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SS9601-CS 950515
,.., SS h6 ol O0 J.M. KENNEDY SURVEY, ABSTRACT NO. 74-1 CITY OF COPPELL DALLAS COUNTY., TEXAS Caeat: JOHN ROBINSON p.c). ROY .RRR541 SECTION II - GRAPEVINE CREEK 1V (SS94-02) Pate Bros Corot. River Valley Ent. J.C. Evans Const. BAR Const.Atkim Bros~ Item Quanity Unit Description BID ITEMS # 3, 5-9, 13-18, 2023, 30, 31, 33-35 & 41 NOT USF~D I 215 L.F. 6" D.I. Pipe 28.07 6,035.05 52.00 11,180.0( 75.0( 16,125.0C 183.00 39,345.0( 61.00 13,115.0( 2 215 L.F. 8" D.I. Pipe 32.47 6,981.05 60.00 12,900.0( 80.00 17.200.0C 206.00 44,290.0( 65.00 13,975.0( 4 13 L.F. 8" Sewer (15') 161.49 2,099.37 42.00 546.0 50.00 650.0~ 77,00 1,001.0~ 54.00 702.0( 10 557 L.F, 12" Sewer (10') 24.55 13,674.35 25.15 14.008,55 55.00 30,635.0~ 38.00 21,166.0( 40.00 22,280.0( 11 1565 L.F. 12~ Sewer(15') 31.52 49,328.8£ 31.50 49,297.5£ 60,0( 93,900.0~ 47.00 73,555,0C 52.00 81,380.0( 12 580 EA 12~ Sewer (20') 40.80 23,664.0( 46.00 26,680.0( 65,0( 37,700.0G 53.00 30,740.0C 64.00 37,120,0( 19 8 EA 4' M.H. 2,597.01 20,776.08 *25.00 '200.0~ 1,500.0( 12,000.0~ 1,850,00 14,800,0C 2,410.00 19,280,0( 24 3 EA 4' Type'S' M.H. 2,419.75 7,259.25 *27.25 '81.75 2,000.0( 6,000,0~ 2,000.00 6,000.0~ 2,470,00 7,410.0( 25 1 EA 5' Type'S' M.H. 2,381.63 2,381.63 '28.00 '28.0~ 3,500.0( 3,500.0~ 3,300.00 3,300.0~ 3,450.00 3,450.0( 26 I L.F, Siphon 16,168.70 16,168.7C 29,500.00 29,500.0~ 17,000,0( 17,000.0G 12,600.00 12,600.0( 19,000.00 19,000.0( 27 316 L,F, 20' Bor~ 155.62 49,175.92 66.00 20,856.0C 145.0( 45,820.0E 128,00 40,448.0C 175.00 55,300.0( 28 316 EA 20" Bore Pipe 22.55 7,125.8C 20.00 6,320.0E 20.0( 6,320.0G 20.00 6,320.0G 12,00 3,792.0( 29 6 S.Y. Abandon M,H. 763,43 4,580.5~ 1,200.00 7,200.0E 500.0( 3,000.0~ 400.00 2,400.0G 200.00 1,200,0( 32 832 S.Y. R&R 8' Paving 59.33 49,362.56 36.00 29.952,0~ 25.0( 20,800,0G 41.00 34,112.0~ 62.00 51,584.0( 36 9 L.F. R&R 6~ RipRap 53.70 483.3~] 55.00 495.0E 45.0 405.00 30.00 270.0G 40.00 360,0( 37 I L.S. Landscaping 3.946.83 3,946.83 4,500.00 4,500.0E 4,000.0( 4,000,00 2,550.00 2,550.0G 1.000.00 1,000,0( 38 2601 L.F. Trench Safety 11.49 29,885.4~ 2.00 5,202.0G 1,0( 2,601.00 3.00 7,803.0G 0.25 650.25 39 1 L.S. Traffic Comrol 2,819.16 2,819.16 5,000.00 5,000.0G 3,000.0( 3,000.00 4.000.00 4,000.0~ 16,700.00 16,700.0( 40 8 EA 4" Services 1,129.27 9,034.16 850.00 6,800.0G 800.0( 6,400.00 465.00 3,720,0G 350.0( 2,800.0~ TOTAL¢OsTll $304,782.08 II $230,7~.80 II $327,056.00 II $348,420.00 * There was an error in the written amount for' bid items # 19, 24 & 25 for River Valley. Per the specifications, the written amount controls. Therefore, the total amount was arrived at using $25.00 not $2500.00; $27.25 not $2725.00; $28.00 not $2800.00 per manhole. SECTION III - BETHEL ROAD SEWER (SS94-02) Total 6" D.I. Pipe 8" D.I. Pipe Sewer (10') Sewer (15) Sewer(lO') Sewer(15') 24.65 12" Sewer (5') 27.44 229.00 52,851.76 BID ITEMS # S, 6, 12-18, 21, 24, 32-34 & 41 NOT 411.60 18.00 270.00 50.00 12' Sewer (10') 23.02 27.00 12" Sewer (15') 4' M.H. 2,031.31 8,250.00 45.00 5' M.H. 4' Drop M.H. 11,619.3~ 5' Drop M.H. 3,898,08 5' Type'S' M.H~ 2,892.29 Siphon 20' Bore 575.11 20' Bore Pipe 338,25 Abandon M.H. Abandon C.O. 405.96 16,0] 768.48 2,500.00 20.00 35.00 240.00 17,500.00 9,525.00 180.00 240.00 R&R 6' RipRap 84.33 590.31 48.00 Landscaping 6,202.61 Trench Safety Traffic Control Traffic Control 7,893.66 4' Services 7,965.36 287.00 9,000.00 TOTnL COSTH$n~e,_*se.?l 345,454.69**[[ $ 631,209.00 $ 565,154.00. $ 531,650.00 $ 546,681,50 I'~a~:.:~ ~.~:~:=:::~a~:a::::~,~:~:~:~:~i~:~:~!~!~ * ~ere w~ ~ e~r in ~e written ~o~t for bid ite~ ff 19, 20, 22, 23 & 25 for River V~ley. ~:=:~:=~E~:=~::~ ~ ~ ~ ~ ~ ~ ~::=:::~ ~ ~::~ ~ ::~~:::::::=~... ' - ~v~ ~ii~=:?=~fi~?=~ :=~:=~=:~$~=.~==~;~:: ~==:=~?::=~==~[Per the ~ntr~t, the written ~o=t controls. ~erefore, the total ~ount w= [[~ ~ ~:~ ~::::::~:: $27.~ not $27~ ~; $29.~ not $2~.~; $31.~ not $31~.~; $39.~ not :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ............... ~.............~ ............. EAST BELTLINE WATER LINE WA 94-01 [~enQuanity Unit Description Engineer's Est. Architectural Saber Developmem H & H Pluml~mg Dural & Sons Atkins Bros. Battson Radich M-CO Constmc6on Ufil6es Equipment Contracting Consuucfion Unit Total Unit Total Unit Total Unit Total Unit Total Unit Total Unit Total Unit Total Unit Total Price Price Price Price Price Price Price Price Price Price Price price Price Price Price Price Price Price I 250/ L.F. 8' PVC 26.00 65,182.~ 24.17 ~0,$94.1! 26.50 56,435.50 23.00 57,661.0( 26.02 ~5,232A4 26.00 ~5,182.00 31.90 79,9~3.3( 34.50 86,491..~ $0.00 125,350.0 2 1178 L.F. 12'PVC 3?.00 43,586.0~ 28.55 53.631.90 29.00 54,162.0~ 33.00 38,8?4.0( 30.21 35,58?.38 41.00 ~8,298.00 39.80 46,884.4( 34.50 40,641.0( 57.00 67,146.00 pipe 3 7 ea. 8' Gate 850.00 5950,00 448.0(] 3136.00 500.00 3500.00 450,00 3150.00 650.00 4550.00 524.0 3668,00 565.00 3955.00 450.00 3150.00 557.00 3899.00 Valve 4 I ea, Rec. 2' 1000.0( 1000.00 451.0~ 451.00 600.00 600.00 *10.00 110.00 750.00 750.00 916.00 916,00 1562.30 1562.30 850.00 850.00 [255,0( 1255.00 sevice 5 235.6 L.F Bore 100.00 ?,3,560.0( 121.67 28,665.45 105.00 24,738.0( 150.00 35,340.0( 142.44 33,558.84 178.00 ¢1,936.8{~ 194.00 45,706.4( 190.00 M,764.00 147.00 34,633.20 6 2 ea. Air 3500.0( 7000.00 832.00 1664.00 1300.00 2600.00 1000.0~ 2000.00 1750.00 3500.00 2225.00 4450.00 1338.3{3 2676.60 1800.0( 3600.00 1205.0( 2410.00 Rel. Valve 7 1 ea. 2'Blow 1000.00 1000.00 1118.0~ 1118.00 500.00 500.00 950.00 950.00 1500.00 1500.00 1178.0~ 1178.00 1356.0( 1356.00 1300.0( 1300.00 1060.0( 1060.00 Off 8 I ea, Fi~ ~500.00 2500.00 1416.0( 1416.00 1600.0(] 1600.00 1850.0( 1850.00 1990.00 1990,00 1309.0(3 1309.00 2008,0( 2008.00 i500.00 1500.00 1940.00 1940.00 Hydrant 9 500 L.f, Temp. 5.00 2500.00 6.60 3300.00 5.00 2500.00 10.00 5000.00 2.35 1175.00 8.00 4000.00 2.20 1100.00 11.50 5750.00 14.00 7000.00 2'lYmc Incidentals 12,722.0~ N/A N/A N/A N/A N/A N/A N/A N/A SECTION I - GRAPEVINE CREEK III (SS94-02) ~ Pate Br~ Const. River Valley Ent. $. C. Evans Const. BAR Const. Item Quanity Unit Description 14 200 L.F. 15' Sewer (10') 28.95 5,790.00 35.0( 7,000.0( 60.00 12,000.0( 51.00 IO,200.OE 15 2570 L.F. 15" Sewer (15') 34.10 87,637,00 42.0( 107,940.0( 65.00 167,050.0( 63,00 161,910.0E 1 16 1094 L.F. 15' Sewer (20') 43.38 47,457,72 51.0( 55,794.0( 70.00 76,580.0( 73.00 79,862.0E 17 230 L.F. 15' Sewer (25') 92.14 21,192.2{] 70.0( 16.100.0( 75.00 17,250.0( 94.00 21,620.0( 93.0E 21,39( 19 5 EA 4' M.H. 2.148.21 10,741.05 *25.0( '125.0( 1,500.00 7;500.0( 1,850.0(] 9,250.0C 2,410.0E 12,050.00 20 8 EA 5' M.H. 3,024.4~ 24,195,2(] 2,800.00 22,400.0( 2,000,00 16,000.0( 3,300.0( 26,400.0( 4,260.0( 34,080.00: 21 I EA 6' M.H. 5,313.5~ 5,313.5~ 3,200.00 3,200.0( 3,000.00 3,000.00! 5,200,0(3 5,200.0( 5,810.0( 5,810.00 23 I EA 5' Drop M,H. 9,727.15 9,727.15 3,800.00 3,800.0( 2,500.00 2,500.00 6,300.0( 6,300.0( 12,190.0( 12,190.00 27 718 L.F. 20' Bore 182,6~ 131,164.24 64.00 45,952.0( 160,00 114,880.00 165.0( 118,470.0( 197,5¢ 141,805.00 28 718 L.F. 20' Bore Pipe 22.5.~ 16,190.0( 20.00 14,360.0( 20.00 14,360.00 19.0( 13,642.0( 12.0( 8,616.00 29 9 EA Abandon M,H. 513.5 4,617.81 1,200.00 10,800.0( 500.00 4,500,00 400.0( 3,600.0( 200.0( 1,800.00 32 12 S.Y. R&R 8' Paving 68.61 823.32 50.00 600.0( 50.00 600.00 35,0( 420.0( 68.0( 816.00 33 188 S.Y. R&R Dwy 62.9~ 11,842.12 38.00 7,144.00 45.00 8,460.00 44.0( 8,272.0( 40.0( 7,520.00 34 835 L.F. 4' Sidewalk 12.81 10,696.3.' 19.00 15,865.00 10.O 8,350.00 9.5( 7,932,5( 15,0( 12,525.00 37 I L.S. Landscaping 11,276.6.' 11,276.6' 12,000,00 12,000.00 10,000,0(] 10,000,00 15,000.0( 15,000.0( 9,000.0( 9,00~ 38 3555 L.F. Trench Safety 6,23 22,325.4( 2,00 7,110,00 1.00 3,555.00 2.5( 8,887.0( 0.251 888,75 39A I L.S. Traffic Control 3,946.8.. 3,946.82 6,000.00 6,000.00 6,000.0~ 6,000.00 6,000.0( 6,000.0( 20,000.00 20,000.00 40 8 EA 4" Services 471.83 3,774.6~ 1,000,00 8,000.00 800.0( 6,400,00 465.0( 3,720.0( 350.00 2,800.00 41 102 L.F. 24" Sewer (30') 144.85 14,774.7( 132.00 13,464.00 150.0(] 15,300.00 67.0( 6,834.0( 154.00 15,708.00 * There was an error in the written amount for bid item # 19 for River Valley. Per the specifications, the written amount controls. Therefore, the total amount was arrived at nsing $25.00 not $2500.00 per manhole.