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Home My WebLink About1995 - Change Order 3 Speegle Construction1.9.3. Chancre Order (Cont Id) CHANGE ORDER NO. 3 DATE: CONTRACT CHANGE ORDER ORIGINAL CONTRACT PRICE: REVISED CONTRACT PRICE: Page 2 of 3 $1,232,932.43 $1,8109052.43 JOB NAME: INDIAN RIVER COUNTY PROJECT #UW -93 -30 -DS, COUNTY ROUTE 510/ U.S. HIGHWAY #1 WATER TRANSMISSION PROJECT OWNER: INDIAN RIVER COUNTY The amount of the Contract will be (EA11M) ( INCREASED) (MUMARM) by the sum of: Five Hundred Seventy-seven Thousand One Hundred Twenty and (written amount) 00/100 Dollars ($ 577,120-00 } The Contract total including this Change Order will be: One Million Eight Hundred Ten Thousand Fifty-two Dollars and 43/100 (written amount) Dollars ($ 1 , 1 n. 097.43 } . The Contract Time provided for Project Completion will b_ e ' EV) (INCREASED) (T. ffMR) : Two Hundred Te Days. { ?in ) . This document will become a supplement to the Contract and all provisions will apply hereto. CONTRACTOR: DATE: 2/6/95 BryPIKaXwe 11 Speegle Construction, Inc.. ENGINEER: DATE: 1cir Ma - II-er & Mgller. Inc. OWNER: DATE: Indian River County Commission, Kenneth R. Macht_, Chairman co9341#3.ws 1.9.3. CHANGE ORDER Page 1 of 3 CONTRACT CHANGE ORDER CHANGE ORDER NO. 3 ORIGINAL CONTRACT PRICE $1,232,932.43 DATE 01/06/95 REVISED CONTRACT PRICE $1,810,052.43 JOB NAME INDIAN RIVER COUNTY PROJECT #UW -93 -30 -DS OWNER INDIAN RIVER COUNTY UNIT PRICE REV. TOTAL ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE CHANGE CHANGE PRICE * * -l-A*****lfr"* ***f.- -- Jr* 1. MOBILIZATION 1 LS 59,749.00 59,749.00 0 0.00 59,749.00 2. 1611 DIA. DIP WN 0 LF 25.00 0.00 0 0.00 0.00 3. 1211 DIA. DIP/PVC WN 140 LF 17.00 2,380.00 0 0.00 2,380.00 4. 1011 DIA. DIP/PVC WMAIN 25 LF 12.00 300.00 0 0.00 300.00 5. 811 DIA. DIP/PVC WM, 150 LF 10.00 1,500.00 0 0.00 1,500.00 6. 611 DIA. DIP/PVC WN 100 LF 8.00 800.00 0 0.00 800.00 7. FIRE HYDRANT ASSEMBLY 47 EA 2,000.00 94,000.00 0 0.00 94,000.00 8. 1611 DIA. BUTTERFLY VALVE 30 EA 1,350.00 40,500.00 0 0.00 40,500.00 9. 1211 DIA. GATE VALVE 4 EA 800.00 3,200.00 0 0.00 3,200.00 10 811 DIA. GATE VALVE 9 EA 450.00 4,050.00 0 0.00 4,050.00 11. AIR RELEASE VLVE W/CONCR. BOX 5 EA 1,400.00 7,000.00 0 0.00 7,000.00 12. 10"XIO" WET TAP WTAP VALVE 1 EA 2,000.00 2,000.00 0 0.00 2,000.00 13. 811 X 811 WET TAP W/tAP VALVE 1 EA 1,500.00 1,500.00 0 0.00 1,500.00 14. 811 X 611 WET TAP W/TAP VALVE 1 EA 1,200.00 1,200.00 0 0.00 1,200.00 15. 611 X 611 WET TAP WTAP VALVE 2 EA 1,200.00 2,400.00 0 0.00 2,400.00 16. FITTINGS 30 TON 2,750.00 82,500.00 0 0.00 82,500.00 17. 1611 DIA. AERIAL CROSSING 5 EA 5,100.00 25,500.00 0 0.00 25,500.00 18. JACK & BORE CR #510 1 LS 13,000.00 13,000.00 0 0.00 13,000.00 19. JACK & BORE FEC 1 LS 28,000.00 28,000.00 0 0.00* 28,000.00 20. JACK & BORE U.S. HWY #1 1 LS 21,000.00 21,000.00 0 0.00 21,000.00 21. JACK & BORE US HWY #1 SOUTHERN I LS 14,000.00 14,000.00 0 0.00 14,000.00 END WHISPERING PALMS NHP 22. JACK & BORE US HWY #1 NORTHERN I LS 14,000.00 14,000.00 0 0.00 14,000.00 END WHISPERING PALMS MHP 23. SIDEWALK RESTORATION 2,250 LF 7.00 15,750.00 0 0.00 15,750.00 24. CURB RESTORATION 100.00 LF 12.00 1,200.00 0 0.00 1,200.00 25. PVD ROAD RESTORATION 1,900 LF 20.00 38,000.00 0 0.00 38,000.00 26. NON -PVD ROAD RESTORATION 210 LF 4.00 840.00 0 0.00 840.00 27. PVD DRIVE RESTORATION 2,000 LF 15.00 30,000.00 0 0.00 30,000.00 28. NON -PVD DRIVE RESTORATION 1,540 LF 2.00 3,080.00 0 0.00 3,080.00 29. SOD 15,320 LF 1.80 27,576.00 0 0.00 27,576.00 30. SEED & MULCH 5,150 LF 0.30 1,545.00 0 0.00 1,545.00 31. POLYETHYLENE WRAP 12,000 LF 1.00 12,000.00 0 0.00 12,000.00 32. 211 DIA. LONG SERVICE W 2 EA 1,000.00 2,000.00 0 0.00 2,000.00 METER BOX 33. 211 DIA..SHORT SERVICE W 2 EA 400.00 800.00 0 0.00 800.00 METER BOX 34. 111 DIA. LONG SERVICE W/ 2 EA 500.00 1,000.00 0 0.00 1,000.00 METER BOX 35. 111 DIA. SHORT SERVICE W/ 2 EA 400.00 800.00 0 0.00 800.00 METER BOX 36. 1611 DIA. DIP WM 27,475 LF 23.95 658,026.25 0 0.00 658,026.25 37. JACK & BORE (CR #510) 1 LS 16,550.00 16,550.00 0 0.00 16,550.00 W/1611 WM 38. ADDIL SURVEY,STAKEOUT,ASBUILTS I LS 3,187.80 3,187.80 0 0.00 3,187.80 39. BOND/INSURANCE 1 LS 1,998.38 1,998.38 0 0.00 1,998.38 40. SEBASTIAN RIVERFRONT AREA CHANGE ORDER #3 (SEE ATTACHED PAGE 3 OF 3 FOR QUANTITIES) 577,120.00 TOTAL 51,232,932-43 $1,810,052.43 i 1 9 3 CHANGE ORDER CHANGE ORDER NO. 3 (9459#3a.ws) Page 3 of 3 CONTRACT CHANGE ORDER CONTRACT AMOUNT ADDITION $577,120.00 DATE 02/06/95 JOB NAME INDIAN RIVER COUNTY PROJECT #UW-93-30-DS/SEBASTIAN RIVERFRONT AREA OWNER INDIAN RIVER COUNTY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE 1. MOBILIZATION 1 LS 30,000.00 30,000.00 2. 12" DIA. DIP/PVC WM 10,720 LF 22.00 235,840.00 3. 6" DIA. DIP/PVC WM 4,760 LF 8.60 40,936.00 4. 4" DIA. DIP/PVC WATER MAIN 11200 LF 6.50 71800.00 5. 12" DIA. GATE VALVE 22 EA 11200.00 26,400.00 6. 6" DIA. GATE VALVE 17 EA 400.00 61800.00 7. 4" DIA. GATE VALVE 6 EA 350.00 21100.00 8. FIRE HYDRANT ASSEMBLY 26 EA 2,000.00 52,000.00 9. FITTINGS 3.5 TON 5,000._00 17,500.00 10. 12" DIA. AERIAL CROSSING 1 LS 51100.00 51100.00 11. SIDEWALK RESTORATION 20 LF 7.00 140.00 12. PVD ROAD RESTORATION 400 LF 20.00 81000.00 13. PVD DRIVE RESTORATION 11935 LF 15.00 29,025.00 14. NON -PVD DRIVE RESTORATION 1,660 LF 2.00 31320.00 15. SOD 12,665 LF 1.80 22,797.00 16. 2" DIA. LONG SERVICE W/ 2 EA 11000.00 21000.00 METER BOX 17. 2" DIA. SHORT SERVICE W/ 3 EA 400.00 11200.00 METER BOX 18. 1" DIA. LONG SERVICE W/ 46 EA 500.00 23,000.00 METER BOX 19. 1" DIA. SHORT SERVICE W/ 41 EA 400.00 16,400.00 METER BOX 20. SURVEY,STAKEOUT,ASBUILTS 1 LS 10,362.00 10,362.00 21. BOND/INSURANCE 1 LS 51500.00 51500.00 22. JACK & BORE US #1 1 EA 20,500.00 20,500.00 23. 2" BLOWOFF 16 EA 350.00 51600.00 24. JUMPER ASSEMBLY 1 LS 41800.00 41800.00 TOTAL $577,120.00 D INDIAN RIVER COUNTY UTILITIES DEPARTMENT 1840 25TH STREET VERO BEACH FL, 32960 TO—JOEL KOFORD SEBASTIAN CITY HALL P.O. BOX 780127 _SEBASTIAN, FL 32978 WE ARE SENDING YOU UTIL (CITY.AA) LETTER OF TRANSMITTAL DATE: FEBRUARY 15, 1995 JOB NUMBER: ATTENTION: JOEL KOFORD. CITY MANAGER RE: SEBASTIAN RIVERFRONT PROJECT _X Attached _ Under separate cover via the following items: _ Shop drawings _ Prints _ Plans _ Samples _ Specifications _ Copy of letter _ Change order COPIES 1 THESE ARE TRANSMITTED AS CHECKED BELOW: For approval X For your use As requested For review and comment FOR BIDS DUE DESCRIPTION EXECUTED CHANGE ORDER FOR SEBASTIAN RIVERFRONT PROJECT Approved as submitted _ Resubmit _copies for approval Approved as noted _ Submit _copies for distribution _ Returned for corrections _ Return _corrected prints 19< < PRINTS RETURNED AFTER LOAN TO US COPY TO: IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE FES 1ss5 Reye - city y ' ed Office SIGNED: ANA ANDERSON FRANCHISE COORDINATOR DEPARTMENT OF UTILITY SERVICES City of Sebastian 1225 MAIN STREET c SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 13 FAX (407) 589-5570 February 14, 1995 Mr. Harry Asher Assistant Director Utilities Department Indian River County 1840 25th Street Vero Beach, FL 32960 RE: Change Order No. 3 - Indian River County/Speegle Construction Contract Dear Mr. Asher: Mr. Earl Masteller of Masteller, Moler, Inc. has requested that I revise the letter I sent to you dated February 9, 1995 regarding change order no. 3 for the contract between Indian River County and Speegle Construction. Please be advised that the City Council, at its February 8, 1995 Special Meeting, approved change order no. 3 for the contract between Indian River County and Speegle Construction. If you have any questions, please do not hesitate to contact me. Sincerely, Kathryn✓ M. O'Halloran, CMC/AAE City Clerk KOH/sam cc: Joel L. Koford, City Manager Earl Mastller, Masteller & Moler, Inc. �w hi � �CQ P�.� ^� n� M �, -�e.a /mss-��-t� �a-�- `� �.- �c-t,��v �, t City of Sebastian 1225 MAIN STREET o SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 o FAX (407) 589-5570 February 9, 1995 Mr. Harry Asher Assistant Director Utilities Department Indian River County 1840 25th Street Vero Beach, FL 32960 RE: Change Order No. 3 - Indian River County/speegle Construction Contract Dear Mr. Asher: The City Council, at its February 8, 1995 Special Meeting, approved change order no. 3 for the contract between Indian River County and Speegle Construction, reflecting a decrease of $7,612.50 for the Sebastian Riverfront Water Project. I£ you have any questions, please contact City Manager, Joel Koford. Sincerely, E A/ Kathryn M. O'Halloran, CMC/AAE City Clerk KOH/sam cc: Joel L. Koford, City Manager Michael Delaney, Masteller & Moler, Inc. City of Sebastian 1225 MAIN STREET o SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 0 FAX (407) 589-5570 AGENDA TRANSMITTAL SUBJECT: City of Sebastian Water Main Change Order #3 Approval For Submittal By: City Manager 9"1(— EXPENDITURE REQUIRED: N/A AGENDA NO. �54'()11 Dept. Origin: City Manager Date Submitted: 02/07/95 For Agenda Of: 02/08/95 Exhibits: 02/06/95 Letter from Michael Delaney Project Manager To Joel L. Koford With Change Order #3 AMOUNT BUDGETED: NIA SUMMARY APPROPRIATION REQUIRED: N/A The attached change order #3 for the contract between Indian River County Utilities and the general contractor (Speegle Construction) reflects a decrease of $7612.50 for the Sebastian Riverfront area project. The original construction estimate was $584,732.50 and the change order reduced the amount to $577,120, or a savings of 7612.50. Under the terms of our agreement with Indian River County, we must approve each change order. RECOMMENDATION Recommend approval. City of Sebastian 1225 MAIN STREET o SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 o FAX (407) 589-5570 FAX TRANSMIIIAL SHEET DELIVER TO: J FROM: DATE: C>'7/%/%S TIME SENT: /'Jd t / TOTAL NUMBER OF PAGES (INCLUDING COVER SHEET) 2, 6L'tre_ IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL (407) 589-5330 HMil� MASTELLER & MOLER, INC. -- CONSULTING ENGINEERS - February 6, 1995 Mr. Joel Koford City of Sebastian P.O. Box 127 Sebastian, FL 32958 RE: City of Sebastian Water Main Sebastian Riverfront Area, Change Order #3 Dear Mr. Kof ord : Please find enclosed four (4) copies of Change Order #3 for the referenced project to serve the City of Sebastian Riverfront area. There is an additional 210 calendar days added to Speegle Construction, Inc.'s contract. Therefore, should you find the Change Order to be in order, please submit all four (4) copies to the Indian River County' Utilities Department to the attention of Terrance G. Pinto for their approval. Should you have any questions regarding the Change Order, please do not hesitate to contact our office. Respectfully, MASTELLER 4 M LE , INC. Michael De aney Project Manager MD/vk Enclosures cc: Mayor ,'Arthur— F irtion,<,.w/ enclosure -i Earl Masteller, File 19459LA (jk02O695) 1623 N. U.S. Highway 1, Suite 132 O 7380 Murrell Road, Suite 106 Sebastian, FL 32958 Melbourne, Florida 32940 (407) 589-4800 (407) 255-1175 (407) 589-2742 Fax (407) 253-4439 Fax C09341#3.ws 1.9.3. CHANGE ORDER Page 1 of 3 CONTRACT CHANGE ORDER •.rrr#wrrrt#rwt##wrw#r*wtr*#rr*rrr**rt*wr#rrwwrr**#+rrwwwrr#rrtirrwsrwrwr**rrrr*t+►r*wtrrrwrrrrrwwrrrrwrrrrrrrrrrrrrrrw CHANGE ORDER N0. 3 ORIGINAL CONTRACT PRICE $1,232,932.43 DATE 01/06/95 REVISED CONTRACT PRICE S10810,052.43 JOB NAME INDIAN RIVER COUNTY PROJECT OW -93 -30 -DS OWNER INDIAN RIVER COUNTY UNIT PRICE REV. TOTAL 17EM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE CHANGE CHANGE PRICE wvr�rrr*rrrr#r*t###r*rt##4rr**a►*rr*#***rrllrr#*wrr**rr*r*t*#r#*#t*r**#*##******"*r t**#7tr******r*#+t*# r***t***fir*** 1. MOBILIZATION 1 LS 59,749.00 59,749.00 0 0.00 59,749.00 2. 1611 DIA. DIP WH 0 LF 25.00 0.00 0 0.00 0.00 3. 1211 DIA. DIP/PVC WH 140 LF 17.00 2,380.00 0 0.00 2,380.00 4. 10" DIA. DIP/PVC WMAIN 25 LF 12.00 300.00 0 0.00 300.00 S. 811 DIA. DIP/PVC WM 150 LF 10.00 1,500.00 0 0.00 1,500.00 6. 611 DIA. DIP/PVC WH 100 LF 8.00 800.00 0 0.00 800.00 7. FIRE HYDRANT ASSEMBLY 47 EA 2,000.00 94,000.00 0 0.00 94,000.00 8. 16t1 DIA. BUTTERFLY VALVE 30 EA 1,350.00 40,500.00 0 0.00 40,500.00 9. 12" DIA. GATE VALVE 4 EA 800.00 3,200.00 0 0.00 3,200.00 10 8" DIA. GATE VALVE 9 EA 450.00 4,050.00 0 0.00 41050.00 11. AIR RELEASE VLVE W/CONCR. BOX 5 EA 1,400.00 7,000.00 0 0.00 7,000.00 12. 10"X1011 WET TAP W/TAP VALVE 1 EA 2,000.00 2,000.00 0 0.00 2,000.00 13. 811 X 811 WET TAP W/TAP VALVE 1 EA 1,500.00 1,500.00 0 0.00 1,500.00 14. 8t1 X 611 WET TAP W/TAP VALVE i EA 1,200.00 1,200.00 0 0.00 1,200.00 15. 6t1 X 611 WET TAP W/TAP VALVE 2 EA 1,200.00 2,400.00 0 0.00 2,400.00 16. FITTINGS 30 TON 2,750.00 82,500.00 0 0.00 82,500.00 17. 16" DIA. AERIAL CROSSING 5 EA 5,100.00 25,500.00 0 0.00 25,500.00 18. JACK & BORE CR #510 1 LS 13,000.00 13,000.00 0 0.00_' 13,000.00 19. JACK & BORE FEC 1 LS 28,000.00 28,000.00 0 0.00 28,000.00 20. JACK 8 BORE U.S. HWY #1 1 LS 21,000.00 21,000.00 0 0.00 21,000.00 21. JACK & BORE US HWY #1 SOUTHERN 1 LS 14,000.00 14,000.00 0 0.00 14,000.00 END WHISPERING PALMS MHP 22. JACK & BORE US HWY 01 NORTHERN 1 LS 14,000.00 14,000.00 0 0.00 14,000.00 END WHISPERING PALMS NHP 23. SIDEWALK RESTORATION 2,250 LF 7.00 15,750.00 0 0.00 15,750.00 24. CURB RESTORATION 100.00 LF 12.00 1,200.00 0 0.00 1,200.00 25. PVD ROAD RESTORATION 1,900 LF 20.00 38,000.00 0 0.00 38,000.00 26. NON -PVD ROAD RESTORATION 210 LF 4.00 840.00 0 0.00 840.00 27. PVD DRIVE RESTORATION 2,000 LF 15.00 30,000.00 0 0.00 30,000.00 28. NON -PVD DRIVE RESTORATION 1,540 LF 2.00 3,080.00 0 0.00 3,080.00 29. SOD 15,320 LF 1.80 27,576.00 0 0.00 27,576.00 30. SEED & MULCH 5,150 LF 0.30- 1,545.00 0 0.00 1,545.00 31. POLYETHYLENE WRAP 12,000 LF 1.00 12,000.00 0 0.00 12,000.00 32. 2/1 DIA. LONG SERVICE W/ 2 EA 18000.00 2,000.00 0 0.00 2,000.00 METER BOX 33. 2" DIA. SHORT SERVICE W/ 2 EA 400.00 800.00 0 0.00 800.00 METER BOX 34. 1" DIA. LONG SERVICE W/ 2 EA 500.00 1,000.00 0 0.00 11000.00 METER BOX 35. 1" DIA. SHORT SERVICE W/ 2 EA 400.00 800.00 0 0.00 800.00 METER BOX 36. 1611 DIA: DIP WM 27,475 LF 23.95 658,026.25 0 0.00 658,026.25 37. JACK & BORE (CR #510) 1 LS 16,550.00 16,550.00 0 0.00 16,550.00 W/1611 WM 38. ADD1L SURVEY,STAKEOUT,ASBUILTS i LS 3,187.80 3,187.80 0 0.00 3,187.80 39. BOND/INSURANCE 1 LS 1,998.38 1,998.38 0 0.00 1,998.38 rrr**,►,r#*:*#**r**r*rrrrrrr*,►rr**,�w*#,Tara r*#rr**rr*,err******• wr,►r**rrtrr*ww*,►r*rr*#*****r.**r***,tw*wr 40. SEBASTIAN RIVERFRONT AREA CHANGE ORDER #3 (SEE ATTACHED PAGE 3 OF 3 FOR QUANTITIES) 577,120.00 TOTAL S1,232,932.43 S1,810,052.43 1.9.3. Chanae Order f Cont' dl, _ Page 2 of 3 CONTRACT CHANGE ORDER CHANGE ORDER NO. 3 ORIGINAL; CONTRACT PRICE: $1,232,932.43 DATE: REVISED CONTRACT PRICE: $19810,052.43 JOB NAME: INDIAN RIVER COUNTY PROJECT #UW -9330 --DS, COUNTY ROUTE 510/ U.S. HIGHWAY 01 WATER TRANSMISSION PROJECT OWNER: INDIAN RIVER COUNTY The amount of the Contract will be ( ) (INCREASED) (MIRAIRM) by the sum of: Five Hundred Seventy-seven Thousand One Hundred Twenty and (written amount) 00/100 Dollars (S 577,120-00 1 . The Contract total including this Change Order will be: One Million Eight Hundred Ten Thousand Fifty-two Dollars and 43/100 (written amount) Dollars (S 1 . Al nS? . 41 ) . The Contract Time provided for Project Completion will be ( INCREASED) (ERk2Xt=R) : Tae Hnndred To Days. ( ?in ) - This document will become a supplement to the Contract- and all provisions will apply hereto. CONTRACTOR: DATE: 2/6195 Bry�r�axwe l l Speegle Construction, Inc.. - ENGINEER: _ A w P. DATE: 2 Masteller & Moler, Inc. OWNER: DATE: Indian River Countv Commission. Kenneth R. Macht, Chairman (9459#3a.ws) 1.9.3. CHANGE ORDER Page 3 of 3 CONTRACT CHANGE ORDER CHANGE ORDER NO. 3 CONTRACT AMOUNT ADDITION $577,120.00 DATE 02/06/95 JOB NAME INDIAN RIVER COUNTY PROJECT #UW-93-30-DS/SEBASTIAN RIVERFRONT AREA OWNER INDIAN RIVER COUNTY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE 1. MOBILIZATION 2. 12" DIA. DIP/PVC WM 3. 6" DIA. DIP/PVC WM 4. 4" DIA. DIP/PVC WATER MAIN 5. 12" DIA. GATE VALVE 6. 6" DIA. GATE VALVE 7. 4" DIA. GATE VALVE 8. FIRE HYDRANT ASSEMBLY 9. FITTINGS 10. 12" DIA. AERIAL CROSSING 11. SIDEWALK RESTORATION 12. PVD ROAD RESTORATION 13. PVD DRIVE RESTORATION 14. NON -PVD DRIVE RESTORATION 15. SOD 16. 2" DIA. LONG SERVICE W/ METER BOX 17. 2" DIA. SHORT SERVICE W/ METER BOX 18. 1" DIA. LONG SERVICE W/ METER BOX 19. 1" DIA. SHORT SERVICE W/ METER BOX 20. SURVEY,STAKEOUT,ASBUILTS 21. BOND/INSUR.ANCE 22. JACK & BORE US #1 23. 2 " BLOWOFF 24. JUMPER ASSEMBLY 1 LS 30,000.00 30,000.00 10,720 LF 22.00 235,840.00 41760 LF 8.60 40,936.00 11200 LF 6.50 71800.00 22 EA 11200.00 26,400.00 17 EA 400.00 61800.00 6 EA 350.00 21100.00 26 EA 21000.00 52,000.00 3.5 TON 5,000..00 17,500.00 1 LS 51100.00 51100.00 20 LF 7.00 140.00 400 LF 20.00 81000.00 11935 LF 15.00 29,025.00 1,660 LF 2.00 31320.00 12,665 LF 1.80 22,797.00 2 EA 11000.00 2,000.00 3 EA 400.00 1,200.00 46 EA 500.00 23,000.00 41 EA 400.00 16,400.00 1 LS 10,362.00 10,362.00 1 LS 51500.00 51500.00 1 EA 20,500.00 20,500.00 ' 16 EA 350.00 51600.00 1 LS 41800.00 41800.00 TOTAL $577,120.00