Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
R2004-147 09-13-04
RESOLUTION NO. R2004-147 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, AWARDING A BID FOR CONSTRUCTION SERVICES ASSOCIATED WITH THE DIXIE FARM ROAD '16" WATER LINE PROJECT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That the City opened bids for construction services associated with the Dixie Farm Road 16" Water Line Project, and such bids have been reviewed and tabulated. Section 2. That the City Council hereby awards the bid to Haddock Construction Company, in the amount of $1,659,751.50. Section 3. The City Manager or his designee is hereby authorized to execute a contract for construction services associated with the Dixie Farm Road 16" Water Line Project. PASSED, APPROVED and ADOPTED this the i3th day of September , A.D., 2004. ATTEST: APPROVED AS TO FORM: DARRIN M. GOKER CITY Al-I-ORl'q EY TOM REID MAYOR Freese Nicho s, nc. Engineers Environmental Sdentists Architects 2010 East Broadway Pear[and, TX 77581~5502 281/485-2404 281/485-4322 fax www. freese.com August 27, 2004 FNI 03-291 Mr. Joe Wertz Project Director City of Pearland 3519 Liberty Drive Pearland, Texas 77581 Re: Dixie Farm Road 16" Water Transmission Dear Joe: On August 24, 2004, twelve (12) bids were opened for the referenced project. Bids were checked and tabulated. The low bidder is Haddock Construction Company with a bid of $1,659,751.50. Enclosed are five (5) copies of bid tabulation sheet. Haddock Construction Company is a responsive and responsible company with experience in this type of work. We have worked with them on previous City of Pearland projects, most recently the Pearland P~irkway's 16" Water Transmission line. We recommend award of this contract to Haddock Construction Company, 3720 County Road 48, Rosharon, Texas 77583, (281) 489-2828. We are looking forward to the successful implementation of this project. Please call me if I can be of service to you. Sincerely, Mehran (Ron) Bavarian, P.E. Associate Houston Area Manager Attachment: MB :plp T:PRL03291 \Wertz4.doc BID TABULATION CITY OF PEARLAND DIXIE FARM ROAD WATER TRANSMISSION LINE IMPROVEMENTS BID B 20044373 Bids Opened: 08-24-04 Prepared By Freese & Nichols FNI No. 03-291 SECTION "A" - PLAN SET 1 (MARY'S CREEK BYPASS TO LONGWOOD WWTP) ITEM NO. ITEM DESCRIPTION UNIT BID QUANTITY 1 Mobilization LS 1.00 2 Site Preparation, Including Clearing & Grubbing AC 6.00 3 16" incl. PVC Excavaton, C 905) Bedding, Water & Backfill, Main in (DR 18, Open Cut LF 7,500.00 4 16" PVC 18, C 905) Water Main in (DR uncased Bore Hole LF 1,130.00 5 8" PVC incl. in Open Excavation, (DR 18, C 900) Bedding, Water Main & Backfill, LF 415.00 Cut 6 8" PVC (DR 18, C 900) Water Main in uncased Bore Hole LF 241.0 7 Fire Hydrant w/ 6" PVC Lead w/ Restraints EA 18.0 8 16" Gate Valve with Box (MJ w/ Restraints) EA 7.0 9 8" Gate Valve with Box (MJ w/ Restraints) EA 9.0 10 6" Gate Valve with Box (MJ w/ Restraints) EA 17.0 11 16" x 8" Cross (MJ w/ Restraints) EA 1.0 12 16" x 16" x 8" Tee (MJ w/ Restraints) EA 7.0 13 16" x 16" x 6" Tee (MJ w/ Restraints) EA 17.0 14 16" - 45° Bend (MJ w/ Restraints) EA 1.0 15 16" - 22-1/2° Bend (MJ w/ Restraints) EA 1.0 16 16" - 11-1/4° Bend (MJ w/ Restraints) EA 3.0 17 16° Plug & Clamp EA 1.0 18 8" Plug & Clamp EA 1.0 19 16" T.S. & V. with Box EA 1.0 20 8" - AC to PVC Adapter EA 2.0 1 Haddock Construction Co., Inc. UNIT PRICE AMOUNT $4,000.00 $4,000.00 $2,500.00 $15,000.00 $42.50 $318,750.00 $67.00 $75,710.00 $26.00 $10,790.00 $40.50 $9,760.50 $1,900.00 $34,200.00 $4,500.00 $31,500.00 $800.00 $7,200.00 $600.00 $10,200.00 $1,250.00 $1,250.00 $900.00 $6,300.00 $870.00 $14,790.00 $950.00 $950.00 $950.00 $950.00 $920.00 $2,760.00 $415.00 $415.00 $120.00 $120.00 $16,500.00 $16,500.00 $285.00 $570.00 2 Triple B Services, L.L.P. UNIT PRICE AMOUNT $2,400.00 $2,400.00 $3,000.00 $18,000.00 $40.50 $303,750.00 $96.00 $108,480.00 $18.00 $7,470.00 $59.00 $14,219.00 $1,640.00 $29,520.00 $5,400.00 $37,800.00 $750.00 $6,750.00 $550.00 $9,350.00 $1,950.00 $1,950.00 $1,500.00 $10,500.00 $1,470.00 $24,990.00 $1,160.00 $1,160100 $1,180.00 $1,180.00 $1,200.00 $3,600.00 $460.00 $460.00 $80.00 $80.00 $15,250.00 $15,250.00 $40.00 $80.00 3 Reddico Construction Co., Inc. UNIT PRICE AMOUNT $56,430.00 $56,430.00 $4,700.00 $28,200.00 $39.00 $292,500.00 $82.00 $92,660.00 $28.00 $11,620.00 $55.00 $13,255.00 $2,100.00 $37,800.00 $4,530.00 $31,710.00 $840.00 $7,560.00 $575.00 $9,775.00 $1,575.00 $1,575.00 $1,200.00 $8,400.00 $1,175.00 $19,975.00 $980.00 $980.00 $980.00 $980.00 $1,000.00 $3,000.00 $500.00 $500.00 $130.00 $130.00 $16,925.00 $16,925.00 $260.00 $520.00 4 Calco Contracting, Ltd. UNIT PRICE I AMOUNT $39,000.00 $39,000.00 $6,300.00 $37,800.00 $46.00 $345,000.00 $86.00 $97,180.00 $93.00 $38,595.00 $111.00 $26,751.00 $1,772.00 $31,896.00 $4,843.00 $33,901.00 $722.00 $6,498.00 $483.00 $8,211.00 $1,256.00 $1,256.00 $961.00 $6,727.00 $936.00 $15,912.00 $750.00 $750.00 $750.00 $750.00 $769.00 $2,307.00 $569.00 $569.00 $232.00 $232.00 $21,600.00 $21,600.00 $38.00 $76.00 SECTION "A" - PLAN SET 1 (MARY'S CREEK BYPASS TO LONGWOOD WWTP) ITEM NO. ITEM DESCRIPTION UNIT QUANTITY BID 21 8" - 45° Bend (MJ w/ Restraints) EA 8.0 22 8" - 22-1/2° Bend (MJ w/ Restraints) EA 1.0' 23 Remove Exist. & Connect to Exist. Plug 8" Water Line EA 1.0 24 Cut & Plug Existing 8" Water Line EA 20.0 25 Cut & Tie-in to Existing 8" Water Line EA 5.0 26 Remove Existing Blow Off Assembly and tie -into 8" Water Line EA 1.0 27 Remove Plug and Connect to Exist 16" W.L. EA 1.0 28 Cut 6" W.L. & 16" x 6" Tee EA 1.0 Plug 29 Remove Exist 8" T.S. & Valve & tie into Prop 16" W.L. Using Approx 40 LF of 8" Welded Steel Pipe Section w/4-45°(or 90°) Welded Bends and 8" STL-PVC Adapter, & Restraints, etc. as Shown in at approx. Sta. 20+42 Plans (Salvage TS&V to City) LS 1.0 30 Welded Steel aenal Crossing at Mary's Creek w/ all 16" Steel Pipe, Fittings, Adapters, 2" Comb. AirNacuum valve, Piling, Conc. Caps, Supports, Barners, Coatings, etc., as Shown in Plans LS 1.0 31 Remove Existing Fire Hydrant & Valve Assembly, Clean and Salvage to City 1 EA 8.0 32 Remove Valve(all Sizes), Clean and Salvage to City EA 10.0 33 Remove 4' Wide Concrete Sidewalk 1 SF 900.0 34 Place 6' wide Concrete Sidewalk j SF 1200.0 35 Trench Safety LF 8,000.0 36 Filter Fabric Fence I. Install & Remove LF 8300.0 37 Construction Exit Type 1 - Install & Remove SY 400.0 38 1" Poly. Service Line, incl. Bore Under Roadway, & Corp. Stop. Fittings, Long Side EA 15.0 Short Side EA 8.0 39 Traffic Control Dunng Construction LS 1.0 40 Site Restoration including clean-up, necessary ditch regrading, sodding and hydromulching LS 1.0 SUBTOTAL SECTION "A" - PLAN SET 1 1 Haddock Construction Co., Inc. UNIT PRICE AMOUNT $350.00 $2,800.00 $350.00 $350.00 $800.00 $800.00I $620.00 $12,400.00 $1,270.00 $6,350.00 $470.00 $470.00 $2,100.00 $2,100.00. $600.00 $600.00 $6,600.00 $6,600.00 $45,000.00 $45,000.00 $450.00 $3,600.00 $300.00 $3,000.00 $4.00 $3,600.00. $4.25 $5,100.00 $2.00 $16,000.00 $3.00 $24,900.00 $36.00 $14,400.00 $1,050.00 $15,750.00 $650.00 $5,200.00 $30,000.00 $30,000.00 $25,000.00 $25,000.00 $785,735.50 2 Triple B Services, L.L.P. UNIT PRICE AMOUNT $290.00 $2,320.00 $290.00 $290.00 $350.00 $350.00 $230.00 $4,600.00 $460.00 $2,300.00 $570.00 $570.00 $1,290.00 $1,290.00 $200.00 $200.00 $4,200.00 $4,200.00 $68,300.00 $68,300.00 $180.00 $1,440.00 $180.00 $1,800.00 $0.60 $540.00 $3.80, $4,560.00 $0.15 $1,200.00 $1.20 $9,960.00 $8.40 $3,360.00 $920.00 $13,800.00 $460.00 $3,680.00 $14,300.00 $14,300.00 $30,100.00 $30,100.00 $766,149.00 3 Reddico Construction Co., Inc. UNIT PRICE AMOUNT $275.00 $2,200.00 $275.00 $275.00 $500.00 $500.00 $400.00 $8,000.00 $3,200.00 $16,000.00 $500.00 $500.00 $1,640.00 $1,640.00 $400.00 $400.00 $4,600.00 $4,600.00 $60,000.00 $60,000.00 $380.00 $3,040.00 $160.00 $1,600.00 $0.70 $630.00 $4.20 $5,040.00 $0.25 $2,000.00 $1.60 $13,280.00 $16.00 $6,400.00 $1,130.00 $16,950.00 $500.00 $4,000.00 $21,660.00 $21,660.00 $66,400.00 $66,400.00 $869,610.00 4 Calco Contracting, Ltd. UNIT PRICE 1 AMOUNT $206.00 $1,648.00L $208.00 $208.00 $542 00 $542.00 $717.00 $14,340.00 $898.00 $4,490.00 $508.00 $508.00 $1,498.00 $1,498.00 $43.00 $43.00 $5,960.00 $5,960.00 $78,000.00 $78,000.00 $431.00 $3,448.00 $331.00 $3,310.00 $1.90 $1,710.00 $4.60 $5,520.00 $0.70 $5,600.00 $1.00 $8,300.00 $14.00 $5,600.00 $1,093.00 $16,395.00 $737.00 $5,896.00 $16,000.00 $16,000.00 $17,000.00 $17,000.00 $911,027.00 SECTION "B" - PLANT SET 2 (S.H. 35 TO MARY'S CREEK BYPASS) ITEM NO. ITEM DESCRIPTION UNIT QUANTITY BID 1 Mobilization LS 1.0 2 Site Preparartion including Cleanng & Grubbing AC 6.0 3 16" incl. PVC (DR 18, Excavaton, C 905) Bedding, Water & Backfill, Main in Open Cut LF 9250.0 4 16" PVC (DR 18, C 905) Water Main in uncased Bore Hole LF 685.0 5 16" PVC (DR 18, C 905) Water Main Main in 24" Diam. - 1/4" thick Steel Cased Bore LF 100.0 Hole. 6 Fire Hydrant w/ 6" PVC Lead w/ Restraints EA 20.0 16 Gate Valve with Box (MJ w/ Restraints) EA 12.0 7 8 1 10" Gate Valve with Box (MJ w/ Restraints) EA 1.0 9 8" Gate Valve with Box (MJ w/ Restraints) EA 1.0 10 6" Gate Valve with Box (MJ w/ Restraints) EA 22.0 11 16" x 16" x 16" Tee (MJ w/ Restraints) EA 1.0 12 16" x 16" x 10" Tee (MJ w/ Restraints) EA 1.0 13 16" x 16" x 8" Tee (MJ w/ Restraints) EA 1.0 14 16" x 16" x 6" Tee (MJ w/ Restraints) EA 22.0 15 6" - 90° Bend (MJ w/ Restraints) EA 20.0 16 16" Plug & Clamp on New 16" Water Line EA 1.0 17 Cut & Plug Exist. 16" Water Line EA . 25.0 18 Cut & Plug Exist 6" Water Line EA 10.0 19 Welded Steel w/ all 16" Steel 2" Comb. Air/vacuum Crossing Pipe , at Cowart's Creek Adapters, Piling, Conc. Fittings, Valve, Caps, Supports, Barners, Coatings, etc. as Shown in LS 1.0 Plans 1 Haddock Construction Co., Inc. UNIT PRICE AMOUNT i $1.00 $1.00 $2,500.00 $15,000.00 $42.50 $393,125.00 $67.00' $45,895.00 $130.00, $13,000.00 $1,900.00 $38,000.00 $4,500.00 $54,000.00 $1,300.00 $1,300.00 $800.00 $800.00 $550.00 $12,100.00 $1,200.00 $1,200.00 $1,150.00 $1,150.00 $1,050.00 $1,050.00 $1,050.00 $23,100.00 $400.00 $8,000.00 $375.00 $375,00 $850.00 $21,250.00 $100.00 $1,000.00 $40,000.00 $40,000.00 2 Triple B Services, L.L.P. UNIT PRICE AMOUNT $2,400.00 $2,400.00 $18,000.00 $3,000.00 $40.00 $370,000.00 $103.00 $70,555.00 $181.00 $18,100.00 $1,520.00 $30,400.00 $5,400.00 $64,800.00 $1,450.00 $1,450.00 $770.00 $770.00 $665.00 $14,630,00 $1,900.00 $1,900.00 $1,650.00 $1,650.00 $1,500.00 $1,500.00 $1,475.00 $32,450.00 $220.00 $4,400.00 $460.00 $460.00 $670.00 $16,750.00 $210.00 $2,100.00 $68,300.00 $68,300.00 3 Reddico Construction Co., Inc. UNIT PRICE AMOUNT $56,430.00 $56,430.00 $4,700.00 $28,200.00 $39.00 $360,750.00 $82.00 $56,170.00 $215.00 $21,500.00 $2,100.00 $42,000.00 $4,530.00 $54,360.00 $1,200.00 $1,200.00 $840.00 $840.00 $575.00 $12,650.00 $1,630.00 $1,630.00 $1,230.00 $1,230.00 $1,185.00 $1,185.00 $1,175.00 $25,850.00 $340.00 $6,800.00 $600.00 $600.00 $950.00 $23,750.00 $300.00 $3,000.00 $67,160.00 $67,160.00 4 Calco Contracting, Ltd. UNIT PRICE AMOUNT $39,000.00 $39,000.00 $6,300.00 $37,800.00, $41.00 $379,250.00 $90.00 $61,650.00 $365.00 $36,500.00 $1,770.00 $35,400.00 $4,893.00 $58,716.00 $1,247.00 $1,247.00 $722.00 $722.00 $482.00 $10,604.00 $1,206.00 $1,206.00 $1,052.00 $1,052.00 $961.00 $961.00 - $936.00 $20,592.00 $839.00 $16,780.00 $404.00 $404.00 $1,254.00 $31,350.00 $525.00 $5,250.00 $67,000.00 $67,000.00 SECTION "B" - PLANT SET 2 (S.H. 35 TO MARY'S CREEK BYPASS) ITEM NO. ITEM DESCRIPTION UNIT BID QUANTITY 20 Welded Steel Crossing at Mary's Creek By- pass w/ all 16" Steel Pipe, Fittings, Adapters, 2" Comb. Air/vacuum Valve, Piling, Conc. Caps, Supports, Barriers, Coatings, etc., as Shown in Plans LS 1.0 21 Remove Exist 6" T.S. & Valve & Tie in to Prop 16" W.L. Using Approx 50 LF of 6" Welded Steel Section w/4-45°(or 90°) Pipe Welded Bends and 6" STL-PVC adapters & Restraints at Approx Station 65+71 LS 1.0 22 Remove Exist 8" T.S. & Valve & in to Tie Prop 16" W.L. Using Approx 50 LF of 8" Welded Steel Pipe Section w/4-45°(or 90°) Welded Bends and 8" STL-PVC adapters & Restraints at Approx Station 73+00 (Salvage TS&V to City) LS 1.0 23 Remove Exist 10" T.S. & Valve & in to Prop. Tie 16" W.L. Using Approx 50 LF of 10" Welded Steel Pipe Section w/4-45°(or 90°) Welded Bends and 10" STL-PVC adapters & Restraints at Approx Station 81+54 (Salvage TS&V to City) LS 1.0 24 Remove Exist 6" T.S. & Valve & Tie in to Prop, 16" W.L. Using Approx 35 LF of 6 Welded Steel Pipe Section w/4-45°(or 90°) Welded Bends and 6" STL-PVC adapters & Restraints at Approx Station 88+70 (Salvage TS&V to City) LS 1.0 25 16" Water Line in 24° PVC Casing w/Sealed Ends LF 20.0 26 Remove Existing Fire Hydrant & Valves Assembly, Clean & Salvage to City EA 15.0 27 Remove Valve(all Sizes), Clean & Salvage to City EA 15.0 28 1" Poly. Service Line, incl. Bore Under Roadway, Fittings, & Corp. Stop. Long Side EA 3.0 Short Side EA 8.0 29 Trench Safety LF 9,300.0 30 Filter Fabric Fence (Install & Remove) LF 9400.0 31 Construction Exit Type 1 - (Install & Remove) SY 400.0 32 Traffic Control During Construction LS 1.0 33 Site Restoration including clean-up, necessary ditch regrading, sodding and hydromulching LS 1.0 SUBTOTAL SECTION "B" - PLAN SET 2 1 Haddock Construction Co., Inc. ■M AMOUNT $40,000,00 $40,000.00 $6,200.00 $6,200.00 $6,900.00 $6,900.00 $7,000.00 $7,000.00 $5,900.00 $5,900.00 $150.00 $3,000.00 $450.00 $6,750.00 $300.00 $4,500.00 $1,050.00 $3,150.00 $625.00 $5,000.00 $1.90 $17,670.00 $3.00 $28,200.00 $36.00 $14,400,00 $2,000.00 $2,000.00 $3,000.00 $3,000.00 $824,016.00 2 Triple B Services, L.L.P. UNIT PRICE AMOUNT $68,300.00 $68,300.00 $3,875.00 $3,875.00 $5,150.00$5,150.00 $6,200.00 $6,200.00 $2,925.00 $2,925.00 $215.00 $4,300.00 $180.00 $2,700.00 $180.00 $2,700.00 $1,392.00 $4,176.00 $460.00 $3,680.00 $0.15 $1,395.00 $1.20 $11,280.00 $8.40 $3,360.00 $15,600.00 $15,600.00 $19,000.00 $19,000.00 $875,256.00 3 Reddico Construction Co., Inc. UNIT PRICE AMOUNT $62,100.00 $62,100.00• $3,980.00 $3,980.00 $5,350.00 $5,350.00 $6,475.00 $6,475.00 $3,200.00 $3,200.00 $160.00 $3,200.00 $380.00 $5,700.00 $160.00 $2,400.00 $1,130.00 $3,390.00 $500.00 $4,000.00 $0.25 $2,325.00 $1.60 $15,040.00 $16.00 $6,400.00 $21,660.00 $21,660.00 $66,400.00 $66,400.00 $976, 925.00 4 Calco Contracting, Ltd. UNIT PRICE AMOUNT $64,000.00 $64,000.00 $5,441.00 $5,441.00 $6,348.00 $6,348.00 $7,715.00 $7,715.00 $5,196.00 $5,196.00 $126.00 $2,520.00 $431.00 $6,465.00 $331.00 $4,965.00 $1,364.00 $4,092.00 $732.00 $5,856.00 $0.70 $6,510.00 $1.00 $9,400.00 $15.00 $6,000.00 $16,000.00 $16,000.00 $19,000.00 $19,000.00 $974,992.00 SECTION "C" - EXTRA WORK (PLANT SETS 1 & 2) To be done where authorized by the Engineer and in quantities authorized. Contractor shall provide unit prices ONLY for these items. ITEM NO. ITEM DESCRIPTION UNIT BID QUANTITY 1 Extra Labor (Unskilled) Man Hr ---- ---- 2 Extra Labor (Skilled) Man Hr ---- ---- 3 Extra Excavation (Machine) CY ---- ---- 4 Extra Concrete, 3000 psi with form work 1 CY ---- ---- 5 Extra Cement Stabilized Sand, in Place, if authorized by Engineer TN ---- ---- 6 Extra Reinforcing Steel LB ---- ---- 7 Extra all classes Cast Iron or Ductile and sizes Iron in place Fittings, TN ---- ---- 8 Extra "Uni-Flange", "PV-Lock" or Approved Equal Restraints (Set of 2) EA ---- ---- 9 Well Pointing, as Authonzed by Engineer LF ---- ---- SUBTOTAL SECTION "C" BID SUMMARY SECTION "A" SECTION "B" SECTION "C" TOTAL BASE BID 1 Haddock Construction Co., Inc. UNIT PRICE AMOUNT $20.00 $27.00 $5.00 $700.00 $35.00 $8.00 $3,000.00 $1,400.00 $25.00 $50,000.00 $785,735.50 $824,016.00 $50,000.00 $1,659,751.50 2 Triple B Services, L.L.P. UNIT PRICE $766,149.00 $875,256.00 $50,000.00 $1,691,405.00 3 Reddico Construction Co., Inc. $869,610.00 $976,925.00 $50,000.00 $1,896,535.00 4 Calco Contracting, Ltd. UNIT PRICE AMOUNT $12.00 ---- ---- ---- ---- ---- ---. ---- ---- ---- ---- $15.00 ---- $20.00 ---- $150.00 ---- $18.00 ---- $1.00 ---- $3,000.00 ---- $1,000.00 ---- $100.00 ---- $50,000.00 $911,027.00 $974,992.00 $50,000.00 $1,936,019.00 0*• : SI f /*r .g MEI-IRAN B:"�VARtAN 0If.°9_ ^8 1 •.��• d ANAL zs-oif r BID TABULATION CITY OF PEARLAND DIXIE FARM ROAD WATER TRANSMISSION LINE IMPROVEMENTS BID B 2004-073 Bids Opened: 08-24-04 Prepared By. Freese & Nichols FNI No. 03-291 SECTION "A" - PLAN SET 1 (MARY'S CREEK BYPASS TO LONGWOOD WWTP) 5 Uticon, Ltd. ITEM NO. ITEM DESCRIPTION UNIT BID QUANTITY UNIT PRICE AMOUNT $29,720.30 $29,720.30 1 2 3 4 5 6 7 8 9 10 11 12 Mobilization Site & 16" Inc' Open 16" uncased 8" incl. in 8" uncased Fire 16" 8" 6" 16" 16" Grubbing Preparation, PVC Excavator, (DR 8" 6" Clamp 18, 18, Hole 18, 18, Hole w/ 6" with with (MJ Tee Tee Bend Bend Clamp Including Bedding, C C with (MJ Adapter C C Bedding, 905) 900) 900) PVC (MJ (MJ Box 905) Box Box Box w/ w/ (MJ (MJ Water Water Lead (MJ (MJ Restraints) w/ w/ Restraints) Water & Water (MJ w/ w/ Cleanng & Restraints) Restraints) Backlit!, Main Backfill, Main w/ w/ w/ w/ Restraints) Restraints) Main Main Restraints) Restraints) Restraints Restraints) in in in LS AC LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA 1.00 6.00 7,500.00 1,130.00 415.00 241.0 18.0 7.0 9.0 17.0 17.0 $7,331.00 $43,986.00 16" 8" 16" 8" PVC Open PVC Gate Gate $47.60 $357,000.00 PVC Excavation, Hydrant Gate x x x - - - Plug Plug T.S. - Cut (DR (DR Valve 8" 16" 16" 45° 22-1/2° 11-1/4° AC to $75.80 $85,654.00 (DR Bore Cut Bore Valve Valve Cross x x Bend & & & $24.50 $10,167.50 $43.70 $10,531.70 $2,540.40 $45,727.20 $4,981.10 $34,867.70 1.0 7.0 1.0 1.0 3.0 1.0 1.0 1.0 2.0 $665.70 $5,991.30 $504.10 $8,569.70 $1,446.80 $1,446.80 $1,097.30 $7,681.10 13 14 15 16 16" 16" 16" 16" $1,084.20 $18,431.40 $865.50 $865.50 $865.50 $865.50 $865.50 $2,596.50 $578.60 $578.60 17 18 19 20 $141.00 $141.00 V. with PVC $15,762.40 $15,762.40 $178.30 $356.60 6 Vintage Contracting, Inc. UNIT PRICE AMOUNT $36,000.00 $36,000.00 $4,000.00 $24,000.00 $61.00 $457,500.00 $61.00 $68,930.00 $21.00 $8,715.00 $42.00 $10,122.00 $1,750.00 $31,500.00 $4,800.00 $33,600.00 $600.00 $5,400.00 $450.00 $7,650.00 $1,300.00 $1,300.00 $1,000.00 $7,000.00 $1,000.00 $17,000.00 $1,000.00 $1,000.00 $800.00 $800.00 $800.00 $2,400.00 $500.00 $500.00 $100.00 $100.00 $15,000.00 $15,000.00 $150.00 $300.00 7 Ramos Industries, Inc. UNIT PRICE AMOUNT $64,574.80 $64,574.80 $5,558.30 $33,349.80 $50.50 $378,750.00 ', 0 0 $113,452.00 $9,545.00 $17,303.80 $1,563.40 $28,141.20 $4,828.30 $33,798.10 $8,300.70 $626.10 $10,643.70 $1,530.70 $1,530.70 $1,201.80 $8,412.60 $1,202.40 $20,440.80 $998.40 $998.40 $1,013.60 $1,013.60 $1,025.30 $3,075.90 $591.80 $591.80 $229.10 $229.10 $15,178.10 $15,178.10 $247.30 $494.60 8 C.E. Barker, Ltd. UNIT PRICE AMOUNT $32,450.00 $32,450.00 $5,610.00 $33,660.00 $51.02 $382,650.00 $82.93 $93,710.90 $18.87 $7,831.05 $49.30 $11,881.30 $1,630.98 $29,357.64 $5,625.59 $39,379.13 $681.45 $6,133.05 $450.34 $7,655.78 $1,344.33 $1,344.33 $1,007.88 $7,055.16 $988.77 $16,809.09 $799.11 $799.11 $799.11 $799.11 $818.80 $2,456.40 $433.41 $433.41 $85.01 $85.01 $17,050.00 $17,050.00 $102.11 $204.22 SECTION "A" - PLAN SET 1 (MARY'S CREEK BYPASS TO LONGWOOD WWTP) 5 Utrcon, Ltd. ITEM NO. ITEM DESCRIPTION UNIT QUANTITY BID UNIT PRICE AMOUNT 2118" 228" 23 24;Cut 25 26 27 28 29 30.Welded 31 32 33 34 35 36 37 38 39 40 - - Remove 8" Water Cut Remove and Remove 16" Cut Remove Prop Steel Bends etc. (Salvage Creek Adapters, Conc. as Remove Assembly, Remove to City Remove Place Trench Filter Construction 1" Roadway, Traffic Site necessary hydromulching 45° 22-1/2° & tie Shown Poly. & W.L. 6" 16" as Restoration Plug Bend Exist. Line Existing Plug Exist Steel wide Safety Service W.L. TS&V all 2" in Existing Valve(all 4' Bend Existing to 8" & Section Comb. Supports, Plans Fence (MJ and STL-PVC aerial Plug Existing Water Plug 8" Using in to Steel (MJ Blow T.S. w/ Connect 8" 16" w/4-45°(or & Crossing AirNacuum - & Restraints) Line Approx Install Long Short w/ Connect Water 8" Off x & Valve Adapter, at Barners, Sidewalk 1 Restraints) 6" Water approx. Clean - Assembly to Install Side clean-up, Tee to Line Exist & 40 90°) at Line tie LF Exist. & Sta. Mary's valve, Coatings, Valve City and & Under into of Welded Restraints, Remove and 8" 20+42 Salvage Piling, Welded EA EA EA EA EA EA EA EA LS LS EA EA SF SF LF LF SY EA EA LS LS 8.0 1.0 1.0 20.0 10.0 900.0 1200.0 8,000.0 8300.0 400.0 $296.00 $2,368.00 $296.00 $296.00 $713.30 $713.30 $659.10 $13,182.00 5.0 $1,101.10 $5,505.50 Tie-in -into Pipe 6' Fabric W.L. and Shown w/ Caps, Control 1.0 1.0 1.0 1.0 1.0 8.0 15.0 8.0 1.0 1.0 $803.90 $803.90 $1,486.00 $1,486.00 1 $642.00 $642.00 $4,634.20 $4,634.20 8" 16" Clean Wide etc., Plans Fire and Concrete Line City) Sizes), Type $63,219.80 $63,219.80 Pipe, Hydrant Salvage incl. Corp. Construction Sidewalk Bore Side Fittings, & Stop. sodding Remove & to Exit Concrete During $404.20 $3,233.60 $326.90 $3,269.00 $1.50 $1,350.00 $42.80 $51,360.00 $1.00 $8,000.00 $1.20 $9,960.00 $6.80 $2,720.00 $899.30 $13,489.50 including regrading, Fittings, ditch $491.70 $3,933.60 $5,944.00 $5,944.00 $36,020.90 $36,020.90 SUBTOTAL SECTION "A" - PLAN SET 1 $913,072.10 6 Vintage Contracting, Inc. UNIT PRICE J AMOUNT 1 $230.00 $1,840.00" $230.00 $230.00 $500.00 $500.00 $100.00 $2,000.00 $2,000.00 $10,000.00 $500.00 $500.00 $1,500.00 $1,500.00 $500.00 $500.00: $6,000.00 $6,000.00 $65,000.00 $65,000.00 $300.00 $2,400.00 $300.00 $3,000.00 $1.00 $900.00 $4.001 $4,800.00 $0.501 $4,000.00 $1.30 $10,790.00 $7.00 $2,800.00 $1,442.33 $21,634.95 $385.02 $3,080.16 $17,250.00 $17,250.00 $51,750.00 $51,750,00 $939,292.11 7 Ramos Industries, Inc. UNIT PRICE AMOUNT $362.50 1 $2,900.00 $326.60 $326.60 $491.60 $491.60 $235.10 $4,702.00 $611.20 $3,056.00 $401.80 $401.80 $763.60 $763.60 $268.80 $268.80 $2,905.40 $2,905.40 $52,106.00 $52,106.00 $276.50 $2,212.00 $297.50 $2,975.00 $1.00 $900.00 $5.00 $6,000.00 $1.00 $8,000.00 $1.90 $15,770.00 $15.90 $6,360.00 $1,072,80 $16,092.00 $1,072.80 $8,582.40 $17,250.00 $17,250.00 $11,500.00 $11,500.00 $913,387.90 8 C.E. Barker, Ltd. UNIT PRICE AMOUNT $191.31 $1,530.48 $192.83 $192.83 $1,550.27 $1,550.27 $638.14 $12,762.80 $1,550.27, $7,751.35 $1,550.27 $1,550.27 I $3,480.58 $3,480.58 $1,438.99 $1,438.99 $6,026.17 $6,026.17 $73,049.45 $73,049.45 $192.50 $1,540.00 $275.00 $2,750.00 $4.40 $3,960.00 $7.32 $8,784.00 $0.11 $880.00 $1.38 $11,454.00 $18.34 $7,336.00 $1,295.60 $19,434.00 $454.84 $3,638.72 $35,750.00 $35,750.00 $5,500.00 $5,500.00 $902,104.60 7fr SECTION "B" - PLANT SET 2 (S.H. 35 TO MARY'S CREEK BYPASS) 5 Uticon, Ltd. ITEM NO. ITEM DESCRIPTION UNIT BID QUANTITY UNIT PRICE AMOUNT 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 Mobilization Site & 16" incl. Open 16" uncased 16" Main Bore Fire 16" 10" 8" 6" 16" 16" Cut Cut Welded w/ 2" Caps, Shown Grubbing Gate Gate - Preparartion PVC PVC PVC Excavaton, Cut in Hole. Plug Plug 16" 24" Valve Valve Supports, in 18, 18, 18, Hole with Tee Tee Crossing including Bedding, 6" with with Pipe C 905) C 905) C - 1/4" PVC Box Box (MJ (MJ w/ on 16" 6" 905) (MJ (MJ Box Box Water , Restraints) New Water Fittings, Valve, Water thick Lead (MJ (MJ (MJ (MJ w/ w/ w/ w/ at Clearing & Water Water Restraints) Restraints) 16" Cowart's Coatings, Backfdl, Steel w/ w/ w/ w/ w/ Restraints) Restraints) Line Line Piling, Restraints) Restraints) Water Adapters, Main Main Main Restraints) Restraints Restraints) Cased in in as LS AC LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA LS 9250.0 1.0 $29,720.30 $29,720.30 6.0 $7,331.00 $43,986.00 $48.10 $444,925.00 (DR (DR Bore (DR Valve Valve x x x x Bend & Steel Steel Diam 685.0 $75.80 $51,923.00 100.0 $283.30 $28,330.00 w/ with 16" 10" 8" Tee 6" Tee (MJ Clamp 20.0 $2,221.10 $44,422.00 Gate Gate x x x x all Hydrant 16" 16" 16" 16" 90° Plug & & 12.0 $4,981.10 $59,773.20 Creek Conc. etc. Line 1.0 $1,241.10 $1,241.10 1.0 $665.70 $665.70 22.0 $472.70 $10,399.40 1.0 $1,310.10 $1,310.10 1.0 1.0 22.0 20.0 1.0 25.0 10.0 1.0 $1,205.50 $1,205.50 16 17 18 19 16" 16" 6" 16" $1,097.30 $1,097.30 $1,183.30 $26,032.60 $174.80 $3,496.00 $488.90 $488.90 Exist. Exist $1,291.30 $32,282.50 $647.10 $6,471.00 Air/vacuum Plans $65,835.20 $65,835.20 Comb. Barriers 6 Vintage Contracting, Inc. UNIT PRICE AMOUNT $25,300.00 $25,300.00 $4,000.00 $24,000.00 $56.00 $518,000.00 $73.00 $50,005.00 $190,00 $19,000.00 $1,750.00 $35,000.00 $4,600.00 $55,200.00 $1,150.00 $1,150.00 $600.00 $600.00 $430.00 $9,460.00 $1,200.00 $1,200.00 $1,100.00 $1,100.00 $1,000.00 $1,000.00 $1,000.00 $22,000.00 $200.00 $4,000.00 $500.00 $500.00 $700.00 $17,500.00 $200.00 $2,000.00 $63,000.00 $63,000.00 7 Ramos Industries, Inc. UNIT PRICE AMOUNT $64,574.80 $64,574.80 $3,450.00 $20,700.00 $51.70 $478,225.00 $128.40 $87,954.00 $246.90 $24,690.00 $1,563.40 $31,268.00 $4,828.30 $57,939.60 $1,231.90 $1,231.90 $848.70 $848.70 $600.80 $13,217.60 $1,655.30 $1,655.30 $1,286.90 $1,286.90 $1,232.10 $1,232.10 $1,245.70 $27,405.40 $214.80 $4,296.00 $886.10 $886.10 $959.80 $23,995.00 $518.80 $5,188.00 $52,039.70 $52,039.70 8 C.E. Barker, Ltd. UNIT PRICE AMOUNT $34,650.00 $34,650.00 $5,610.00 $33,660.00 $48.69 $450,382.50 $86.05 $58,944.25 $186.01 $18,601.00 $1,630.98 $32,619.60 $5,625.59 $67,507.08 $1,033.30 $1,033.30 $681.45 $681.45 $450.34 $9,907.48 $1,413.36 $1,413.36 $1,041.74 $1,041.74 $1,007.88 $1,007.88 $988.77 $21,752.94 $148.05 $2,961.00 $389.41 $389.41 $3,157.18 $78,929.50 $613.99 $6,139.90 $80,935.70 $80,935.70 SECTION "B" - PLANT SET 2 (S.H. 35 TO MARY'S CREEK BYPASS) 5 Uticon, Ltd. ITEM NO. ITEM DESCRIPTION UNIT BID QUANTITY UNIT PRICE AMOUNT 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Welded pass Adapters, Conc. as Remove Prop Welded Welded & Remove Prop Steel Bends Approx Remove 16" Steel Bends at Remove 16" Steel Bends at 16" w/Sealed Remove Assembly, Remove to 1" Roadway, Trench Filter Construction Traffic Site necessary hydromulching Shown Restraints Approx Approx City Poly. w/ 16" 16" W W.L. Water Caps, Pipe Steel all Steel Bends and Station L Exist W.L. Exist W.L. Exist Using Exist 16" 2" in Section Section Station Using Station Line Ends Existing 8" 10" Section 6" Clean Comb. Supports, Plans at Crossing Steel 6" Using Pipe 8" Using STL-PVC 10" 6" STL-PVC Fence Exit and Approx 73+00 Approx STL-PVC Approx in During T.S. T.S. at Barriers, Valve Station Valve adapters & 50 (Salvage Valve 35 adapters (Salvage 1 Construction Mary's LF 65+71 & City Creek Valve, Coatings, in of of Welded in Restraints Welded in Restraints Remove) and 6" 8" in Restraints By- Piling, to 90°) to to to to Welded City) to to etc., Prop, Prop. at City) City) LS LS LS LS LS LF EA EA EA 1.0 20.0 15.0 15.0 9,300.0 9400.0 400.0 $63,219.80 $63,219.80 Air/vacuum Section 6" w/4-45°(or w/4-45°(or w/4-45°(or Pipe, Approx Approx & STL-PVC & (Salvage & PVC Hydrant incl. Corp. Long Fittings, Valve adapters - LF LF Clean Side w/4-45°(or Casing Bore Side & (Install clean-up, 50 50 to Stop. sodding & & 90°) of 901 & of 90°) Remove) 1.0 $5,902.30 $5,902.30 Tie adapters 1.0 $6,845.50 $6,845.50 LF TS&V & 10' Tie & T.S. 81+54 T.S. 88+70 24" Fire & Line, including regrading, 1.0 $6,967.40 $6,967.40 Tie Welded & TS&V Welded Welded TS&V Salvage & Pipe Pipe Restoration and and Fabric Control 1.0 $5,550.20 $5,550.20 Tie 6 Valves & Under & Sizes), Type Salvage & Short (Install 3.0 8.0 1.0 1.0 S147.10 $2,942.00 $404.20 $6,063.00 Service Safety Valve(all $326.90 $4,903.50 $899.30 $2,697.90 Fittings, ditch EA $491.70 $3,933.60 LF LF SY LS LS $1.00 $9,300.00 $1.20 $11,280.00 $6.80 $2,720.00 $5,944.00 $5,944.00 $36,020.90 $36,020.90 IIIIIIIIIIIIIIIIII $1,027,894.90 SUBTOTAL SECTION "B" - PLAN SET 2 6 Vintage Contracting, Inc. UNIT PRICE AMOUNT ') • . 0 0 0 s , $60,000.00 $4,500.00 $4,500.00 $5,500.00 $5,500.00 $5,500.00 $5,500.00 $4,000.00 $4,000.00 $120.00 $2,400.00 $400.00 $6,000.00 $400.00 $6,000.00 $1,400.00 $4,200.00 $400.00 $3,200.00 $1.00 $9,300.00 $1.30 $12,220.00 $7.00 $2,800.00 $23,000.00 $23,000.00 $12,072.89 $12,072.89 $1,010,707.89 7 Ramos Industries, Inc. UNIT PRICE AMOUNT $45,601.60 $45,601.60 $2,894.00 $2,894.00 $4,044.00 $4,044.00 $4,202.60 $4,202.60 $2,382.50 $2,382.50 $171.90 $3,438.00 $276.50 $4,147.50 $253.70 $3,805.50 $1,196.30 $3,588.90 $1,196.30 $9,570.40 $1.00 $9,300.00 $1.90 $17,860.00 $15.90 $6,360.00 $17,250.00 $17,250.00 $20,007.10 $20,007.10 $1,053,086.20 8 C.E. Barker, Ltd. 1 UNIT PRICE AMOUNT $77,722.52 $77,722.52 $7,954.85 $8,624.90 $8,624.90 $9,938.15 $7,417.94 $262.76 $5,255.20 $192.50 $2,887.50 $275.00 $4,125.00 $1,295.93 $3,887.79 $454.84 $3,638.72 $0.11 $1,023.00 $1.54 $14,476.00 $18.34 $7,336.00 $41,250.00 $41,250.00 $5,500.00 $5,500.00 $1,103,595.66 SECTION "C" - EXTRA WORK (PLANT SETS 1 & 2) To be done where authorized by the Engineer and in quantities authorized. Contractor shall provide unit prices ONLY for these items. 5 Uticon, Ltd. ITEM NO. ITEM DESCRIPTION UNIT BID QUANTITY UNIT PRICE AMOUNT 1 2 3 4 5 6 Extra Extra Extra Extra Extra authorized Extra Labor Labor Excavation Concrete, Cement Reinforcing Cast "Uni-Flange", Restraints Pointing, by Iron and (Unskilled) (Skilled) Stabilized Engineer 3000 (Machine) (Set Steel Ductile Authorized in "PV-Lock" psi of place with Sand, Iron 2) work if Man Man CY CY TN LB TN EA LF Hr Hr ---- ---- ---- ---- ---- ........ ---- ---- ---- ---- ---- $25.00 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ' $45.00 ---- ---- $15.00 ---- ---- $500.00 ---- form in Place, Fittings, or Approved by Engineer ---- ---- ---- ---- ---- $25.00 ---- or sizes as $4.00 ---- $6,000.00 ---- 7 8 9 Extra all classes Extra $600.00 ---- Equal Well $35.00 ---- SUBTOTAL SECTION "C" $50,000.00 BID SUMMARY S ECTION "A" S ECTION "B" S ECTION "C" TOTAL BASE BID $913,072.10 6 Vintage Contracting, Inc. UNIT PRICE AMOUNT $20.00 $30.00 $10.00 $200.00 $25.00 $2.00 $3,000.00 $300.00 $40.00 $50,000.00 7 Ramos Industries, Inc. UNIT PRICE AMOUNT $11.00 ---- 1.--- .... ---- ---- ---- ---- ---- ---- ---- $16.00 ....... $10.00 ---- $275.00 ---- $20 00 ---- $0.66 ---- $5,000.00 ---- $800.00 ---- $17.00 ---- $50,000.00 $939,292.11 $913,387.90 $1,027,894.90 $1,010,707.89 $50,000.00 $50,000.00 $1,990,967.00 $2,000,000.00 8 C.E. Barker, Ltd. UNIT PRICE AMOUNT $20.00 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- $40.00 ---- $5.00 ---- $500.00 ---- $35.00 ---- $1.00 ---- $2,000.00 ---- $250.00 ---- $25.00 ---- $50,000.00 $902,104.60 $1,053,086.20 $1,103,595.66 $50,000.00 $50,000.00 $2,016,474.10 $2,055,700.26 �e�oee� 1. ,r co, , '' SDI• 1 MEHRAN BAVQR AN i 811 c, '�`,L o , u6K/X t�Cst°.* Otoa.v`d 0,L 6- g -z BID TABULATION CITY OF PEARLAND DIXIE FARM ROAD WATER TRANSMISSION LINE IMPROVEMENTS BID B 2004-073 Bids Opened: 08-24-04 Prepared By: Freese & Nichols FNI No. 03-291 SECTION "A" - PLAN SET 1 (MARY'S CREEK BYPASS TO LONGWOOD WWTP) 9 Colt Util'ties, Inc. ITEM NO. ITEM DESCRIPTION UNIT BID QUANTITY UNIT PRICE AMOUNT 1 10 11 12 13 14 15 16 17 18 19 20 2 3 4 5 6 7 8 9 Mobilization Site & 16" incl. Open 16" uncased 8" incl. in 8" uncased Fire 16" 8" 6" 16" 16" Grubbing 8" PVC Open PVC Gate Gate - Preparation, PVC Excavaton, PVC Excavation, Hydrant Gate x x x - - - Plug Plug T.S. AC Cut 8" 16" 16" 45° 22-1/2° 11-1/4° (DR (DR (DR Including 18, C Bedding, 18, C Hole C Bedding, 18, C 905) 905) 900) 900) PVC Box Box (MJ (MJ Box Box w/ w/ (MJ (MJ Water Water Lead Restraints) w/ w/ Restraints) Clearing Water & Water & (MJ (MJ (MJ Restraints) Restraints) w/ w/ Backfill, Main Backfill, Main w/ w/ w/ w/ Main Main Restraints) Restraints) Restraints Restraints) in in in LS AC LF LF LF LF EA EA EA EA EA 7,500.00 1,130.00 415.00 1.00 $5,406.00 $5,406.00 6.00 $10,001.10 $60,006.60 $47.93 $3591475.00 18, $77.62 $87,710.60 (DR Bore Cut Bore Valve Valve Valve Cross & & to $39.04 $16,201.60 241.0 $49.79 $11,999.39 x x Bend & 8" 6" Clamp Clamp V. PVC Hole w/ with with (MJ Tee Tee Bend Bend with 6" with (MJ Adapter 18.0 $1,600.18 $28,803.24 7.0 $4,514.01 $31,598.07 9.0 17.0 1.0 7.0 17.0 1.0 1.0 3.0 1.0 1.0 1.0 2.0 $1,000.11 $9,000.99 $729.81 $12,406.77 $1,486.65 $1,486.65 EA EA $1,162.29 $8,136.03 16" 16" 16" 16" 16" 8" 16" $1,108.23 $18,839.91 EA EA EA EA EA $946.05 $946.05 Restraints) Restraints) $946.05 $946.05 $946.05 $2,838.15 $713.59 $713.59 $421.67 $421.67 EA $17,364.07 $17,364.07 EA $227.05 $454.10 10 RWL Construction, Inc. UNIT PRICE AMOUNT $30,000.00 $30,000.00 $6,000.00 $36,000.00 $56.00 $420,000.00 $100.00 $113,000.00 $30.00 $12,450.00 $40.00 $9,640.00 $2,300.00 $41,400.00 $5,200.00 $36,400.00 $750.00 $6,750.00 $550.00 $9,350.00 $2,000.00 $2,000.00 $1,500.00 $101500.00 $1,500.00 $25,500.00 $1,200.00 $1,200.00 $1,200.00 $1,200.00 $1,200.00 $3,600.00 $500.00 $500.00 $80.00 $80.00 $11,000.00 $11,000.00 $50.00 $100.00 11 Boyer, Inc. UNIT PRICE AMOUNT $55,000.00 $55,000.00 $18,600.00 $111,600.00 $58.00 $435,000.00 $98.00 $110,740.00 $45.00 $18,675.00 $53.00 $12,773.00 $1,800.00 $32,400.00 $4,400.00 $30,800.00 $595.00 $5,355.00 $400.00 $6,800.00 $1,300.00 $1,300.00 $1,000.00 $7,000.00 $985.00 $16,745.00 $750.00 $750.00 $750.00 $750.00 $600.00 $1,800.00 $500.00 $500.00 $300.00 $300.00 $16,000.00 $16,000.00 $100.00 $200.00 12 Hassell Construction Co., Inc. PRICE AMOUNTUNIT $120,000.00 $120,000.00 $55.00 $412,500.00 $170.00 $1921100.00 $29.00 $12,035.00 $80.00 $19,280.00 $3,100.00 $55,800.00 $5,100.00 $35,700.00 $760.00 $6,840.00 $600.00 ', • • • • • $1,900.00 $1,900.00 $1,600.00 $111200.00 $1,600.00 $27,200.00 $1,200.00 $1,200.00 $1,200.00 $1,200.00 $1,200.00 $3,600.00 $2,000.00 . • • • • • $883.00 $883.00 $19,000.00 $19,000.00 $62.00 $124.00 SECTION "A" - PLAN SET 1 (MARY'S CREEK BYPASS TO LONGWOOD WWTP) 9 Colt Utilities, Inc. ITEM NO. ITEM DESCRIPTION UNIT BID QUANTITY UNIT PRICE AMOUNT 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 8" 8" Remove 8" Cut Cut Remove and Remove 16" Cut Remove Prop Steel Bends etc. (Salvage Welded Creek Adapters, Conc. as Remove Assembly, Remove to Remove Place Trench 1" Filter Construction Roadway, Traffic Site necessary hydromulching - - 45° 22-1/2° Water Shown City Poly. & & tie W.L. 6" 16" as Plug Bend Exist. Line Existing Bend Existing 8" Section 8" Clean to & 16" Wide Comb. Supports, (MJ Blow T.S. w/ (MJ Connect 8" 16" w/4 & Restraints) Connect Line & Approx w/ Water 8" Off x 45°(or at Valve Adapter, Sidewalk 1 Restraints) Water 6" approx. Clean - Assembly to Tee Line 40 to Exist & 90°) at & to Remove Line Exist. & City & Sta. into of Welded Restraints, 8" Salvage Remove and 20+42 Piling, Welded etc., EA EA EA EA EA EA EA EA LS LS EA EA SF SF LF LF SY EA EA LS LS 8.0 1.0 1.0 20.0 1.0 10.0 900.0 1200.0 8,000.0 8300.0 400.0 15.0 $286.52 $2,292.16 $313.55 $313.55', $2,903.02 $2,903.02 Plug Existing Water and $2,811.12 $56,222.40 5.0 $2,940.86 $14,704.30 Tie-in Pipe Restoration -into 6' Fabric W.L. and Shown w/ Caps, tie LF Mary's valve, Coatings Valve and Under $2,940.86 $2,940.861 1.0 $3,486.87 $3,486.87 Plug Steel Safety Control Exist W.L. TS&V all 1.01 $2,794.90 $2,794.90 Plug 8" Using STL-PVC in aerial to 1.0 $5,000.55 $5,000.55 Plans Steel Fire and Concrete Type City) Sizes), - Crossing AirNacuum & 1.0 $63,790.80 $63,790.80 Install Long Short Pipe, Hydrant Salvage incl. Corp. Barriers, Construction Sidewalk Install Bore Side Side clean-up, Fittings, & Stop. sodding 2" in Existing Valve(all 4' wide Service Plans Fence Concrete Exit 8.0 8.0 1.0 1.0 $508.16 $4,065.28 $418.07 $4,180.70 Dunng Line, including regrading, $2.70 $2,430.00. $3.19 $3,828.00 $0.54 $4,320.00 $2.44 $20,252.00 $13.52 $5,408.00 $1,016.33 $15,244.95 Fittings, ditch $567.63 $4,541.04 $15,136.80 $15,136.80 $16,218.00 $16,218.00 SUBTOTAL SECTION "A" - PLAN SET 1 $924,828.71 10 RWL Construction, Inc. UNIT PRICE AMOUNT I $300.00I $2,400.00 $250.00 $250.00 $3,000.00 $3,000.00 $500.00 $10,000.00 $600.00 $3,000.00 $3,000.00 $3,000.00 $3,000.00 $3,000.00 $500.00 $500.00 $15,000.00 $15,000.00 $100,000.00 $100,000.00 $400.00 $3,200.00 $200.00 $2,000.00 $2.00 $1,800.00 $9.00 $10,800.00 $1.00 $8,000.00 $1.50 $12,450.00 $10.00 $4,000.00 $1,000.00 $15,000.00 $250.00 $2,000.00 $44,000.00 $44,000.00 $1.00 $1.00 $1,014,071.00 11 Boyer, Inc. UNIT PRICE 1AMOUNT I $230.00'. $1,840.00 $310.00 $310.00' $1,600.00 $1,600.00 $400.00 $8,000.00 $800.00 $4,000.00I $250.00 $250.00 $1,000.00, $1,000.00 $660.00 $660.00 $5,500.00 $5,500.00 $69,000.00 $69,000.00 $300.00 $2,400.00 $445.00 $4,450.00 $1.50 $1,350.00 $4.00 $4,800.00 $1.00 $8,000.00 $2.50 $20,750.00 $20.00 $8,000.00 $1,800.00 $27,000.00 $1,000.00 $8,000.00 $6,000.00 $6,000.00 $101,000.00 $101,000.00 $1,148,398.00 12 Hassell Construction Co., Inc. UNIT PRICE AMOUNT $420.00 $3,360.00' $420.00 $420.00 iI $1,000.00' $1,000.00 $890.00 $17,800.00 $1,000.00. $5,000.00 $1,000.00 $1,000.00 $4,100.00 $4,100.00 $780.00 $780.00 $6,300.00 $6,300.00 $63,000.00 $63,000.00 $190.00 $1,520.00 $190.00 $1,900.00, $3.00 $2,700.00 $6.00 $7,200.00 $0.60 $4,800.00 $1.60 $13,280.00 $28.00 $11,200.00 $1,900.00 $28,500.00 $560.00 $4,480.00 $7,000.00 $7,000.00 $60,000.00 $60,000.00 $1,208,102.00 SECTION "B" - PLANT SET 2 (S.H. 35 TO MARY'S CREEK BYPASS) 9 Colt Utd'ties, Inc. ITEM NO. ITEM DESCRIPTION UNIT BID QUANTITY UNIT PRICE AMOUNT 10 11 12 13 14 15 16 17 18 19 1 2 3 4 5 6 incl. Mobilization Site & 16" Open 16" uncased 16" Main Bore Fire 16 10" 8" 6" 16" 16" 16" 16" 6" 16" Cut 2" Grubbing Preparartion PVC Excavaton, PVC PVC Hydrant Gate Gate x x x x 90° Plug & Cut in Hole, 16" 16" 16" 16" Plug & Plug 16" Supports, 24" Valve Valve Bend in 18, 18, 18, Bedding, Hole 6" with with with with Tee Tee Tee Tee (MJ Crossing including C C C - 905) 905) 905) 1/4" Box Box Water , Restraints) New Water Fittings, Valve, thick Lead (MJ (MJ w/ w/ w/ at Water Water (MJ (MJ w/ Clearing & Water Restraints) Restraints) 16" Cowart's Coatings, Backfill, w/ w/ Restraints) Restraints) Line Line Steel w/ w/ w/ Piling, Main Main Main Restraints) Restraints) Restraints) Restraints) Restraints in Cased in as LS AC LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA LS 1.0 9250.0 685.0 100.0 20.0 12.0 22.0 22.0 20.0 25.0 10.0 $5,406.00 $5,406.00 6.0 $10,001.10 $60,006.60 Cut Welded w/ Caps, Shown Gate Gate - all Comb. $48.12 $445,110.00 (DR (DR Bore Diam. w/ 16" 10" 8" $77.62 $53,169.70 $166.96 $16,696.00 (DR Valve Valve x x x x & Steel Steel $1,600.18 $32,003.60 16" 6" PVC Box Box (MJ (MJ (MJ (MJ w/ on $4,514.01 $54,168.12 7 8 9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 $1,324.47 $1,324.47 $1,000.11 $1,000.11 $729.81 $16,055.82 Creek Conc. etc. Line $1,519.09 $1,519.09 $1,162.29 $1,162.29 $1,135.26 $1,135.26 Water Adapters, $1,108.23 $24,381.06 6" Clamp Exist $308.14 $6,162.80 $616.28 $616.28 $746.03 $18,650.75 Air/vacuum Plans Exist. $335.17 $3,351.70 $66,493.80 $66,493.80 Pipe Barriers, 10 RWL Construction, Inc. UNIT PRICE AMOUNT $30,000.00 $30,000.00 $6,000.00 $36,000.00 $56.00 $518,000.00 $100.00 $68,500.00 $400.00 $40,000.00 $2,300.00 $46,000.00 $5,200.00I $62,400.00 $1,500.00 $1,500.00 $750.00 $750.00 $550.00 $12,100.00 $1,500.00 $1,500.00 $1,500.00 $1,500.00 $1,500.00 $1,500.00 $1,500.00 $33,000.00 $200.00 $4,000.00 $450.00 $450.00 $900.00 $22,500.00 $500.00 $5,000.00 $100,000.00 $100,000.00 11 Boyer, Inc. UNIT PRICE AMOUNT $64,000.00 $64,000.00 $20,000.00 $120,000,00 $57.00 $527,250 00 $72.00 $49,320.00 $250.00 $25,000.00 $1,800.00 $36,000.00 $4,600.00 $55,200.00 $1,300.00 $1,300.00 $800.00 $800.00 $400.00 $8,800.00 $1,300.00 $1,300.00 $1,100.00 $1,100.00 $990.00 $990.00 $985.00 $21,670.00 $200.00 $4,000.00 $460.00 $460.00 $410.00 $10,250.00 $350.00 $3,500.00 $71,000.00 $71,000.00 12 Hassell Construction Co., Inc. UNIT PRICE AMOUNT $130,000.00 $130,000.00 $5,000.00 $30,000.00 $50.00 $462,500.00 $170.00 $116,450.00 $32,500.00 $62,000.00 $60,000.00 $1,300.00 $1,300,00 $760.00 $760.00 $600.00 $13,200.00 $1,800.00 $1,800.00 $1,700.00 $1,700.00 $1,600.00 $1,600.00 $1,600.00 $35,200.00 $400.00 $8,000.00 $2,000.00 $2,000.00 $2,000.00 $50,000.00 $850.00 $8,500.00 $66,000.00 $66,000.00 SECTION "B" - PLANT SET 2 (S.H. 35 TO MARY'S CREEK BYPASS) 9 Colt Utiities, Inc. ITEM NO. ITEM DESCRIPTION UNIT BID QUANTITY UNIT PRICE AMOUNT 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Welded pass Adapters, Conc. as Shown Remove Prop Welded Welded & Restraints Remove Prop Steel Bends Approx Remove 16" Steel Bends at Approx Remove 16" Steel Bends at Approx 16" w/Sealed Remove Assembly, Remove to City 1" Roadway, Trench Filter Construction Traffic Site necessary hydromulching Poly. 16" 16" W.L. W.L. Water Restoration w/ Caps, Pipe Pipe Steel all Exist 2" in 16" Section Section Section Line L. L. 8" 10" 6" Comb. Supports, Plans Fence Crossing Steel 6" Using Approx Approx Line, including regrading, T.S. T.S. Air/vacuum Section 6" w/4-45°(or Pipe, & Approx & Approx (Salvage Barriers, STL-PVC & PVC at Valve Station Valve adapters & 50 Valve 35 adapters Mary's Creek Valve, Coatings, Tie LF adapters of of Welded in in Restraints Welded Welded in Welded Welded Restraints Remove) and 6" 8" in Restraints to 90°) to to to By- Piling, to Welded to to City) Prop, etc., Prop. City) City) at LS LS LS LS LS LF EA EA EA EA LF LF SY LS LS 1.0 1.0 1.0 1.0 1.0 20.0 15.0 15.0 3.0 8.0 9,300.0 9400.0 400.0 1.0 1.0 $631790.80 $63,790.80 Fittings, 50 w/4-45°(or 50 Casing to Stop. sodding & & 90°) of 90°) & of 90°) Remove) 65+71 & City (Salvage (Salvage - Valve adapters Clean LF LF Bore Side Side & (Install clean-up, $4,649.16 $4,649.16 Steel Bends W Exist Pipe at STL-PVC 10" STL-PVC Exit 8" Using 6" and 73+00 Approx STL-PVC in During $5,406.00 $5,406.00 Tie LF TS&V & 10' 6 Under Tie Valves & & and Station and Exist Service W Using Exist Using Station Station T.S. $5,946.60 $5,946.60 Tie & & & TS&V TS&V Salvage w/4-45°(or w/4-45°(or Salvage Sizes), & (Install Short 81+54 T.S. 88+70 24" Fire & Type $4,324.80 $4,324.80 Pipe Fabric and Safety Control $287.60 $5,752.00 Ends Existing Valve(all Clean $378.42 $5,676.30 incl. Corp. Long Hydrant 1 Construction $288.32 $4,324.80 $1,016.33 $3,048.99 Fittings, ditch $567.63 $4,541.04 $0.54 $5,022.00 $6.49 $61,006.00 $219,484.00 $15,136.80 $15,136.80 $16,218.00 $16,218.00 SUBTOTAL SECTION "a" - PLAN SET 2 $1,232,740.74 10 RWL Construction, Inc. UNIT PRICE AMOUNT $100,000.00 $100,000.00 $15,000.00 $15,000.00' $16,000.00 $16,000.00 $18,000.00 $18,000.00 $14,000.00 $14,000.00 $500.00 $10,000.00 $400.00 $6,000.00 $200.00 $3,000.00 $1,000.00 $3,000.00 $250.00 $2,000.00 $1.00 $9,300.00 $1.50 $14,100.00 $10.00 $4,000.00 $44,000.00 $44,000.00 $1.00 $1.00 $1,243,101.00 11 Boyer, Inc. UNIT PRICE AMOUNT $70,000.00 $70,000.00 $9,000.00 $9,000.00 $10,000.00 $10,000.00 $11,000.00 $11,000.00 $8,000.00 $8,000.00 $160.00 $3,200.00 $300.00 $4,500.00 $500.00 $7,500.00 $2,000.00 $6,000.00 $850.00 $6,800.00 $1.00 $9,300.00 $2.50 $23,500.00 $20.00 $8,000.00 $5,000.00 $5,000.00 $128,000.00 $128,000.00 $1,311,740.00 12 Hassell Construction Co., Inc. UNIT PRICE AMOUNT $63,000.00 $63,000.00 $6,100.00 $6,100.00 $7,400.00 $7,400.00 $9,000.00 $9,000.00 $10,000.00 $10,000.00 $500.00 $10,000.00 $200.00 $3,000.00 $200.00 $3,000.00 $2,000.00 $6,000.00 $600.00 $4,800.00 $0.60 $5,580.00 $1.65 $15,510.00 $28.00 $11,200.00 $8,200.00 $8,200.00 $60,000.00 $60,000.00 $1,306,300.00 SECTION "C" - EXTRA WORK (PLANT SETS 1 & 2) To be done where authorized by the Engineer and in quantities authorized. Contractor shall provide unit prices ONLY for these Items. 10 Colt Util ties, Inc. RWL Construction, Inc. 9 ITEM NO. ITEM DESCRIPTION UNIT QUANTITY BID ' UNIT PRICE AMOUNT 1 2 3 4 5 6 7 8 9 Extra Extra Extra Extra Extra authorized Extra Extra all Extra Equal Well classes Labor Labor Excavation Concrete, Cement Reinforcing Cast "Uni-Flange", Pointing, Restraints by Iron and (Unskilled) (Skilled) Stabilized Engineer or sizes (Machine) 3000 (Set Steel Ductile Authonzed "PV-Lock" in psi of place Sand, 2) with Iron form in Engineer work if Man Man CY CY TN LB TN EA LF Hr Hr --- --- --- ---- ---- ---- ---- ---- ---- ---- --- ---- ---- ---- --- ---- $18.00 --- —_ ....... -__ ..__ -___ ____ ____ ---_ $25.00 --_- $15.00 ____ $500.00 ---- $25.00 Place, Approved $2.00 ---- $2,500.00 --- by Fittings, or $1,000.00 -- as $25.00 ---- SUBTOTAL SECTION "C" $50,000.00 BID SUMMARY S ECTION "A" SECTION "B" S ECTION "C" TOTAL BASE BID UNIT PRICE AMOUNT $40.00 $65.00 $12.00 $175.00 $40.00 $6,000.00 $700.00 $60.00 $50,000.00 $924,828.71 $1,014,071.00 $1,232,740.74 $1,243,101.00 11 Boyer, Inc. $1,148,398.00 12 Hassell Construction Co., Inc. $1,208,102.00 $1,311,740.00 $1,306,300.00 $50,000.00 $50,000.00 $50,000.00 $50,000.00 $2,207,569.45 $2,307,172.00 $2,510,138.00 $2,564,402.00 • • MEHRAN BAVAPFAN • 01,