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ST9601-CS 980421 CONCEPTUAL ~ PRELIMINARY (Early Design) FINAL (Pre-Bid) X Owner: City of Coppell TNP Proj. No,: CPL96164 Description: Wrangler Drive (Project No. ST 96-01 ) Date: 04/20/98 III=M ...... NO. DESCRIPTION OF ITEM QUANTITY UNIT UNIT PRICE COST UNIT I - SECTION 1: PAVING AND DRAINAGE I-1 Prepare Right-of-Way I LS 10,000.00 10,000.00 I-2 Remove Existing Concrete Curb or Concrete Curb &Gutter 110 LF 5.00 550.00 I-3 Unclassifled Street Excavation 4219 CY 7.00 29,533.00 I-4 8" Lime Stabilized Subgrade 5555 SY 2.00 11,110.00 I-5 Lime for Subgrade Stabilization 85 TON 100.00 6,500.00 I-6 7" Reinforced Concrete Pavement With 6" Integral Curb 5310 SY 25.00 132,750.00 I-7 Concrete Street Header 110 LF 20.00 2,200.00 I-8 Concrete Paving-Stone Pavement 125 SY 60.00 7,500.00 1-9 3" PVC Conduit Sleeve for Freeport Parkway Intersection 120 LF 10.00 1,200.00 1-10 Puff Boxes 2 EA 150.00 300.00 I-11 Adjust Existing Water Valve Box to Grade 4 EA 200.00 600.00 I-12 Restore Parkways & Yards - Block Sod (Approx. 575 s.y. ) 1 LS 3,500.00 3,500.00 1-13 Restore Parkways & Yards -Hydromulch (Apprex. 2,450 s.y.) 1 LS 5,500.00 5,500.00 1-14 Thermoplastic 18" Stop Bars (Type 1) 27 LF 8.00 216.00 1-15 Thermoplastic Directional Arrow Pavement Marking (Type 1) 3 EA 200.00 600.00 1-16 Thermoplastic Word ("ONLY") Pavement Marking (Type 1 ) I EA 200.00 200.00 I-17 Type P-7W 4" White Non-Reflective Traffic Buttons 10 EA 3.00 30.00 1-18 Type P-15W 4" White Reflective Traffic Buttons 10 EA 5.00 50.00 1-19 Type P-117Y 4" Yellow Double- Reflective Traffic Buttons 103 EA 5.00 515.00 1-20 Roadside Sign Assembly 3 EA 500.00 1,500.00 1-21 21" RCP (Class III) 94 LF 50.00 4,700.00 1-22 30" RCP (Class III) 118 LF 65.00 7,670.00 1-23 36" RCP (Class III) 117 LF 65.00 9,945.00 1-24 42" RCP (Class III) 14 LF 100.00 1,400.00 1-25 48" RCP (Class III) 295 LF 130.00 38,350.00 1-26 54" RCP (Class III) 401 LF 180.00 72,180.00 1-27 60- RCP (Class III) 18 LF 210.00 3,780.00 1-28 Plug for 30" RCP 4 EA 400.00 1,600.00 1-29 Remove Top of Exist. Drop Inlet & Construct 4' Sq. SDMH Top I EA 3,000.00 3,000.00 1-30 4' Square Storm Drain Manhole 1 EA 2,750.00 2,750.00 1-31 10' Recessed Curb Inlet 1 EA 2,500.00 2,500.00 1-32 12' Recessed Curb Inlet I EA 3,000.00 3,000.00 1-33 14' Recessed Curb Inlet 3 EA 3,500.00 10,500.00 1-34 Trench Safety for Storm Drain Installation 1057 LF 2.00 2,114.00 Subtotal UNIT I - Sealion I 380,043.00 UNIT I - SECTION 2: WATER 1-35 12" PVC Water Pipe (DR 14), 785 LF 35.00 27,475.00 1-36 12" Ductile iron Water Pipe (Class 51 ), 20 LF 45.00 900.00 1-37 8" PVC Water Pipe (DR 14), 40 LF 30.00 1,200.00 1-38 8" Ductile Iron Water Pipe (Class 51 ), 20 LF 35.00 700.00 1-39 6" PVC Water Pipe (DR 14), 10 LF 25.00 250.00 1-40 Ductile Iron Fittings, 1.5 TON 3,000.00 4,500.00 1-41 12" Gate Valve, 1 EA 1,200.00 1,200.00 1-42 8" Gate Valve, 1 EA 600.00 800.00 1-43 6" Gate Valve, 1 EA 600.00 600.00 1-44 Fire Hydrant, 1 EA 2,000.00 2,000.00 1-45 Connect to Existing System, 2 EA 1,000.00 2,000.00 1-46 Trench Safety for Water Line Installation, 885 LF 2.00 1,770.00 Subtotal UNIT I - Section 2 43,395.00 SUBYOTAL- UNIT ! (SeCtions I & 2) $423,438.00 CONCEPTUAL PRELIMINARY (Early Design) FINAL (Pra-Bid) X Owner: City of Coppell TNP Proj. No.: CPL96164 Description: Wrangler Drive (Project No. ST 96-01 ) Date: 04/20/98 ITEM DESCRIPTION OF ITEM QUANTITY UNIT UNIT PRICE COST NO. UNIT II - SECTION 1: PAVING & DRAINAGE I1-1 Prepare Right-of-Way 1 LS 75,000.00 75,000.00 11-2 Remove Existing Concrete Curb or Concrete Curb &Gutter 250 LF 5.00 1,250.00 11-3 Remove Existing Concrete Pavement 675 SY 9.00 6,075.00 11-4 Remove Existing Concrete Driveways, Valleys & Sidewalks 1,605 SY 7.00 11,235.00 11-5 Remove and Relocate Existing Street Light Assembly 1 EA 1,750.00 1,750.00 11-6 Unclassified Street Excavation 11,447 CY 9.00 103,023.00 11-7 8" Lime Stabilized Subgrade 19,665 SY 2.00 39,330.00 11-6 Lime for Subgrade Stabilization 295 TON 100.00 29,500.00 11-9 7" Reinforced Concrete Pavement w/6" Integral Curb 18,815 SY 25.00 470,375.00 I1-10 Concrete Street Header 215 LF 20.00 4,300.00 I1-11 6" Reinf. Concrete Driveways, Ddveway Transitions &Valleys 1,645 SY 30.00 49,350.00 11-12 6" Type 'A' Grade 1 Flexible Crushed Stone Base 475 SY 35.00 16,625.00 I1-13 2" Type 'B' HMAC for Driveway &Pavement Transition 475 SY 15.00 7,125.00 I1-14 2" Type 'D' HMAC for Driveway &Pavement Transition 475 SY 15.00 7,125.00 I1-15 4" Reinf. Concrete Sidewalk & Barrier-Free Sidewalks Ramps 2,445 SF 4.00 9,780.00 11-16 Modular Concrete-Block Retaining Wall 195 SF 40.00 7,800.00 I1-17 Adjust Existing Manhole to Grade 9 EA 400.00 3,600.00 11-18 Adjust Existing Water Valve Box 22 EA 200.00 4,400.00 I1-19 Adjust Existing Sanitary Sewer Cleanout to Grade 2 EA 200.00 400.00 11-20 Adjust Existing Fire Hydrant to Grade 4 EA 400.00 1,600,00 11-21 Adjust Existing Gas Valve Box to Grade 1 EA 300.00 300.00 11-22 Reconstruct Existing Berms at Enterprise Ddve 1 LS 10,000.00 10,000.00 11-23 Restore Parkways & Yards - Block Sod (Approx, 9,450 s.y.) 1 LS 55,000.00 55,000.00 11-24 Restore Parkways &Yards - Hydremulch (Approx. 4,475 s.y.) 1 LS 10,000.00 10,000.00 11-25 Thermoplastic 18" Stop Bars (Type 1) 145 LF 8.00 1,160.00 11-26 Thermoplastic Directional Arrow Pavement Marking (Type 1 ) 7 EA 200.00 1,400.00 11-27 Thermoplastic Word ("ONLY") Pavement Marking (Type 1 ) 4 EA 200.00 800.00 11-28 Type P-7W 4" White Non-Relfective Traffic Buttons 18 EA 3.00 54.00 11-29 Type P-15W 4" White Reflective Traffic Buttons 18 EA 5.00 90.00 11-30 Type P-117Y 4" Yellow Double Reflective Traffic Buttons 375 EA 5.00 1,875.00 11-31 Roadside Sign Assembly 6 EA 500.00 3,000,00 11-32 18" RCP (Class III) 216 LF 45.00 9,720.00 11-33 21" RCP (Class III) 116 LF 50.00 5,800.00 11-34 24" RCP (Class III) 10 LF 55.00 550.00 11-35 27" RCP (Class Ill) 263 LF 60.00 15,780.00 11-36 30" RCP (Class III) 187 LF 65.00 12,155.00 11-37 36" RCP (Class Ill) 66 LF 85.00 5,610.00 11-38 42- RCP (Class III) 40 LF 100.00 4,000.00 11-39 4'x3' Concrete Box Culvert 432 LF 135.00 58,320.00 11-40 5'x3' Concrete Box Culvert 1,298 LF 170.00 220,660.00 11-41 6'x3' Concrete Box Culvert 250 LF 190.00 47,500.00 11-42 Double 6'x3' Concrete Box Culvert 39 LF 300.00 11,700.00 11-43 4' Square Storm Drain Manhole I EA 2,750.00 2,750.00 11-44 5' Square Storm Drain Manhole 1 EA 3,250.00 3,250.00 11-45 6' Square Drop Inlet 1 EA 4,500.00 4,500.00 11-46 Spedal 4' Sq. Storm Drain Access MH for Box Culvert 2 EA 2,000.00 4,000.00 11-47 10' Recessed Curb Inlet 5 EA 2,500.00 12,500.00 11-48 12' Recessed Curb Inlet 5 EA 3,000,00 15,000.00 11-49 Plug for 18" RCP 1 EA 200.00 200.00 11-50 Plug for 30" RCP 1 EA 400.00 400.00 11-51 Plug for 6'x3' Concrete Box Culvert 2 EA 1,000.00 2,000.00 11-52 Trench Safety for Storm Drain Installation 898 LF 2.00 1,796.00 11-53 Trench Safety for Box Culvert Installation, 2,019 LF 5.00 10,095.00 Subtotal UNIT II - Section I 1,381,608.00 UNIT II - SECTION 2: WATER & SEWER ADJUSTMENTS 11-54 Adjust/Lower Existing 12" Water Line - Sta. 9+14 I LS 5,000.00 5,000.00 11-55 Adjust/Lower Existing 12" Water Line - Sta. 18+00 I LS 5,000.00 5,000.00 11-56 Adjust/Lower Existing 12" Water Line - Sta. 23+00 I LS 5,000.00 5,000.00 11-57 Adjust/Lower Existing 12" Water Line - Sta. 28+00 I LS 5,000.00 5,000.00 11-58 Adjust/Lower Existing 12" Water Line - Sta. 29+65 I LS 5,000.00 5,000.130 11-59 Adjust/Lower Existing 12" Water Line - Sta. 37+20 1 LS 5,000.00 5,000.00 11-60 Adjust/Lower Existing 12" Water Line - Sta. 43+57 1 LS 5,000.00 5,000.00 11-61 Adjust/Lower Existing 8" Water Line - Sta. 33+00 1 LS 5,000.00 5,000.00 11-62 Concrete Encase Existing Sanitary Sewer 15 LF 50,00 750.00 11-63 Remove/Relocate Existing Fire Hydrant Assembly 4 EA 1,000.00 4,000.00 11-64 Fire Hydrant 1 EA 2,000.00 2,000.00 11-65 6" Gate Valve 1 EA 600.00 600.00 11-66 Trench Safety for Utility Adjustments 390 LF 1.00 390.00 Subtotal UNIT II - ection 2 47,740,00 Prepared By. .,' ~_~ Reviewed & A proved /"" · · AL =UNI~S=.I. & ~!1. . $~,8~2,786.00