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ST9801-CS 990301 2149202565 Sent by: FREESE & NICHOLS 214g~.565 03/02/99 8/~M Job 649 Page 2/4 CITY nF C.13PPFI 1 COPPELL ROAD WATER, PAVING & DRAINAGE IMPROVEMENTS OPINION OF PROBABLE COST OF CONSTRUCTION DATE: 2/24/1999 PROJECT NUMBER: CPL98447 PREPARED: Kevin C. Young REVIEWED: Tricia Hatley, P.E. Waterline Improvements 1 Mobilization & Demobilization 2 6" C-900, Class 200 DR-14 PVC Pipe 3 8" C-900, Class 200 DR-14 PVC Pipe 4 10" C-900, Class 200 DR-14 PVC Pipe 5 12" C-900, Class 150 DR-14 PVC Pipe 6 16" C-900, Class 150 DR-14 PVC Pipe 7 Ductile Iron Fittings 8 6" Gate Valve & Box 9 8" Gate Valve & Box 10 12" Gate Valve & Box 11 16" Gate Valve & Box 12 2" Air Release Valve 13 Fire Hydrant Assembly & 6" Gate Valve 14 Relocate Existing Fire Hydrant 15 Reconnect Existing Water Services 16 Connect to Existing 8" Waterline 17 Connect to Existing 10" Waterline 18 Connect to Existing 12" Waterline 19 Connect to Existing 16" Waterline 20 Trench Safety for Waterline 21 Temporary 6" HMAC Roadway Material I LS $50.000.00 $50,000 13 LF $20.00 $260 196 LF $25.00 $4.900 4 LF $30.00 $120 5,582 LF $35.00 $195,370 20 LF $50.00 $1,000 3.2 TON $3.000.00 $9.600 I EA $550.00 $550 11 EA $800.00 $8,800 15 EA $2,000.00 $30.000 I EA $3,500.00 $3,500 2 EA $600.00 $1,200 16 EA $1.500.00 $24,000 I EA $750.00 $750 2 EA $250.0O $500 14 EA $700.00 $9.800 2 EA $850.00 $1,700 2 EA $950,00 $1,900 I EA $1,500.00 $1,500 5.977 LF $1.50 $8.966 750 SY $15.00 $11.250 $365,666 Freese and Nichols. Inc. BiddingCostEst.xls 2;'2471999 10:56 AM !i I 2149202565 Sent by: FREESE & NZCHOLS 2149f~.565 03/02/99 8~M Job 649 Page 3/4 ', Paving Improvements 1 Preparation of Right-of-Way I LS 2 Erosion and Sedimentation Control I LS 3 Adjust Existing Water Valve Box to Grade 28 EA 4 Adjust Existing Manhole Rims [o Grade 5 EA 5 Adjust Existing Meter Boxes to Grade 2 EA 6 Unclassified Street Excavation 12,400 CY 7 Compacted Fill 5.060 CY 8 8" Lime-Stabilized Subgrade for Roadway 23,731 SY 9 6" Lime-Stabilized Subgrade for Trail 3,042 SY 10 Lime for Roadway Subgrade 498 TON 11 Lime for Trail Subgrade 64 TON 12 8" Reinforced Concrete Pavement 22,620 SY 13 6" Reinforced Concrete Bike Trail Pavement 2,520 SY 14 4" Reinforced Concrete Sidewalk Pavement 911 SY 15 6" Gravel Driveway Transition 157 SY 16 6" Reinforced Concrete Driveways 362 SY 17 6" Reinf. Dbl. Concrete Driveway w/Stamped Entranc I LS 18 6" Reinforced Concrete Alley Pavement w/Curb 4 SY 19 6" Monolithic Curb I 0,000 LF 20 2" HMAC Type "D" Surface Course 817 SY 21 6" HMAC Type "B" Base Course 81 7 SY 22 3" Sch. 40 PVC Conduit 332 LF 23 Brick Pavers for Bike Trail 242 SY 24 Type I Barrier Free Ramp 2 EA 25 Type I Modified Barrier Free Ramp 6 EA 26 Type II Barrier Free Ramp 6 EA 27 Traffic Control and Barricades I LS 28 Traffic Sign Assembly 16 EA 29 6" Painted Pipe Bollards 4 EA 30 18" Thermoplastic Stop Bars 160 LF 31 4" Yellow Non-reflective Traffic Buttons 2,854 EA 32 4" Yellow Reflective Traffic Buttons 456 EA 33 4" White Non-reflective Traffic Buttons 25 EA 34 4" Blue Reflective Traffic Buttons 17 EA 35 Remove and Dispose of Exist. Metal Beam Guard Rai 130 LF 36 TxDOT PR-1 Railing 613 LF 37 18" RCP Class III 10 LF 38 21" RCP Class Ill 1,403 LF 39 24" RCP Class III 89 LF 40 27" RCP Class III 19 LF $70.000.00 $70.000 $20,000.00 $20.000 $200.00 $5.600 $300.00 $1,500 $200.00 $400 $5.O0 $62,000 $3.00 $15.180 $3.50 $83,059 $2.50 $7.605 S100.00 S49.800 $100.00 $6.400 $30.00 $678.600 $25.00 $63,000 $20.00 $18,220 $15.00 $2.355 $25.00 $9,050 $10.000.00 $10,000 $100.00 $400 $3.00 $30,000 $10.00 $8.170 $20.00 $16,340 $10.00 $3,320 $80.00 $19.360 $600.00 $1.200 $600.00 $3.600 $750.00 $4.500 $40,000.00 $40,000 $250.00 $4.000 $250.00 $1.000 $3.00 $480 $0.50 $1,427 $0.50 $228 $0.50 $13 $0.50 $9 $20.00 $2,600 $65.00 $39,845 $35.00 $350 $40.00 $56.120 $45.00 $4,005 $50.00 $950 Freese and Nichols. Inc. BiddingCostEst.xls 2/2411999 10:56 AM II " ! .......... ! 2149202565 Sent by: FREESE & NICHOLS 214~'~9_565 03/02/99 8/~M Job 649 Page 4/4 41 30" RCP Class Ill 42 96" RCP Class III 43 3 bbl. 10'x6' MBC Cast-In-Place (MC10-2) 44 MBC Straight Wingwalls (FMCW-S1) 45 6" Reinforced Concrete Apron 46 Reinforced Concrete Energy Dissipaters 47 4' Square Standard Storm Drain Manholes 48 10' Recessed Curb Inlet 49 10' Standard Curb Inlet 50 4' Square Drop Inlet with Concrete Apron 51 Earthen Drainage Swate 52 Jack and Bore 24" RCP under Wall 53 Trench Safety for Storm Drain 54 Unclassified Channel Excavation 55 12" Grouted Rock Rip Rap 56 6" Reinforced Concrete Rip Rap 57 Tree Removal and Disposal 58 Tree Removal and Replacement 59 5 Gallon Red Tip Photenia Shrubs 60 Hydromulch Seeding 61 Bermuda Block Sodding 62 Remove and Replace Existing Barbed-Wire Fencing 63 Remove and Replace Exist. Wood Split Rail Fencing 64 Adjust Existing Irrigation Sprinkler Heads to Grade 65 96" RCP Sloped End Treatment 853 35 299 14 50 6 5 15 1 1 430 6 2,708 560 1,176 376 142 25 15 10,288 8,620 2.076 190 20 1 LF $55.00 $46,915 LF $20O.OO $7,O00 LF $1,000.00 $299,000 CY $1,500.00 $21,000 SY $50.00 $2,500 EA $1,200.00 $7,200 EA $1,500.00 $7,500 EA $1,300.00 $19.500 E.A $1.200,00 $1,200 EA $2,000.00 $2,000 LF $20.00 $8,600 LF $100.00 $600 LF $2.00 $5,416 CY $5,00 $2.800 SY $35.00 $41,160 SY $30.00 $11,280 EA $250.00 $35,500 EA $350.00 $8,750 EA $100.00 $1,500 SY $0.50 $5,144 SY $2.50 $21,550 LF $3.50 $7.266 LF $5.00 $950 EA $200.00 $4,000 EA $1.500.00 $1.500 Sub-Total Construction 20% Contingency Total Construction $2,276,181 $455,936 $2,731,417 Freese and Nichols. Inc. BiddingCostEst.xls 2/24/1999 10:56 AM