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ST9601-CS 991026 (2)
Owner: City of Coppall TNP Proj. No.: CPL96164 : Description: Wrangler Drive (Project No, ST 96-01) Date: 10/26/99 UNIT I - ~EC'TK~ 1: PAVING AND DRAJNA~E I-1 Prepare Right.~f-Way LS 1 1 67,000.00 67,000.00 67,000.00 0.00 I-2 Remove Existing Concrete Curb or Concrete Curb & Gutter LF 110 110 2.00 220.00 220.00 0.00 I-3 Undassl~ed Street Excavation CY 4,219 4,219 4.50 18,985.50 18,985.50 0.00 I-4 8" Lime Stabilized Subgrade SY 5,555 5,555 1.50 8,332.50 8,332.50 0.00 I-5 Lime for Subgrade Stabilization TON 85 100 100.0O 8,500.00 10,000.00 1,500.00 38,WS.Y. application rate rather then 3ow/S.Y. I-6 7" Reinforced Concrete Pavement With 6" Integral Curb SY 5,310 5,310 23.50 124,785.00 124,785.00 0.00 I-7 Concrete Street Header LF 110 82.5 5.00 550.00 412.50 (137.50) measured quantity par Contractor I-8 Concrete Paving-Stone Pavement SY 125 115.00 70.00 8,750.00 8,050.00 (700.00 measured quantity par Contractor I-9 3" FNC Conduit Sleeve for Freepart Parkway Intersection LF 120 116 10.00 1,200.00 1,160.00 (40.00) measured quantity par Cormactor --~/ 1-10 Pull Boxes EA 2 2 1,000.00 2,000.00 2,000.00 0.00 I-11 Adjust Existing Water Valve Box to Grade EA 4 4 100.00 400.00 400.00 0.00 1-12 Restore Parkways & Yards - Block Sod (Approx. 575 s.y.) LS 1 0.80 5,000.00 5,000.00 4,000.00 (1,000.00 reduction due to new development 1-13 Restore Parkways &Yards -Hydmmolch (Approx. 2,450 s.y.) LS 1 0.70 5,000.00 5,000.00 3,500.00 (1,500.00) reduction due to new development 1-14 ThermoplastIc 18'StopBars(Type 1) LF 27 27 12.00 324.00 324.00 0.00 1-15 Thermoplastlc Directlonal Arrow Pavement Marking (Type 1) EA 3 2 220.00 660.00 440.00 (220,00) revised to right-turn/~eft-tum only 1-16 Thermoplasttc Word ("ONLY") Pavement Marking (Type 1) EA 1 1 400.00 400.00 400.00 0.00 I-17 Type P-TVV 4' White Non*Reflective Traffic Buttons EA 10 10 4.00 40.00 40.00 0,00 I-18 Type P-15W 4" White ReRective Traffic Buttons EA 10 10 6.00 60.00 60.00 0,00 I-19 Type P-11TY 4" Yellow Double- Reflective Tramc Buttons EA 103 103 8,00 824,00 824.00 0.00 1-20 Roadside Sign Assembly EA 3 3 440.00 1,320.00 1,320.00 0.00 1-21 21" RCP (Class III) · LF 94 270 38.50 3,619,00 10,395.00 6,776.00 increased quantity to accommodate new developmen 1-22 =30"RCP(classlll) LF 118 118 52.50 6,195.00 6,195.00 0.00 1-23 36" RCP (Class III) LF 117 117 70.50 8,248.50 8,248.50 0.00 1-24 42" RCP (Class III) LF 14 14 96.00 1,344.00 1,344.00 0.00 1-25 48" RCP (Class III) LF 295 295 108.50 32,007.50 32,007.50 0.00 1-26 54" RCP (Class III) LF 401 401 133.50 53,533.50 53,533.50 0.00 1-27 60"RCP(ClasslII) LF 18 18 178.50 3,213.00 3,213.00 0.00 1-28 Plug for 30' RCP EA 4 4 152.50 610.00 610.00 0.00 1-29 Remove Top of Exist. Drop Inlet & Construct 4' Sq. SDMH Top EA 1 1 1,400.00 1,400.00 1,400.00 0.00 1-30 4' Square Storm Drain Manhole EA 1 1 1,900.00 1.900.00 1,900.00 0,00 1-31 10' Recessed Curb Inlet EA 1 2 1,900.00 1,900.00 3,800.00 1,900.00 original quantity was Incorrect 1-32 12' Recessed Curb Inlet EA 1 1 2,000.00 2,000.00 2,000.00 0.00 1-33 14' Recessed Curb Inlet EA 3 3 2,100.00 6,300.00 6,300.00 0.00 1-34 Trench Safety for Storm Drain Installation LF 1,057 1,057 1.10 1,162.70 1,162.70 0.00 Subtotal UNIT I - Section 1 377,784.20 384,362~70 6,578.50 UNIT I - SECTION 2: WATER 1-35 12" PVC Water Pipe (DR 14), LF 1,710 1,698 27.00 46, 170.00 45,346.00 (324.00) measured quantity per Contractor 1-36 12" Ductile Iron Water Pipe (Class 51 ), LF 20 20 49.50 990.00 990.00 0.00 1-37 8' PVC Water Pipe (DR 14), LF 60 61 31.50 1,890.00 1,921.50 31.50 measured quantity par Contractor 1-38 8" Ductile Iron Water Pipe (Class 51 ), LF 20 20 40.00 800.00 800.00 0.00 1-39 8" PVC Weter Pipe (DR 14), LF 20 19 29.00 580.00 551.00 (29.00) measured quantity par Contractor 1-40 Ductile Iron Fittings, TON 2.75 1.95 5,250.00 14,437.50 10,237.50 (4,200.00); measured quantity par Contractor 1-41 12'GateValve, EA 3 3 1,600.00 4,800.00 4,800.00 0.00 1-42 8" Gate Valve, EA 2 2 1,125.00 2,250.00 2,250.00 0.00 1-43 6" Gate Valve, EA I 2,925.00 1,950.00 over-run in lieu of Pay Item 11-63 1-44 FIre H)'drant, EA 1 1,800.00 0.00 1-45 Connect to Existing System, EA 6 6,265.00 895.00 measured quantity par Contractor 1-46 Trench Safety for Water Line Installation, LF 1,840 1,977.80 (46.201 measured quantity par Contractor .,Subtotal UNIT I- Section 2 80;'363.80 (1,722.70) -- -- = ~ = ii~i~ $4,855.80 Owner: City of Coppell ' TNP Proj. No.: CPL96164 Description: Wrangler Drive (Project No. ST 96-01 ) , Date: 10126/99 , UNIT II - SECTION 1: PAVING l DRAINAGE I1-1 PrepareRight-of-Way LS 1 I 128,000.00 128,000.00 128,000.00 0.00 11-2 Remove biting Con~'ete Curb or Concrete Curb & Gutter LF 250 250 2,00 500.00 500.00 0.00 11-3 Remove biting Concrete Pavement SY 675 675 4.00 2,700.00 2,700.00 0.00 fi-4 Remove Existing CG'~mte Driveways, Valeys & Sidewalks SY 1,656 1,716 4.00 6,624.00 6,864.00 240,00 ack~onal removal f~' ddveey at Ste. 21 +39.16 1l-5 Remove and Relocate Existing Street Light Assembly EA 1 0 5,000.00 5,000.00 0.00 (5,000.00) item deleted ,.6 Unctassied Street Excavation CY 11,447 11,447 5.75 65,820.25 65,820.25 0.00 11-7 8" Lime Stel;flzed Subgrade SY 19.665 18,775 1.00 19,665.00 18,775.00 (890.00) edjusted quantity baled upon measured quantity for pavement 11.6 LimeforSubgra(loSlabllization TON 295 338 100.00 29,500.00 33,800.00 4,300.00 361WS.Y, applicationreteratherffian301/S.Y. it-9 7" Reinforced Concrete Pavement w/6" Integral Curb SY 18,815 17,925 22.00 413,930.00 394,350.00 ( 19,580.00) measured quantity ~ Contractor I1-10 Concrete Street Header LF 215 215 5.00 1,075,00 1,075.00 0.00 I1-11 6" Rein[ COncrete Driveways, Driveway TransiUOns & Valleys SY 1,696 1,741 27.00 45,792.00 47,007.00 1,215,00 additional driveway pavemerit at Ste. 21+39. 16 - it-12 6" Type 'A' Grade I Fiexil~e Crushed Stone Bose SY 860 796 7.00 6,020.00 5,572.00 (448.00) measured quantity Ic>er Contractor I1-13 2" Type 'B' HMAC for Driveway & Pavement Transition $Y 860 796 12.00 10,320,00 9,552.00 (768.00) measured quantity per Contractor it-t4 2' Type 'D' HMAC for Driveway & Pavement Transition SY 860 796 12.00 10,320.00 9,552.00 (76~.00) measured quantity par Contractor ti-15 4" Reinf. COncrete Sidewalk & Borrler-Free Sidewalks Ramps SF 2,445 2,464 3.00 7,335.00 7,392.00 57.00 measured quantity per Contractor 11-16 Modular Concrete-Block Retaining Wail SF 195 0 25.00 4,875.00 0.00 (4,875.00) item deleted I1-17 Adjust Existing Manhole te Grade EA 9 0 600.00 5,400.00 0.00 (5,400.00) item deleted and replaced w/ExTra Work Item for SSMH Ioweri~ 11-18 AdJust Existlng Water Valve Box EA 22 14 200.00 4,400.00 2,800.00 (1,600.00) measured quantity per Contractor ti-19 Adjust Existing Sanitary Sewer Cleanout to Grade EA 2 2 250.00 500.00 500.00 0.00 ti-20 Adjust Existing Fire Hydrant to i EA 4 6 800.00 3,200.00 4,800.00 1,600.00 over-run in lieu of Pay Item 11-63 11-21 Replace Vehicle Detector Loops LF 400 400 6.00 2,400.00 2,400.00 0.00 tio22 Raconsln~ Existing Betas at Enterprise Drive LS I 0 2,000.00 2,000.00 0.00 (2,000.00) item deleted 11-23 Restore Parkways & Yards - Block SUcl (A, plYox. 9,450 s.y. ) LS 1 0.95 40,000.00 40,000.00 36,000,00 (2,000.00) reduction due to new development ll-24 Restore Parkways & Yards - Hyd,"omulch (Approx. 4,415 s.y.) L6 1 0.30 5,000.00 5,000.00 1,500.00 (3,500.00) reduction due to new development ,-25 Thermoplar~c 18'Stop Bore (Type 1) LF 145 126 12.00 1,740.00 1,512.00 (228.00) measured quantity per Contrector ll-26 Thennopiestic Directio~al Arrow Pavement Marking (Type 1 ) EA 7 7 220.00 1,540.00 1,640.00 0.00 11-27 Thermo~,astic Word ("ONLY") Pavement Manking (Type 1 ) EA 4 4 400.00 1,600.00 1,600.00 0.00 11-28 Type P-/W 4' While Non-Rei~uve Traffic Buttons EA 18 18 4.00 72.00 72.00 0.00 ll-2s TypeP-15VV4"WhlteRefiectiveTrefi~Buttons EA 18 18 6.00 108.00 108.00 0.00 11-30 Type P-11TY 4' Yellow Double Reflective Traffic Buttons EA 375 375 8.00 3,000.00 3,000.00 0.00 11-31 R0adlde Sign As~embty EA 6 6 450.00 2,700.00 2,700.00 0.00 11-32 18" RCP (Class III) LF 216 214 34.50 7.452.00 7,383.00 (69.00) quantity per plans fi-33 21'RCP(Cisss III} LF 116 114 39.00 4,524.00 4,446.00 (78.00) quantity per ptans li.34 24' RCP (Class III) LF 10 10 ~ 71.00 710.00 710.00 0.00 11-35 27' RCP (Class III) LF 263 263 47.00 12,361.50 12.361.00 0.00 11-36 30"RCP(Classlll) LF 187 187; 54.50 10,191.50 10,191.50 0.00 ' 11-37 36" RCP (Class III] LF 66 66 ~ 75.00 4,950.00 4,950.00 0.50 11-38 42"RCP(Classlll) LF 40 55! 96.00 3,840.00 5,280.00 1.440.00 quantity per plane 11-36 4'x3' Concrete BOx Culverl LF 432 430 121.50 52,488.00 52,245.00 (243.00) quantity per plane 11-40 5'x3' Concrete Box Culvert LF 1,298 1,295: 135.50 175,879.00 175,472.50 (406.50) 11-41 6'x3' Concrete BOx Culvert LF 250 250 173.50 43,375.00 43,375.00 0.00 11-42 Doul~e 6'x3' COncrete Box Culvert LF 39 39 342.00 13,338.00 13,338.00 0.00 11-43 4' Square Storm Drain Manhole EA I 1 1,850.00 1,850.00 1,850.00 0.00 11-44 5' Square Storm Drain Manhole EA I I 2,000.00 2,000.00 2,000.00 0.00 11-45 6' Square Drop Inlet EA I I 2,100.00 2,100.00 2,100.00 0.00 11-46 Special 4' Sq. Storm Drain Access MH for BOx Culvert EA 2 2 1,725.00 3,450.00 3,450,00 0.00 ll47 10' Recessed Curb Inlet EA 5 5 1,850.00 9,250.00 9,250.00 0.00 11-48 12' Recessed Curb Inlet EA 5 5 1,950.00 9,750.00 9,750.00 0.00 ~k49 Ptug for 18' RCP EA I I 132.00 132.00 132.00 0.00 11-50 Ptugfor30"RCP EA I I 158.00 158.00 158.00 0.00 11-61 Rug for fx3' Concrete Box Culvert EA 2 0 945.00 1,890.00 0.00 (1,890.00) am deleted 11-62 TrenchSafetyfor6tormDrainlnstellatlon LF 898 909 1.10 987.80 999.90 12.10 quantity par plans 11-53 Trench Safety for Box CuNed Instelietion, LF 2,019 2,014 2.10 ,239.90 4,229.40 (10.501 quantity par plans SuI:~tmalUNITII-Section 1 1,198,052.45 1,155,162.55 (40,889.90) UNIT II · SECTION 2: WATER &SEtNER ADJUSTMENTS 11-54 Adjusffi..ower Existing 12" Water Line - Sis. 9+14 LS I I 4,200.00 4,200.00 4,200.00 0.00 11-55 AdjuaULower Existing 12' Water Line - Ste. 18+00 LS 1 1 3,400.00 3,400.00 3,400.00 0.00 ~11-66 A~:lju¢,LowerExiefl~g12"Wil~Llrt~:Ste. 23+00 LS . 1 3,150.00 3,150.00 0.00 11-69 AdjuslA,owwExlating12'WeterLine-Ste. 31.20 LS I 3,150.00 3,150.00 0.00 I1~0 Adjusl/Lowsr Existing 12" Water Line - Ste. 43+57 LS 1 3,300.00 3,300.00 0.00 11-61 Adjust/Lower Existing 8" Water Line - Sta. 33+00 LS 1 2,000.00 2,000.00 0,00 11-62 Concrete Encase Existing Sanitary Bower LF 15 1,215.00 1,215.00 0,00 11-63 Remove/Relocate Existing Fire Hydrant Assembly EA 6 11,400.00 7,600,00 (3,800.00) replaced w/6" gate vane (I-43) &adjust exist. FH to grade (11-20; 11-64 FIre Hy~Yant EA I 1,600.00 0.00 (1,600.00) pay Item not needed it-65 6' Gate VaNe EA I 685.00 0.00 (685.00) pay item not needed 11-66 Trench Safety for Utility Adjustments LF 390 429.00 0.00, (429.00) pay item not needed Subtotal UNIT II - Section 2 411379.00 ~.~865.00 (6,514.00) Extra Work Items ' Type II 8/8 Pavement Ma~em EA 0 6 12.00 0.00 72.00 72.00 not ~hx~uded in original proposal Lovamg/Re..Coealruc~a~ Existing SSMH'S EA 0 9 1,400.00 0.00 12.600.00 12,600.50 In,~eu of Pay item 11-17 Water Mater RelocatioNA~ustment at Inlet Conflict LS 0 I 1,500.00 0.00 1,500.50 1 ~500.00 TOTAL EXTRA WORK ITEM8 $0.00 $14,112.00 $14,17g.00 TOTAL UNITS I & II (w/Extra Work Items) i~!~i~}I ~ :~