The URL can be used to link to this page

Home My WebLink About1994 FEC Notice of Intent to WorkFLORIDA EAST COAST RAILWAY COMPANY FE CONE MALAGA STREET, P. O. BOX 1048, ST. AUGUSTINE, FLORIDA 32086 -1618 Din:ct Dial 904- 826-2412 III W. S. Kiehl Facsimile 904. 826-2290 Sedw Sufi Engineer 17 June 1994 File: 218/39/171 Sebastian: Grade Crossing Rehabilitation Stratton Avenue, 272974 -H Notice of Intent to Work Mr. D. E. Eckis City Engineer City of Sebastian 1225 Main Street Sebastian, FL 32958 Dear Mr. Eckis: During a recent field inspection, FEC personnel noted the ride quality for both railway and highway traffic over the above referenced grade crossing has declined to the point of requiring rehabilitation. In order to restore acceptable levels of surface conditions for both highway and railway traffic, we intend to schedule the rehabilitation work within the coming sixty days. In accordance with the terms of the agreement dated 30 August 84, certain portions of the cost of this rehabilitation are the responsibility of the City. The costs to the City are as outlined in the enclosed estimate and are limited to the highway portion of the work which includes the crossing surface, asphalt work, and the maintenance of traffic during the road closure. The total estimated cost to the City for the proposed work is $10,709. It should be noted here that this is an estimate only and all charges will be billed to the City on an actual cost basis. Please review the above and the enclosed estimate. If acceptable to the City, please acknowledge this letter by providing a letter of authorization against which we may bill for this work. In the interim, Mr. J. D. Bussa, FEC's Roadmaster responsible for the work, will be in contact to coordinate the scheduling of the road closure. If you have any question concerning the rehabilitation, please do not hesitate to contact me. Sincerely, William S. Riehl III Senior Staff Engineer enclosure cc C. R- Lynch G. E. Clegg - Please proceed with the scheduling of the work. J. W. Knight - Please annotate your database accordingly. D. A. Smith - Please retain the estimate for comparison with your final billing. REHABnXrATE EXISTING TYM T- MODIFIED GBAD. ,cOSMG I13li STRATTON AVENL_ . T2974 -H 26.13 DETAE S OF ESTIMATE 180.00 4,704,00 4.00 Day 300.00 r"LMMAUnsal smax Ilait ROAM= EUoudod Qwsaia K QW1 Ihk &;e"ion Extended Sul QW HUd" Total Credit 2.82 To (312.27) (879.36) (1,623.36) 162.34 (1,461.02) H* -Rail ] Be 7.11 7.11 7.11 Set (4.00) Section Oarg 16.00 Ea (10.00) (160.00) (160.00) 16.00 (144.00) $ea+on Truck 1 Ea 16.87 16.87 16.87 Su k-9 Oag TmnpeC l Ea 92.68 92.68 101.53 Rgpdaor 0 Ea 34.29 0.00 Gang Truck (I ton) I Ea 8.85 8.85 Gang Truck (2 too) 0 Ea 11.29 0.00 Mss Try Crane 0 Es 11.29 0.00 CroOe I Ea 84.87 84.87 84.87 T- A-'bcy Loader 0 Ea 28.63 0.00 Loam 1 Ea 31.09 31.09 59.72 Tnrck4 --bcy 1 Ea 28.63 28.63 welder Welding Truck I Ea 16.87 16.87 16.87 Materiel Yard Crone 1 Ea 84.87 84.87 84.87 Work Tram Locomotive Other 1 Ea 130.32 130.32 130.32 Signal Truck 1 Be 8.85 8.85 8.85 4ogt I>n¢ I10iLCAU Eluootlod Subtotal lax & l ;.+dl : IGfaLCmu Track Panel Rail 2.82 Tn 650.00 1,830.40 3,613.52 578.16 4,191.68 Track Ties 20.00 Ea 65.00 1.300.00 Fasteners 36.00 Set 13.42 483.12 Pawl 1- 1121im Ballast 1.00 Ca 1,095.00 1,095.00 1,315.00 210.40 1,525.40 Field Welds Cromag Materials 4.00 Ea 55.00 220.00 Crossing Ties 16.00 Ea 75.00 1,200.00 2,675.20 428.03 3,103.23 lmmr Pads 16.00 Be 47.00 752 00 Outer Pads 32.00 Ea 21.00 672.00 Studs 64.00 Ea 0.80 51.20 4x10' 0.00 Ea 450.00 0.00 442 0.00 Ea 500.00 0.00 2x10' 0.00 Es 375.00 0.00 2x12 0.00 Ea 410.00 0.00 Coat OfplmdmmL.Amm Contract Place & Compact Asphalt Maintenance of Traffic ! Credit Track Panel Rail Track Ties Fasteners Grossing Materials ( mnmg Tim Q= Knit I13li Total Cost 26.13 Tn 180.00 4,704,00 4.00 Day 300.00 1,200.00 10.00% QW1 Ihk IhIljCmd, Extended Sul QW HUd" Total Credit 2.82 To (312.27) (879.36) (1,623.36) 162.34 (1,461.02) 20.00 Ea (30.00) (600.00) 36.00 Set (4.00) (144.00) 16.00 Ea (10.00) (160.00) (160.00) 16.00 (144.00) REHABU TTATE EXISTING TYPE T- MODMIED GRAD. - RossING 13.69 13.69 STRATTON AVENLr., 272974 -H ' DETAE S OF ESTIMATE 11.27 78.89 Ea 13.93 13.93 Workforce Caleulatrorn Qnty/ Production✓ 12.94 Hours/ Total Total Taal work T=k ih)t Hari maker Haan LAhM EWniit = ComUuct Track Panel 64 Tf 20 3.20 3.20 411.58 271.58 Material Yard 12.94 20.06 Be 12.94 12.94 12.94 20.06 Mobi mawnlMucul C naoli isucn Section I Ls 27.31 42.33 4.00 787.59 568.76 Work Tram Ea 13.69 13.69 82.98 128.62 Be Mamtenance of Traffic I Ls Ea 4.00 164.92 28.45 Supervision Ea 17.33 17.33 34.45 53.40 Be 17.12 Raw" Craning SurSoe 24 Tf 40 0.60 0.60 134.91 101.14 Supervision Seen= Crane Loader Remove/Replace Track Structure 64 Tf 20 3.20 3.20 1,097.85 1,038.73 Supervision Section Crane Loader Welder Work Train Mamtamc Line A Surface Track 300 Tf 50 6.00 6.00 610.08 651.83 Supervision S-ficm8 Gang Reps Crosmg Surface .Section 24 Tf 40 0.60 0.60 134.91 101.14 Came Loader Place Asphalt SUP- 1 is 4.00 164.92 26.45 Damobllltn/Slte Cleanup Section 1 Ls 4.00 574.00 67.48 Total Labor 8c Equipment 4,080.74 2,877.55 Cost QLL`2bbM 1toad11este Section Gang Foreman Laborer Sur6omg Gang Foreman Operator Tamper Operator Laborer Mechanic Crane OP- Loader Operator Welder Welder Helper Material Yard Foremen OP- Laborer Work Train Ccnductcr Other Memtamer Direct Lobar Burden Indirect Labor Burden I 7 1 0 1 0 1 1 I 1 1 1 5 1 1 I 55.00% 0.00% Be 26.60 26.60 26.60 41.23 BE 13.69 13.69 92.58 143.50 Ea 11.27 78.89 Ea 13.93 13.93 39.00 60.45 Ea 12.94 0.00 Ea 13.80 13.80 Be 11.27 11.27 Be 17.45 0.00 Be 12.94 12.94 12.94 20.06 Be 12.94 12.94 12.94 20.06 Be 14.68 14.68 27.31 42.33 Ea 12.63 12.63 Ea 13.69 13.69 82.98 128.62 Be 12.94 12.94 Ea 11.27 56.35 Ea 17.33 17.33 34.45 53.40 Be 17.12 17.12 Ea 14.52 14.52 14.52 22.51 / FLORIDA EAST COAST RAILWAY COMPANY SAINT AUGUSTINE, FLORIDA SEBASTIAN: REHABILITATE EXISTING TYPE T- MODIFIED GRADE CROSSING STRATTON AVENUE, 272974 -H 218139/171 01018_0..rq 06117/94 16:22 CROSSING DESCRIPTION PAVING DESCRIPTION Length of Crossing Surface: 24 If Width (Across Road) 28 Ft Number of Tracks: I EA Length (Along Road) 80 Ft Length of Track Panel: 64 If Projected LiR 3 In AGREEMENT DESCRIPTION GANG DESCRIMON Responsible Patty: City of Sebastian 3 Ft. Pit= Section Agreement Date: 08/30/84 14 Surfacing Gang 14 Division of Responstbn7ity 1 Crane Maintenance of Traffic City I Loader Crowing Surface City Track Materials FEC Track Construction FEC Paving City COST RECAPITULATION 10.00% Salvage Responsible work Iran I.Abw Egaimml Martial SAOLUGi colfinsubw CM& low Elm Construct Track Panel 411.58 271.58 4,191.68 n/a 487.48 nh 5,362.33 FEC MobiaadonNiatcrial Consolidation 787.59 . 588.76 da n/a 137.63 n/a 1,513.98 FEC Maintenance of Traffic 164.92 28.45 n/a 1,200.00 139.34 n/a 1,532.70 City Remove Crossing Surface 134.91 101.14 n4 a/a 23.60 (144.00) 115.65 City Remove/Replace Track/Crossing Structure 1,097.85 1,038.73 da n/a 213.66 (1,461.02) 889.21 FEC Line & Surface Track 610.08 651.83 1,525.40 n/a 278.73 nh 3,066.04 FEC Replace Crowing Surface 134.91 101.14 3,103.23 n/a 333.93 n/a 3,673.21 City Place Asphalt 164.92 28.45 n/a 4,704.00 489.74 n/a 5,387.10 City DemobBirati Sitc Cleanup 574.00 67.48 n/a n/a 64.15 n/a 705.62 FEC Totals: 4,080.74 2,877.55 8,820.32 5,904.00 2,168.26 (1,605.02) 22,245.84 TOTAL PROJECT COST: 22,245.84 926.91 VFt TOTAL COST TO BE BORNE BY FEC: 11,537.18 TOTAL COST TO BE BORNE BY CITY: 10,708.66