification of 345440. The pipe shall be black in color, containing approximately 2 percent U.V. stabilizer. Pipe shall be extruded to the wall thickness described in AWWA C906 for DR11. Pipe outside dimensions shall meet that of ductile iron pipe size (D.I.P.S.). Pipe shall be provided in nominal 40 foot long sections. During the extrusion process, the HDPE pipe shall be continuously marked with durable printing including the following information: 1. Nominal Size (O.D. Base) 2. Dimension Ratio (for wail thickness) 3. Manufacturer Name and Product Series 4. Cell Class 5. ASTM Basis 6. Pipe Test Category 7. Plant Identification 8. Production Date 9. Operator Number (Shift Letter optional) 10. Resin Supplier Code Access Roads/Water and Sewer T.S. S - 2 Sebastian Municipal Airport Additionally, the pipe shall be extruded with colored stripes located at minimum 120° quadrants, running the length of each pipe section, blue for water and green for wastewater. B. Fittings HDPE fittings shall be in accordance with ASTM D 3261 and shall be manufactured by injection molding, a combination of extrusion and machining, or fabricated from HDPE pipe conforming to this specification. The fittings shall be designed for a working pressure of 160 psi. The fittings shall be manufactured from the same resin type and cell classification as the pipe itself. The fittings shall be homogeneous throughout and free from cracks, holes, foreign inclusions, voids, or other injurious defects. All fittings shall be constructed to have a D.R. 11 sidewall thickness. C. Joints Sections of polyethylene pipe shall be joined in the field by the butt fusion process into one continuous lengths at the job site. The joining method shall be the heat fusion method and shall be performed in strict accordance with the pipe manufacturer's recommendations. The heat fusion equipment used in the joining procedures should be capable of meeting all conditions recommended by the pipe manufacturer. 3. EXECUTION OF WORK Installation of the directional bored pipeline shall be conducted using "medi" — HDD or ` °mini" — HDD equipment of intermediate size and capabilities. The installation guidelines and practices governing this installation shall follow applicable sections of the "maxi" — HDD directional drilling practices, as outlined in ASTM F1962. A. Preparation 1. Clearing — The Contractor shall perform all clearing necessary, where applicable for the proper installation of the pipe at the locations shown on the drawings. Plantings, shrubbery, trees, utility poles or structures subject to damage resulting from the excavation shall be transplanted, relocated, braced, shored or otherwise protected and preserved unless otherwise directed by the Engineer. 2. Delivery and Receiving Pipe — The pipe shall be delivered no more than 5 working days prior to joining and installation. Pipe and fittings may be stored in the right -of -way, adjacent to the boring path. Appropriate unloading and handling equipment of adequate capacity must be used to unload the truck. Safe handling and operating procedures must be observed. Pipe and fittings must not be rolled or pushed off the truck. Access Roads/Water and Sewer T.S. 8 - 3 Sebastian Municipal Airport When using a forklift, or forklift attachments on equipment such as articulated loaders or bucket loaders, lining capacity must be adequate at the load center on the forks. Forklift equipment must be rated for the maximum lifting capacity at a distance from the back of the forks. Lifting equipment such as cranes, extension boom cranes, and side boom tractors, should be hooked to wide web choker slings that are secured around the load. Only wide web slings should be used. Wire rope slings and chains can damage components and shall not be used. Spreader bars shall be used when lifting pipe longer than 20'. Individual pipes may be stacked in rows. Pipes shall be laid straight, not crossing over or entangled with each other. The base row must be blocked to prevent sideways movement or shifting. The pipe sections shall be stacked no higher than 2 rows. B. Joining Pipe and Stub -End 1. Joining shall be accomplished using a hydraulically operated, microprocessor controlled heat fusing machine, specifically designed to handle the specified pipe O.D. The operator shall have had a minimum 3 years experience in the process of operating H.D.P.E. butt - fusion machines capable of joining at least 18 -inch diameter pipe. 2. Joining shall generally follow these procedures: a) Securing Each component that is to be fused must be held in position so that it will not move unless it is moved by a clamping device. b) Face The component ends musts be faced to establish clean, parallel mating surfaces. The equipment shall incorporate a rotating planer block in its facer to accomplish this goal. Facing shall be continued until a minimal distance exists between the fixed and movable jaws of the machine and the facer is locked firmly and squarely between the jaws. This operation shall provide for a perfectly square face, perpendicular to the pipe centerline on each component end and with no detectable gap. c) Alignmen t The pipe profiles must be rounded and aligned with each other to minimize mismatch (high -low) of the pipe walls. This shall be accomplished by adjusting the clamping jaws until the outside diameters of the pipe ends match. The jaws must not be loosened or the pipe may slip during fusion. Access Roads/Water and Sewer T.S. 8 - 4 Sebastian Municipal Airport d) Melting Ends of the components shall be heated to the pipe manufacturer's recommended temperature, interface pressure, and time duration. By doing so, the heat will penetrate into the pipe ends and a molten "bead" of material will form at the pipe ends. Heating tools which simultaneously heat both pipe ends shall be used to accomplish this operation. These heating tools shall be furnished with thermocouples to measure internal heater temperature so that the operator can monitor the temperature before each joint is made. The heater faces which come into contact with the pipe shall be coated by the manufacturer to prevent molten plastic from sticking to the heater faces. e) Joining After the pipe ends have been heated for the proper time and to the proper temperature, the heater tool shall be removed and the molten pipe ends shall be brought together with sufficient pressure to properly mix the pipe materials and form a homogeneous joint. The pipe manufacturer's instructions may specify either interface pressure or bead size of molten material as a guide for a proper joint. f) Holding The molten joint must be held immobile under pressure until cooled adequately to develop strength. The proper cooling times for the joint are material, pipe - diameter, and wall - thickness dependent and shall be as recommended by the pipe manufacturer. C. Stringing of Pipe The Contractor shall have appropriate rollers and a winch/cable system adequately sized to pull the joined pipe sections from the right -of -way to the point of pull -back. D. Directional Boring Boring of the pipeline hole shall follow applicable sections of the recommended standards of ASTM F 1962 "Use of Maxi - Horizontal Directional Drilling for Placement of P.E. Pipe or Conduit Under Obstacles, Including River Crossings ". The Contractor shall have adequately size boring/pullback equipment and a properly trained crew with classroom and field experienced personnel manning the primary job positions. 1. Machine Size & Capability — The size and capacity of the drilling equipment must be compatible with the thrust and torque required to perform the drilling, reaming, and pipe pullback operations. The estimated forces applied to the pipe may be considered a minimum equipment requirement. The equipment should be capable of applying a minimum 21,000 lb. pullback force. Access Roads /Water and Sewer T.S. 8 - 5 Sebastian Municipal Airport 2. Drill Unit Positioning — The drill rig unit shall be positioned within the right - of -way to provide the desired bore route and pipe depth. Proper equipment anchoring is especially important for the existing sandy soils. 3. Boring and Drill Rods — The drill rods should be as least as strong as the equipment capability. The drill rod capabilities shall also be compatible with the planned bore route with respect to cumulative fatigue stresses. Proper care and handling of the drill rods is important to avoid breakage during boring or back reaming. Proper torque should initially be applied to the drill rods as they are added at the bore entry to avoid potential loosening of the rods and loss of connection in the ground. 4. Drilling Fluid Usage — Drilling fluid shall be used to provide lubrication during the pilot boring, reaming and pullback operations to reduce the required torque and thrust of pullback loads. In addition, the drilling fluid shall stabilize the bore hole, cool the drill head (and internal circuitry), and remove cuttings and spoils. The crew must be trained in the proper use of drilling fluids and the appropriate types for various ground conditions. The Engineer shall be notified if excessive drilling fluid pressures or volumes are noticed. 5. Location and Tracking — In order to maintain the actual bore along the planned path, the pilot bore must be carefully tracked, and path confirmation established at least once each 20 ft interval. For paths with horizontal or vertical turns, or in critical areas including the vicinity of other obstacles, shorter intervals of 10 ft shall be used. Any misdirection of the drill head shall be corrected immediately. 6. Back Reaming — Back reaming shall be performed to produce a hole size sufficiently large to readily install the pipe. Appropriate cutters and compactors compatible with the soil conditions shall be employed including proper usage of drilling fluid. Pre - reaming of the pilot hole should be planned for this project. The pre - reaming shall allow the bore hole to be created in stages, reducing the required torque and thrust loads at the machine. The pre - reaming operation shall help ensure that the capability of the machine is not exceeded due to the combined forces due to increasing the hole diameter and pulling the pipe. In addition, pre - reaming shall reduce the possibility of voids or surface heaving or settlement, including unanticipated drilling fluid appearances. Hole diameter increments should be restricted to approximately 10- inches or less during a single pass. The final hole diameter shall be 20% but in no case larger than 50% greater than the outer diameter of the pipe to provide clearance for pipe grips, allow spoils flow, and reduce the required loads during the pipe pullback operation. During pre- reaming, additional drill roads must be available at the pilot bore exit which are connected to a swivel at the rear of the reamer and pulled into the hole to maintain the path. Access Roads/Water and Sewer T.S. 8 - 6 Sebastian Municipal Airport E. Pipe Pullback 1. Gripping of Pipe — Basket -type or internal only grips will not be allowed. The gripping method selected must allow the full tensile rating of the pipe to be developed. Appropriate types may include an internal /external clamping or bolting device, or a fused PE pipe adapter with a built -in pulling eye. In the latter case, a smaller diameter section of the adapter may serve as a breakaway link protecting the main section of pipe. 2. Swivel — A swivel is required between the reamer or compactor preceding the pipe to prevent the transmission of torsional loads to the pipe. The rating of the swivel should be larger than the lower of the pull force capability of the drill rig or the total strengths of the pipe to be installed, but not excessively greater. Inefficiencies in overly large swivels may result in relatively significant twist transmitted to small pipes. 3. Breakaway Link — In general, the recorded pulling forces as indicated at the drill rig will exceed the tensions experienced by the pipe or conduit throughout most of the pullback process. It is recommended that individual breakaway links be provided between the main swivel and the grip at the pipe, to ensure that the pipelines are installed within allowable load levels. Broken links will require removal of the pipe from the entry end. The allowable tensile load on a homogenous section of the proposed pipe is in excess of 190,000 lb. However, allowing a 2:1 safety factor, the Contractor shall immediately notify the Engineer should the pullback force exceed 95,000 lb. If a breakaway swivel is used as the breakaway link, and not specifically designed for direct exposure with soil, this item should be cleaned well after each application. The use of such a breakaway swivel does not eliminate the need for the main swivel described earlier. 4. Handling the Pipe — Extreme care must be exercised when handling the pipe to ensure that it is not subject to excessively sharp bends which may cause a kink or other damage to the pipe. Particular areas of concern typically include the pipe entry and exit points. It is important to minimize bending of the pipe as it enters the bore hole, and to ensure low friction on the portion of the pipe outside the hole.. This may be accomplished by the use of appropriate lifting equipment and roller stands to reduce friction. Due to the potentially high tensile load at the pipe exit, it is especially important to avoid sharp bends at this point. F. As -Built Drawings and Information A record of the actual as -built bore path, including plan and profile views and vertical and horizontal deviations, indicating the relation to the planned path, must be submitted to the Engineer. Any information obtained during the initial bore Access Roads/Water and Sewer T.S. 8 - 7 Sebastian Municipal Airport regarding soil characteristics, etc. should be added. The experiences gained during the initial bore may be used to provide guidance for the backreaming operating, as well as for subsequent operations in the project area. Additional information should also be included, such as steering or correction commands, drilling fluid usage, and the type of drill head being used. Regarding the reaming and pullback operations, the pipe insertion velocity, duration, type and size of reamers (cutters or compactors), final bore hole size, drilling fluid usage, and required pullback forces should be recorded. G. Comoletion and Cleanup 1. Pipe Cut -Off and Cleanup — The pipe shall be allowed to achieve mechanical and thermal equilibrium with its surroundings prior to cutting at either end. Premature cutting of the pipe may allow the ends to shrink back into the hole. The pipe may be cut after it has been verified that there has been insignificant movement at the pipe entry end and negligible residual tensile load at the drill rig end. If the bore ends are to remain in place for more than 48 hours prior to final connection and burial, the pipe ends shall be cut off 2 feet below grade, and an appropriate plug shall be installed after thorough cleaning of the pipeline. Once installed, the plug shall be backfilled and compacted to the original pre - existing grade. A stake shall be placed in the ground adjacent to the pipe ends to indicate their location. 2. Pipe Cleaning — The Contractor shall utilize a hydraulic cleaning and vactor truck to remove all cuttings and drilling fluid from the pipe. 3. Site Cleanup — After inspection and approval by the Owner or his representative, the surface area disturbed by construction of this project must be restored to its original condition. The site must be cleaned of equipment, tools, and spoils. All drilling fluid must be cleaned from the site or its vicinity and properly disposed of. 4. Disposal — Pipe cuttings shall be disposed of by the Contractor at a solid waste disposal site or other approved disposal area. Soil cuttings and drillings fluids shall be disposed of by the Contractor at the Owner's off -site property, located approximately 8 miles (round trip) from the pipe exit location. 4. MEASUREMENT AND PAYMENT Measurement for providing all materials and for performing all work shall be within the lump sum stationing limits as shown on the Drawings, and for all surface areas surrounding_ the lump sum limits which are disturbed by construction of the directional bore. Payment shall be for the furnishing of all materials, equipment and labor for installation of the directional bored water mains as shown within the lump sum limits on the Drawings, including all site preparation, positive location of existing utilities and structures, Access Roads/Water and Sewer T.S. 8 - 8 Sebastian Municipal Airport environmental controls, pipe joining and stringing, boring, back pulling, disposal of cuttings, restoration, testing and all appurtenant construction for the proper completion of the work herein described and as shown on the Drawings. The prices shall be as bid under the heading of "Directional Bore Crossings ". Access Roads/Water and Sewer T.S. 8 - 9 Sebastian Municipal Airport 4011 to) M-1.1 TESTING AND DISINFECTING WATER MAINS 1. PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING A. The new water system shall remain disconnected from existing water lines except for the temporary jumper connection. All water used to fill and test the new water system shall be obtained through the temporary jumper connection. Flushing shall be accomplished through the new connection only under direction by the Utility Authority and only after installation of upstream and downstream pressure gauges. B. The pressure required for the field hydrostatic pressure test shall be 50 percent above the normal working pressure but not less than 150 psi. The Contractor shall provide temporary plugs and blocking necessary to maintain the required test pressure. Corporation cocks at least 314- inches in diameter, pipe riser and angle globe valves shall be provided at each pipe dead -end in order to bleed air from the line. Duration of pressure test shall be at least 2 hours. The cost of these items shall be included as a part of testing. C. The leakage test shall be conducted concurrently with the hydrostatic pressure test and shall be of not less than 2 hours duration. All leaks evident at the surface shall be repaired and leakage eliminated regardless of total leakage as shown by test. Lines, which fail to meet tests, shall be repaired and retested as necessary until test requirements are complied with. Defective materials, pipes, valves and accessories shall be removed and replaced. The pipe section to be tested shall be between valves or in such sections as may be directed by the Engineer by shutting valves or installing temporary plugs as required. In no case shall the section of line to be hydrostatically tested exceed 2000 feet in length. The line shall be filled with water and all air removed and the test pressure shall be maintained in the pipe for the entire test period by means of a force pump to be furnished by the Contractor. Accurate means shall be provided for measuring the water required to maintain this pressure. The amount of water required is a measure of the leakage. D. Hydrostatic pressure and leakage tests for ductile iron pipe shall conform with Section 4 of AWWA C -600 Specification with the exception that the Contractor shall furnish all gauges, meters, pressure pumps and other equipment needed to test the line. Engineer shall be present during all testing, and final inspections. P.V.C. pipe shall be tested in accordance with the applicable sections of AWWA M23. No hydrostatic testing against existing system valves shall be allowed until the section to be tested has been bacteriologically cleared. E. The Contractor must submit his plan for testing to the Engineer for review at least five (5) working days before starting the test. The Contractor shall remove and adequately dispose of all blocking material and equipment after completion and acceptance of the field hydrostatic test, unless otherwise directed by the Engineer. The Contractor shall repair any damage to the pipe coating. Lines shall be totally free and clean prior to final acceptance. Access Roads/Water and Sewer T.S.9 -1 Sebastian Municipal airport F. The new water system shall remain disconnected (connecting valve to be locked in the closed position) from existing water lines except for the temporary jumper connection. All water used to fill and test the new water system shall be obtained through the temporary jumper connection. Flushing shall only be conducted in accordance with the plans. G. The Engineer or the Engineer's representative must be present during testing. 2. DISINFECTING POTABLE WATER PIPELINES A. UNDER NO CIRCUMSTANCES SHALL THE MAINLINE BE BACTERIOLOGICALLY TESTED PRIOR TO THE ENGINEER HAVING RECEIVED AND APPROVED THE PROJECT "AS- BUILTS" FROM THE CONTRACTOR. B. Before pressure testing against existing water system valves, or before being placed into service, all potable water pipelines shall be chlorinated in accordance with the latest edition of AWWA C -651, "Standard Procedure for Disinfecting Water Mains." The Engineer shall approve the procedure. The location of the chlorination and sampling points will be as shown on the Drawings. Taps for chlorination and sampling shall be uncovered and backfilled by the Contractor as required. C. The general procedure for chlorination shall be first to flush all dirty or discolored water from the lines, and then introduce chlorine in approved dosages in accordance with Table 9 -1 through a tap at one end, while water is being withdrawn at the other end of the line. The chlorine solution shall remain in the pipeline for no less than 24 hours. D. Following the chlorination period, all treated water shall be flushed from the lines at their extremities and replaced with water from the distribution system. Bacteriological sampling and analysis of the replacement water shall then be made in the presence of the Engineer in full accordance with the AWWA Standard C -651. The Contractor will be required to re- chlorinate, if necessary. The line shall not be placed in service until the requirements of the State and County Public Health Department are met. E. The Contractor shall make all arrangements necessary with an independent commercial laboratory approved by the Department of Health and Rehabilitative Service (HRS) for the collection and examination of samples of water from disinfected water mains. These samples shall be examined for compliance with HRS requirements. Sampling shall be made daily and continuously until two successive examinations are found satisfactory. Should three examinations be found unsatisfactory, the line shall be flushed and disinfected again. Certified copies of all laboratory analyses shall be provided to the Owner and Engineer. The cost of all sampling, flushing, and disinfecting shall be included in the contract price and no additional charge shall be made to the Owner for this work. County personnel shall operate all valves and be present to determine volume of water used for flushing. Access Roads/Water and Sewer T.S.9 -2 Sebastian Municipal airport Table 9 -1 Chlorine Required to Produce 25 -m 1 Concentration in I OOft. of Pipe by Diameter Pipe Diameter In. 100 - Percent Chlorine Lb. I - Percent Chlorine Solution Gal. 4 0.013 0.16 6 0.030 0.36 8 0.054 0.65 10 0.085 1.02 12 0.120 1.44 16 0217 2.60 Access Roads/Water and Sewer T.S.9 -3 Sebastian Municipal airport SECTION 10 TESTING FORCE MAINS 1. SCOPE A. This Section describes the procedural, material, and acceptance requirements for cleaning and testing of the mainlines with regard to quality, alignment, tightness, and overall integrity of the installed system. 2. GENERAL A. The Contractor shall furnish all labor, materials, transportation, pumps, gauges, and equipment necessary to flush and test the installed pipe system as required by these Specifications. B. The Contractor shall provide and install all temporary connections, corporation stops, blowoffs, and the like required for flushing and testing, and upon completion of satisfactory tests, shall remove same and install appropriate plugging/capping devices or permanent connections as required. C. The Contractor shall notify the Owner and Engineer at least 48 hours in advance of all acceptance testing to be performed. No testing for acceptance of the work shall begin until the Owner and Engineer or his authorized representative are present. D. No interconnection shall be made between the new work and an existing active pipe system, except that necessary and approved by the Owner for testing, until the work is approved for use by the Engineer and until all approvals and clearances required by applicable construction permits for use of the work are issued by the permitting agency. E. At least 3 business days prior to conducting each item of work under this Section, the Contractor shall submit to the Engineer for approval a description of the specific equipment, materials, and procedures to be used, plus identification of proposed water source(s), to be used for this particular work item. 3. FLUSHING A. Upon completion of each run of pipe between main valves or between a main valve and a terminal point, the pipe run shall be flushed with clean water at a minimum full diameter velocity of 2.5 ft. /sec. in order to remove sand, debris, and other foreign materials prior to pressure testing. B. The pipe run to be flushed shall be slowly filled with clean water with all valves open to allow escape of air pockets. High points in the pipe shall be vented with air release valves. When the system is full and prior to flushing, all valves shall be fully closed. Access Roads/Water and Sewer T.S. ] 0 -I Sebastian Municipal Airport C. Flushing shall continue until a minimum water volume of two times the aggregate pipe volume has passed through the pipe section being cleaned. The aggregate pipe volume shall include all pipe carrying flushing water from the point of introduction to the work to the point(s) of discharge from the run being cleaned. D. For nominal pipe sizes of 6 inches and smaller, the pipe shall be flushed through a discharge extension of at least the full pipe diameter. For nominal pipe sizes greater than 6 inches, a 6 inch diameter discharge extension pipe, connected to the work with reducer(s), may be used in lieu of a full diameter blowoff. E. Flushing water shall be carried beyond the trench and shall be discharged in a manner that will not cause erosion nor structural damage on or off -site, and will not cause contravention of State water quality standards in receiving surface waters. The Contractor shall provide adequate extension pipe, sedimentation basin(s), and/or diffusion devices as necessary to prevent such damage. 4. HYDROSTATIC LEAKAGE AND PRESSURE TESTING A. Hydrostatic pressure and leakage tests for ductile iron pipe shall conform with Section 4 of AWWA C -600 Specification with the exception that the Contractor shall furnish all gauges, meters, pressure pumps and other equipment needed to test the line. P.V.C. pipe shall be tested in accordance with the applicable sections of AWWA M23. Upon completion of flushing, the installed pipe system shall be tested for tightness under a continuous hydrostatic gauge pressure of 25 psi and then 100 or 150 psi as applicable, + 5 psi as applicable, determined at the lowest point in the system, for a period of 2 hours. The allowable leakage rate shall not exceed that defined in and specified by AWWA C600 -82 or AWWA M23. B. If the work is subject to acceptance by a municipal or private utility with its own adopted test requirements more stringent than those stated herein with regard to pressure, duration, and/or allowable leakage rate, such requirements shall supersede these specifications. C. Testing shall be performed separately on each valved -off section of the installed system. Testing shall be against closed in -line valves with each valve in the system subject to the full test pressure differential for full test time at least once during the course of testing. D. Allowable leakage shall be calculated based on the pipe diameter(s) and total laid length of the run being tested, with no additional allowance for fittings, or joints. No visible leakage shall be allowed. If visible leakage is noted during the course of testing, or if allowable leakage is exceeded, such leakage shall be repaired to the satisfaction of the Engineer and the test repeated or extended for an additional period up to the full test time with suitable adjustment for previous make -up water used, at the Engineer's discretion. Access Roads[Water and Sewer T.S. 10-2 Sebastian Municipal Airport E. The pumping/pressurizing and make -up water measuring equipment shall be provided by the Contractor and approved by the Engineer prior to testing. The pressurizing equipment shall be designed and operated in a manner that will minimize pressure surging and pulsing within the pipe. F. The Contractor shall provide and install a temporary valved tap with a 1 /4" FPT connection to receive the pressure gauge in each pipe run to be tested. Upon satisfactory completion of testing, the Contractor shall remove and plug the pipe. G. In preparation for testing, the pipe shall be slowly filled with clean water from an approved source, taking care to purge all air pockets. Water remaining in the pipe system after flushing may be used and supplemented as necessary with prior approval by the Engineer, and clean test water may be reused for sequential testing of pipe segments. H. In conducting the test, water shall be pumped into the full pipe until test pressure is attained, and make -up water shall be added as soon as the pressure drops to 5 psi below test pressure. All make -up water shall be accurately measured, and the total test leakage shall be defined as the volume of make -up water added. I. Should the tested section fail to meet these requirements, the Contractor shall, at his own expense, locate and repair the defects and retest the section until it is acceptable. J. Immediately upon completion of a passing pressure test, all valves shall be operated to insure their full opening and closing. Access Roads/Water and Sewer T.S. 10 -3 Sebastian Municipal Airport SECTION 11 SITE CLEANUP 1. SCOPE A. The Contractor shall furnish all plant, labor, equipment, appliances and materials required or necessary to clean up the site after the construction is completed and to restore items disturbed or damaged due to his construction operation. 2. GENERAL A. During the progress of the project, the work and the adjacent areas affected thereby shall be kept in a neat and orderly condition. All rubbish, surplus materials, and unused construction equipment shall be removed. All damage shall be repaired so that the public and private property owners will be inconvenienced as little as possible. B. Where material or debris has been deposited in watercourses, ditches, gutters, drains, or catch - basins as a result of the Contractor's operations, such material or debris shall be entirely removed and satisfactorily disposed of during the progress of the work, and the ditches, channels, drains, etc., shall be kept clean. C. Before the completion of the project, the Contractor shall, unless otherwise especially directed or permitted in writing, tear down and remove all temporary buildings and structures which he builds; remove all temporary works, tools, and machinery or other construction equipment furnished by him; remove, acceptably disinfect, and cover all organic matter and material containing organic matter in, under, and around privies, houses, and other buildings used by him; remove all rubbish from any grounds which he has occupied; and leave the roads, all parts of the premises and adjacent property affected by his operations, in a neat and satisfactory condition. D. It shall be the responsibility of the Contractor to repair, rebuild, or restore to its former conditions, any and all portions of existing utilities, structures, equipment, appurtenances, trees and shrubs, or facilities, other than those to be paid for under the specifications, which may be disturbed or damaged due to his construction operations. E. The Contractor shall thoroughly clean all materials and equipment installed by him and his subcontractors and on completion of the work shall deliver the facilities undamaged and in fresh and new - appearing condition. 3. PAYMENT Payment for site cleanup shall be included in the unit prices paid for linear foot of water or force mains. Failure to perform site cleanup shall be grounds for refusal to approve payments in accordance with the Contract General Conditions. Access Roads/Water and Sewer T.S.I1 -1 Sebastian Municipal Airport SECTION 12 SURFACE RESTORATION 1, GENERAL A. Scope 1) The work to be performed under this item shall include the selling and delivering and the completing of surface restoration as specified herein. This item does not include final asphaltic concrete surface course, pavement marking, sodding or seeding and mulching, sidewalk, or curb restoration. Final surface restoration shall follow completion of acceptable testing results within 14 calendar days. However, in no case shall the area of construction be allowed to remain unrestored more than 30 days after clearing for nipeline installation, or for more than 2000 linear feet of area disturbed by construction, whichever is less. B. References 1) Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1991 Edition. a. FDOT Section 320 - Hot Bituminous Mixtures - Plant, Methods and Equipment. b. FDOT Section 332 - Type R Asphaltic Concrete. C. FDOT Section 912 - Sand -Clay Base Material d. FDOT Section 913 - Shell Material e. FDOT Section 915 - Cemented Coquina Shell Material 2) American Association of State Highway and Transportation Officials (AASHTO) a. AASHTO T -180 - Test for Moisture - Density Relations of Soils using a 10 lb. Rammer and an 18 -inch Drop.. 2. MATERIALS A. Base Course for Paved Surfaces 1) The base course shall consist of locally occurring, naturally deposited, dredged coquina shell conforming to Section 915.3 of F.D.O.T. "Standard Specifications for Road and Bridge Construction", 1982 Edition. Access Roads/Water and Sewer T.S. 12 -1 Sebastian Municipal Airport B. Primer 1) Primer shall be hot bituminous RC -70 material. Alternate primers shall be acceptable only with prior approval of the Engineer. C. Temporary Surface Course 1) The temporary surface course shall be Type II asphaltic concrete in accordance with all applicable requirements of Sections 320 and 332 of FDOT "Standard Specifications for Road and Bridge Construction ", 1982 Edition. D. Base Course for Unpaved Roadways 1) Replacement base course for unpaved roadways shall consist of sand - clay -shell material meeting the approval of Indian River County Public Works Department. The material shall be a mixture of sand -clay material meeting the requirements of F.D.O.T. Section 912 and shell material meeting the requirements of F.D.O.T. Section 913. The mixture shall be approximately 50 percent of each material. E. Grass, Shrubbery, Trees, Etc. 1) All planted vegetation which is removed, damaged or destroyed by project construction shall be replaced by like kind and in the same manner. Sodding, seeding and mulching shall be conducted in accordance with Section 11. 3. EXECUTION OF WORK A. Non State -Owned Public Pavement and Unpaved Base Courses 1) Base Course - The base course shall be constructed to the details shown on the Plans at the Engineer's direction. Any variance from the Plan details shall not be allowed without the prior written consent of the Engineer. The base material shall be transported to the point where it is to be used, over rock previously placed, if practicable, and dumped on the end of the preceding spread. In no case shall rock be dumped directly on the subgrade. The lime rock shall be spread uniformly with equipment approved by the Engineer. All segregated areas of fine or coarse rock shall be removed and replaced with well graded rock. The equipment to be used shall include a self propelled blade grader weighing not less than 3 tons, with wheel base not less than 15 feet and blade length not less than 10 feet; scarifiers shall have teeth spaced not to exceed 4 -112- inches apart; at least one three -wheel roller weighing not less than 10 tons; provision for furnishing water at the site of work by tank truck or hose at a rate not less than 50 gallons per minute. Alternate equipment Access Roads/Water and Sewer TS, 12 -2 Sebastian Municipal Airport approved by the Engineer may be used where narrow widths preclude use of larger equipment. After spreading is completed, the entire surface shall be scarified and shaped so as to produce the exact grade and cross section after compaction. The full depth of base shall be compacted to a density of 98% (minimum each test) of maximum density as determined by AASHT© T -180 (Modified Proctor). The finished surface of rock base shall be true to the required cross section throughout. Any irregularities in the surface greater than 1 /4- inch, as determined by placing a 10 foot straightedge parallel or perpendicular with the centerline, shall be corrected by scarifying to a depth of 3 1/2 inches, removing or adding rock as may be required and again watering, rolling and compacting the scarified area. a. Density Testing - The contractor shall arrange to have sufficient thickness and compaction tests made by an independent testing laboratory approved by the Engineer to demonstrate conformance of his work with the stability and compaction levels required by these specifications. Thickness and compaction tests shall be taken at intervals listed herein or as deemed necessary by the Engineer. In no case shall the Contractor proceed with construction over compacted material until the tests prove satisfactory and approval is given by the Engineer. In general, at least one test for maximum dry density /optimum moisture content shall be performed on a representative sample of each inherently different material to be used for compacted base material. As a minimum, in -place density tests shall be performed at the rate of one test location per 300 lineal feet (or fraction thereof) of trench on the compacted base and under each drive lane at all roadway crossings. Test shall be taken in 6 inch lifts beginning at the bottom of the base and ending at the final grade. Test locations shall be as directed by the Engineer or his authorized representative. If any test results are unsatisfactory, the Contractor shall re- excavate and re- compact the base, at his expense, to the extent directed by the Engineer until the required compaction is obtained. The cost of all proctor and density tests shall be the responsibility of the Contractor and shall be included in the cost of installed and completed water main. 2) Primin - Before any bituminous material is applied, all loose material, dust, dirt and other foreign material which might prevent proper bond shall be removed from the base for the full width of application. The surface to be primed shall have the glazed finish removed by "hard- planing" prior to the application. Access Roads /Water and sewer T.S. 12 -3 Sebastian Municipal Airport The bituminous material to be used shall be RC -70 or other material approved by the Engineer. The temperature of the material shall be between 100 degrees F and 150 degrees F, the exact temperature being such as will insure uniform distribution. The surface to be primed shall be clean and dry. No bituminous material shall be applied when the temperature of the air is less than 60 degrees F in the shade, or when, in the opinion of the Engineer, the weather conditions or the condition of the existing surface is unsuitable. The rate of application shall not be less than 0.10 gal. per square yard, and shall be sufficient to coat the surface thoroughly and uniformly without having any excess to puddle or flow off the base. Application shall be by self - propelled pressure distributor, operating under a pressure not less than 20 lbs. per square inch. The prime shall be allowed to stand, without sanding, for a period of at least 4 hours. A uniform application of clean sand shall be applied prior to opening the primed base to traffic, in which case the sand shall be rolled with a traffic roller in conjunction with traffic to cure the prime coat. The sand to be used shall be free of silt, rock, particles, sticks, trash, vegetation, or other deleterious material. 3) Temporary Asphaltic Surface Course - If Contractor is not prepared to place a final asphaltic surface restoration course within 24 hours after backfilling, a temporary asphaltic surface course shall be applied. After the prime coat has had adequate time to cure, and prior to the installation of a temporary surface course, the Contractor shall clean the prepared base of all loose sand and other deleterious materials. If, in the opinion of the Engineer, the prepared surface is unsuitable to receive the temporary surface course without tacking, a tack coat shall be applied in accordance with Paragraph 22 =A of Specification No. 12. Once the surface has been properly prepared, the Contractor shall install a 2 -inch layer of Type II Asphaltic Concrete in accordance with the details shown on the Plans as a temporary surface course. Said Type II Asphaltic Concrete shall conform to all of the applicable requirements of Sections 320 and 332 of the Florida Department of Transportation "Standard Specifications for Road and Bridge Construction." 1982 except that "Job Mix Formula" will not be required. The temporary surface course may be spread with a spreader box in lieu of a self - propelled mechanical spreader. The cost of temporary surface course and subsequent patching and /or leveling courses necessitated or required prior to final asphaltic concrete surface course application to bring the trench areas to proper grade and cross section, shall be included in the prices bid for final asphaltic concrete surface course. No additional compensation will be made for any such material so used. Access Roads/Water and Sewer T.S. 124 Sebastian Municipal Airport B. State -Owned Public Pavement 1) Restoration within all State -owned and maintained rights -of -way shall be made in strict compliance with the details shown on the Plans. All construction materials and procedures shall conform to the Florida Department of Transportation "Standard Specifications for Road and Bridge Construction," 1982 Edition. 2) All work shall be subject to final inspection and approval of the Florida Department of Transportation and shall be completed as expeditiously as possible. C. Driveways, Parking Lots and Miscellaneous Thorou hfares 1) All driveways, parking lots, unpaved streets, and other miscellaneous thoroughfares disturbed by trenching operations shall receive a minimum 6 -inch thickness of base course as previously specified in paragraph 3.A.1) above. Those areas with surface finishes (asphalt, rock, concrete, etc.) disturbed by trenching operations shall have the final surface courses replaced in kind with a minimum 1 -inch thickness surface course, except for concrete which shall be a minimum thickness of 4- inches. The Contractor's attention is called to the fact that all surface improvements constructed since the date of base mapping may not be shown and that the Contractor is required to repair all surfaces disturbed by construction, whether shown on the plans or not. D. Rights -of -Way and /or Easements in Grass and Shrubbery Plots 1) Rights -of -way and /or easements in grass and shrubbery plots shall be restored to the condition existing prior to making the excavation. All shrubbery, ornamental trees and other plantings shall be fully protected. If it is found necessary to remove any grass, shrubbery or plants to accomplish the work, they shall be satisfactorily replaced before the work will be accepted or paid for. At a minimum, all backfill shall be seeded and mulched. 2) Contractor shall pay particular attention to the probable installation of private irrigation systems within sodded portions of the road right -of -way. The Contractor shall take all required precautions to protect and restore such irrigation systems to their original condition. If such systems are damaged or destroyed due to the water main installation, the Contractor shall immediately repair or replace the system. No additional compensation for the repair or replacement of irrigation systems shall be paid to the Contractor other than that included in the unit price bid for "Water Main ". Access Roads/Water and Sewer T.S. 12 -5 Sebastian Municipal Airport E. Cleanup 1) Cleanup is an essential part of the project and this portion of the work will not be considered complete and no payment made until the cleanup is complete to the satisfaction of the Engineer. 4. MEASUREMENT AND PAYMENT Measurement for surface restoration items, all as identified in these specifications other than temporary asphaltic surface course, shall be based upon the actual square yardage of surface restoration in place and approved within the limits of pay items. Pay limits for restored items shall include up to 5 feet either side of the water main centerline or service installation. Any restoration required, due to Contractor's means or methods of water main installation, outside the pay limits shall be installed by the Contractor at his own expense. No measurement or extra payment shall be made for restoration items not included in the Contract Bid Form, such as the protection and/or replacement of ornamentals, shrubs, trees, irrigation, signage, etc. The cost for these items shall be included in the unit price bid for "Water Mains ". Payment for the furnishing of all materials, proctor and density testing, equipment and labor for the proper completion of the surface restoration herein described and as shown on the Plans shall be included in the unit price bid for the appropriate pay item as indicated in the schedule of contract prices. Access Roads/Water and Sewer T.S, 12 -6 Sebastian Municipal Airport SECTION 13 SODDING, SEEDING AND MULCHING 1. GENERAL A. Description 1) This section specifies requirements for sodding, seeding and mulching of road shoulder, ditches, embankments, and other areas left barren by construction or as indicated on the drawings, to establish a dense stand of grass. Restoration of sod, or seed and mulch shall follow completion of acceptable testing results within 14 calendar days. However, in no case shall the area of construction be allowed to remain unrestored more than 30 days after pipeline installation, or for more than 2000 linear feet of area disturbed by construction, whichever is less. B. Quality Assurance 1) The Contractor shall be required to install and maintain the sodded or seeded area until a dense stand of grass has been obtained. 2. MATERIALS A. Seed 1) Grass seed shall be a mixture of Bermuda seed and Pensacola bahia seed. In addition, brown top millet will be included during summer months and annual rye in the winter months. 1) Where sodding will adjoin, or be in close proximity to private lawns, sod shall be of the type currently in place, otherwise sod shall be of centipede or bahia grass. Where St. Augustine sod is in place, restoration of sod shall be with the "Floritan" variety only. C. Mulch 1) Dry mulch shall be straw or hay, consisting of oat, rye, or wheat straw, or of pangola, peanut, coastal Bermuda or bahia grass hay. D. Fertilizers 1) Commercial fertilizers shall comply with the State of Florida fertilizer laws. The chemical designation of the fertilizer shall be 8 -8 -8, indicating Access Roads /Water and Sewer T.S.13 -1 Sebastian Municipal Airport the minimum percentages (respectively) of (1) total nitrogen, (2) available phosporic acid, and (3) water - soluble potash, contained in the fertilizer. 3. EXECUTION A. Tilling 1) After the grades have been restored to the original elevations or established as shown on the drawings, the soil shall be tilled to a depth of at least 4 inches until the condition of the soil is acceptable to the Resident Project Inspector. When drought, excessive moisture, or other unsatisfactory conditions prevail, the work shall be stopped when directed. On areas where the ground is sufficiently loose, particularly on road shoulders, the Resident Project Inspector, at his discretion, may authorize the elimination of tilling. B. Fertilizing 1} An initial application of fertilizer shall be applied at a rate of 1,000 pounds per acre. Fertilizer shall be spread using a mechanical device capable of uniformly distributing the material at the specified rate. 2) A second application of fertilizer shall be applied at a rate of 400 -500 pounds per acre within 90 calendar days after the initial application on projects which have not been accepted prior to this time. C. Sodding 1) Sodding shall be installed along all pavement edges for a minimum 4foot width where the shoulder has been disturbed by construction, and at the locations indicated on the drawings or where required to restore existing stands of sod damaged or destroyed during construction of this project. Sod shall also be placed over all embankments and ditch banks disturbed by construction where the slope exceeds a one (1) foot rise over a six (b) foot run. 2) Sodding shall be incorporated into the project at the earliest practical time in the life of the contract. No sod which has been cut for more than 72 hours shall be used unless specifically authorized by the Engineer after his careful inspection thereof. Any sod which is not planted within 24 hours after cutting shall be stacked in an approved manner and maintained properly moistened. 3) The sod shall be placed on the prepared surface, with edges in close contact, and shall be firmly and smoothly embedded by light tamping with appropriate tools. Access Roads /Water and Sewer T.S.13 -2 Sebastian Municipal Airport 4) Where sodding is used in drainage ditches, the setting of the pieces shall be staggered, such as to avoid a continuous seam along the line of flow. Along the edges of such staggered areas the offsets of individual strips shall not exceed six inches. In order to prevent erosion caused by vertical edges at the outer limits, the outer pieces of sod shall be tamped so as to produce a featheredge effect. 5) On areas where the sod may slide, due to height and slope, the Engineer may direct that the sod be pegged, with pegs driven through the sod blocks into firm earth, at suitable intervals. 6) Any pieces of sod which, after placing, show an appearance of extreme dryness shall be removed from the work and replaced by the Contractor at no additional expense to the Owner. D. Seeding 1) Except as specified above for sodding locations, all disturbed, non - surface course areas shall be seeded immediately after completion of the regrading work. 2) The Contractor shall use the grass seed mixture shown below and sow evenly with an approved mechanical seeder. The grass seed mixture shall be sown at the rates indicated below. Extreme care shall be taken during seeding and raking to insure that no change shall occur in the finished grades, and that the seed is not raked from one spot to another. 3) Seed will be applied at not less than the following rate: Bermuda Bahia Annual Rye Brown -Top Millet E. Mulching 30 lb. per acre 120 lb. per acre 40 lb. per acre (Oct- March) 40 lb. per acre (Apr -Sept ) 1) After seeding, approximately one (1) inch of the mulch material shall be uniformly applied over the seeded area. The mulch shall then be cut into the soil so as to produce a loose mulched thickness of three to four inches. Immediately after mulching, the entire area shall be rolled with a cultipacker, or approved similar equipment, to firm the seed bed. In areas inaccessible to the cultipacker, the ground shall be lightly raked and rolled in two directions with a water ballest roller. F. Watering 1) The restored areas shall be watered so as to provide optimum growth conditions for the establishment of the grass. In no case however, shall the period of maintaining such moisture be less than two weeks after planting. Access Roads /Water and Sewer T.S.13 -3 Sebastian Municipal Airport 2) Water shall be delivered and evenly dispersed at a specified rate and in a manner to prevent waste and erosion. Watering equipment shall be of a type that prevents damage to the finished surface. G. Maintenance 1) The Contractor shall maintain the sodded or seeded areas until final acceptance by the Owner. Maintenance shall include, but not be limited to, reseeding or sodding of any bare areas, proper watering, and refilling of rutted areas. The Contractor shall maintain the desired level of moisture necessary to maintain vigorous, healthy growth. The surface layer of soil must be kept damp by frequent light watering with a fine spray during the germination period after seeding. After the grass is established, and during periods of drought„ water shall be applied once a week and shall be in sufficient quantity to penetrate the soil to a depth of 6 inches. 2) Maintenance of grass areas shall consist of watering, repair of all erosion, reseeding, and reseeding, as necessary, to establish a uniform stand of grass, and shall continue until acceptance. After the grass has started, all of the areas greater than 8 inch square which fail to show a uniform stand of grass for any reason whatsoever shall be resodded or reseeded repeatedly until all areas are covered with a satisfactory growth of grass. 3) Grassed areas shall be accepted only after the restored area has achieved an 80 percent minimum coverage of a healthy, green stand of grass. 4. MEASUREMENT AND PAYMENT Measurement of sodding or seeding and mulching shall be for the actual quantities installed within the limits of the pay item or as included in a lump sum item. Pay limits for restored sodding or seeding and mulching shall be within 5 feet either side of the pipe centerline. Any restoration required, due to the Contractor's means or methods of water main installation, outside the pay limits shall be installed by the Contractor at his own expense. Payment for the furnishing of all materials, equipment, and labor for the proper completion of sodding or seeding and mulching herein described and as shown on the Plans shall be included in the unit price bid for "Sodding" or "Seeding and Mulching ". NOTE: Final project payment (retainage) shall not be approved within thirty (30) days after the last sodding has been placed or until all sodded and seeded areas are growing with a dense stand of healthy, green grass (not weed), whichever occurs last. Access Roads/Water and Sewer T.S. 13-4 Sebastian Municipal Airport SECTION 14 FINAL ASPHALTIC CONCRETE SURFACE COURSE i�l7�i►i�ii!?I:�.� A. Scope 1) The work to be performed under this item shall include the selling, delivering and installing of final asphaltic concrete surface courses as herein specified. Final asphaltic concrete surface course shall be completed within 30 days after temporary asphaltic surface course placement. B. References 1) Standards applicable in this Specification shall be: Florida Department of Transportation- Standard Specifications for Road and Bridges Construction (1977). a. Section 300 - Prime and Tack Coats for Base Courses. Subsections (1,2.3,3,4,5,7). b. Section 320 - Hot Bituminous Mixtures - Plant, Methods and Equipment. Subsections (1,2.1,2.5, to 2.13, 3.4.5). C. Section 330 - Hot Bituminous Mixtures - General Construction Requirements. Subsections (1,3 to 13). d. Section 331 - Type S -1, Asphaltic Concrete. Subsections (1 to 5). C. Submittals 1) Manufacturer's Data - Prior to fabrication or installation of the final asphaltic concrete surface course, the Contractor shall furnish to the Engineer, for review and approval the following: a. Certification from the manufacturer that their plant meets the requirements of Section 320 above. b. Formula for job mix. Access Roads /Water and Sewer T.S. 14 -1 Sebastian Municipal Airport 2. MATERIALS A. Tack Coat 1) Unless otherwise specified by the Engineer, the material used for the tack coat shall be Emulsified Asphalt, Grades RS -2, SS -1 or SS-114, B. Final Asphaltic Surface Courses 1) The material used shall be Type S -1 asphaltic concrete conforming to Section 331 of the F.D.O.T. Standard Specifications for Road and Bridge Construction. 3. EXECUTION OF WORK A. Cleaning Surfaces 1) Prior to the laying of the surface courses, the surface of the pavement or base to be covered shall be cleaned of all loose and deleterious material by the use of power brooming or hand brooning where necessary. All such material shall be collected and disposed of by the Contractor. B. Patching and Leveling Courses 1) Where a surface course is to be constructed on an existing paved surface which is irregular, said surface shall be brought to proper grade and cross section by the application of patching or leveling courses. C. Application of Tack Coat 1) The material shall be heated to a suitable temperature and applied in a thin, uniform layer at a rate of between 0.02 and 0.08 gallons per square yard. The tack coat shall be applied sufficiently in advance of the surface course laying to permit drying but not so far in advance as to lose its adhesiveness as a result of being covered with dust. The tack coat shall be kept free from traffic until the surface course has been laid. D. Transportation of the Asphalt 1 } The surface course shall be transported in tight vehicles previously cleaned of all foreign material. The inside surface of the truck bodies shall be only thinly coated with soapy water or an approved emulsion containing not over 5% oil. Kerosene, gasoline or similar products shall not be used. After coating and before loading, the truck bodies shall be raised and drained of all excess liquids. Access Roads/Water and Sewer T.S. 14 -2 Sebastian Municipal Airport E. Installation of Final Asphaltic Concrete Surface Course 1) Prior to final acceptance, or as directed by the Engineer, the Contractor shall install a 1112 -inch layer of Type S -1 Final Asphaltic Concrete Surface Course over the entire width as directed by the Engineer. All other placement of pavement shall be as shown on the "Restoration Detail" for non state -owned public pavement. 2) Mechanical spreading and screeding equipment shall be of an approved type that is self-propelled and can be steered. It shall be equipped with a receiving and disbursing hopper and a mechanical screed or strike -off member capable of adjustment to regulate the depth of material being spread. Tandem Type 5 to 12 ton steel- wheeled rollers shall be used for sealing. 3) Self-propelled, pneumatic -tired traffic rollers equipped with at least 7b smooth tread, low pressure tires, having a total weight of 6 to 10 tons shall be used for final rolling. F. Field Quality Control 1) The final surface course of all pavements will be required to be checked by a rolling straightedge. The finished surface shall not vary more than 3116 inch from the straightedge applied parallel to the centerline of the pavement. The straightedge shall have an effective length of 15 feet. 4, MEASUREMENT AND PAYMENT Measurement for the furnishing and installation of final asphaltic surface course shall be based upon the actual number of square yards of asphalt installed in accordance with these specifications and approved for payment. Pay limits for restored paving shall be limited to 5 feet either side of the pipe centerline. Any additional pavement restoration required, due to the Contractor's means or methods of force main installation, outside this pay limit, shall be installed by the Contractor at his own expense. Payment for the furnishings of all materials, equipment and labor for the proper completion of the installation of the final asphaltic concrete surface course herein described and as shown on the plans shall be included in the unit price bid for surface restoration of "Final Asphaltic Surface Course ". Access Roads/water and Sewer T.S. 14 -3 Sebastian Municipal Airport 1. 2. SECTION 15 PAVEMENT MARKINGS GENERAL A. Description 1) This work shall consist of furnishing and placing reflectorized traffic line paint for edge stripes and center stripes, lane stripes, and plastic reflective pavement markers upon the roadway surface, in accordance with the plans and specifications. B. References 1) This section references the following documents. They are a part of this section insofar as specified and modified herein. In case of conflict between the requirements of this section and the listed documents, the requirements of this section shall prevail. Reference Title F.D.O.T. Florida Department of Transportation (F.D.O.T.) Standard Specifications for Road and Bridge Construction (latest edition). MATERIALS A. Plastic Reflective Pavement Markers 1) Plastic markers shall be methyl methacrylate or acrylonitrile butadine styrene in accordance with Section 706 -2, F.D.O.T. Markers shall be in the shape of a frustrum of a pyramid, filled with a thermosetting compound. Markers used for restoration in areas damaged by construction shall be of the same size, shape, color, and have the same optical qualities of the original marker. Markers used for hydrant location identification shall be blue, have bidirectional optical properties, and have a minimum area for each reflective face of not less than 3.25 square inches. B. Pavement Striping Materials 1) Traffic Dine Paint a. Traffic line paint shall be furnished in accordance with F.D.O.T. Section 971 -12 and shall be formulas; Code T -1 (white),Code T -2 (yellow). Access Roads/Water and Sewer T.SJ5 -1 Sebastian Municipal Airport 3. 4. 2) Thermoplastic Stripes and Markings a. Traffic line or marking thermoplastic compound shall be furnished in accordance with F.D.O.T. Section 711 and shall be white or yellow as required. 3) Glass Beads for Traffic Line Stripes or Markings a. Glass beads for reflective traffic paint or thermoplastic compound shall be furnished in accordance with Section 971 -13, F.D.O.T. EXECUTION A. General 1) Where disturbed or destroyed by construction, pavement stripes and markings shall be restored at the original locations and to the original lines. Pavement marking in public right -of -ways shall be restored with thermoplastic traffic markings, otherwise painted traffic markings may be used. 2) Plastic reflectorized pavement markers for hydrant valve location shall be installed on centerline stripes or at the pavement centerline for unstriped roadways. Each hydrant valve installed under or adjacent to paved areas shall receive a reflectorized marker. B. Painted Traffic Stripes and Markings I j Painted traffic stripes and markings shall be installed in accordance with F.D.O.T., Section 710. C. Thermoplastic Traffic Markings 1) Thermoplastic traffic markings shall be installed in accordance with the F.D.O.T., Section 711. Thermoplastic traffic markings shall not be applied to new asphalt pavements within 30 days of asphalt placement. D. Plastic Reflective Pavement Markers 1) Plastic reflective pavement markers shall be installed in accordance with F.D.O.T., Section 706 and at the centerline of pavement at each hydrant valve location adjacent to paved surface courses. PAYMENT Payment for restoration of all traffic stripes and markings disturbed during construction shall be included in the unit price bid for "Final Asphaltic Surface Course ". Access Roads /Water and Sewer T.S.15 -2 Sebastian Municipal Airport i� SECTION 16 CASED CROSSING OF TAXIWAY 1. GENERAL A. Description 1) Scope This section specifies the placement of casing and carrier pipes required for the installation of mainlines under the taxiway pavement from the "Taxiway Object Free Area" to eight (8) feet beyond the edge of pavement, whichever is greater. 2) Definitions a. Casing Pipe - An external conduit placed underground standard open cut trenching and backfilling methods, used to encapsulate and protect the carrier pipe. b. Carrier Pipe - A conduit installed interior to the casing pipe, used to convey the process fluid. B. ?tiality Assurance 1) References a. This section contains references to the following documents. They are part of this section as specified and modified. In case of a conflict between the requirements of this section and those of the listed documents, the requirements of the documents shall prevail. Reference Title ASTM 53 - 81 Standard specification for pipe, steel, black and hot - dipped, zinc- coated welded and seamless. FFC R.R. Co. F.A.A. Regulations Access Roads/Water and Sewer Sebastian Municipal Airport General Specifications for Subgrade and Above Grade Utility Crossings of Railroad R -O -W Part 77, Objects Affecting Navigable Airspace T.S. 16 -1 2. PRODUCTS A. Materials 1) Casing Pipe for Mainlines Crossing under Roadways - Casing pipe shall be ASTM A 53, GradeB, Type S, Wrought Steel Seamless Pipe. Pipe joints shall be field butt welded. Minimum pipe wall thicknesses shall conform to those as indicated by the following table: Installation Carrier Size Diameter Pipe Weight Class Taxiway Crossing Thru 16" Standard Weight 18" thru 30" Extra Strength 2) Carrier Pipe for Mainlines Crossing under Taxiways - Carrier pipe shall be lined and coated, restrained joint, class 350 ductile iron pipe, otherwise conforming to specification Section No. 3. All joint connections located within the casing pipe shall utilize approved restrainers. 3) Pipeline Casing Spacers for Mainlines Crossing under Roadways - Spacers shall have two piece split shell, manufactured of minimum 14 gauge 304 stainless steel with runners. All mounting hardware shall be stainless steel. The entire shell shall have a minimum of 4 runners constructed of fiberglass reinforced polyester or high density polymer. Where required to elevate the pipe bell off the casing, steel spacers shall be provided. Spacers shall be as manufactured by Cascade Waterworks Mfg. Co., or approved equal. B. Product Data 1) Affidavits of Compliance with ASTM A53 for the Carrier pipe shall be provided in advance of construction. C. Submittals 1) Shop Drawings - Prior to any fabrication or installation work, the Contractor shall furnish to the Engineer, for review and approval five sets of shop drawings for the following items. All drawings shall be reviewed, approved and stamped by the Contractor pursuant to the provisions of the General Conditions. a. Carrier Pipe and Restrainers b. Casing Spacers Access Roads/Waterand Sewer T.S. 16 -2 Sebastian Municipal Airport 3. EXECUTION OF WORK A. General The Contractor's attention is directed especially to the need for completing the proper installation of the crossings as quickly as possible after work in the taxiway has begun. The taxiway crossing operation shall be accomplished during daylight hours and shall not begin after the time pre - established by the Airport Director's office. The taxiway installation shall be constructed in one continuous operation without stoppage except for nighttime operation. The backfilling and surface restoration shall be considered a part of the continuous taxiway operation. The Contractor shall provide all notices and signage to close the taxiway during construction, all in accordance with FAA Regulations. B. Mainline Installation Under Taxiway As shown on the drawings, crossings under the taxiway shall be placed in casing pipes, using the open cut trench method. The installation shall be constructed in accordance with the following: The casing pipes shall be installed with a minimum 48 inches of cover. Casing pipe ends shall extend to the following minimum requirements. Jurisdiction Casing Pipe Ends Taxiway Ends shall extend a minimum 8 feet beyond edges of pavement, or to the "TOFA" line, whichever is greater. Mainline pipe joints shall be assembled outside the casing pipe with the appropriate joint restrainers in place. Casing spacers shall be attached to the mainline pipe in the number as shown on the plans or as recommended by the casing spacer manufacturer. The pipe section shall then be up lled through sections of the casing pipe until assembly of the next casing pipe section is required. Restrained joint pine sections shall not be pushed into the casing pipe. The casing pipe with installed carrier pipe shall be installed in the trench in accordance with specification Section No. 3 and the Plan details. C. Testing For Installations Under Roadways 1) Casing Pipe An air pressure test for leaks shall be conducted in the presence of the Resident Project Inspector immediately upon completion of each crossing at a minimum test pressure of 20 psi. The casing pipe shall exhibit no leakage at this test pressure. Either of the following two test methods may be used. Access Roads/Water and Sewer T.S. 16 -3 Sebastian Municipal Airport a. Standard twenty -four (24) hour pressure test with recording chart. b. Pressure test utilizing a dragnet type leak detecting device, or other equivalent testing equipment capable of detecting pressure drops of one -half psi. Length of test to be as recommended by the testing equipment manufacturer for the conditions of the particular job. 2) Carrier Pipe The carrier pipe shall be hydrostatically pressure tested in accordance with the appropriate Section of these specifications as typical mainline sections. No leakage will be permitted, and if the test should indicate leakage, the carrier pipe shall be removed from the casing pipe and reinstalled until this requirement has been met. 4. MEASUREMENT AND PAYMENT Measurement for the taxiway cased crossing shall be from one end of the D.I.P. to the opposite end of D.I.P. installed. The measurement shall be a lump sum item for all items required for the specified cased taxiway crossing, complete and in conformance with the Contract Documents. Payment shall be for the furnishing of all of the materials, equipment, and labor for the complete installation of casing and carrier pipes under taxiways where specified or shown on the drawings. Payments made shall be for all: excavations, sheeting and bracing, dewatering, casing pipe, carrier pipe, casing spacers, restrained joints, backfilling, compaction, testing, surface restoration, and all incidentals required to properly complete the crossings. Access Roads/Water and sewer T.S. 164 Sebastian Municipal Airport