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R2005-0004 01-10-05
RESOLUTION NO. R2005-4 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, AWARDING A BID FOR CONSTRUCTION SERVICES ASSOCIATED WITH THE O'DAY ROAD SANITARY SEWER 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 O'Day Road Sanitary Sewer Project, and such bids have been reviewed and tabulated. Section 2. That the City Council hereby awards the bid to Calco Contracting, LTD., in the amount of $966,305. Section 3. The City Manager or his designee is hereby authorized to execute a contract for construction services associated with the O'Day Road Sanitary Sewer Project. PASSED, APPROVED and ADOPTED this the 10th day of January , A.D., 2005. ATTEST: APPROVED AS TO FORM: DARRIN M. COKER CITY ATTORNEY TOM REID MAYOR O-r.o December 20, 2004 OTHON, INC. 11111 Wilcrest Green, Suite 128 Houston, Texas 77042 713 975 8555 TEL 713 975 9068 FAX othoncorp@othon.com E-MAIL www. othon.com WEBSITE CONSULTING ENGINEERS Civil, Transportation, Environmental, Construction Management Mr. Joe Wertz City of Pearland 3519 Liberty Drive Pearland, Texas 77581 Bid Tabulation and Recommendation for the O'Day Road 24~Inch Trunk Sanitary Sewer Project Bid No. RFB2005-013 Dear Mr. Wertz: Othon, Inc. has completed the review of bids received by the City of Pearland on December 15, 2004 for the above referenced project. A total of eleven (11) bids were received, and we were provided the Bid Proposals for evaluation. We were also provided the Bid Bond for the apparent low bidder, Calco Contracting, Ltd., for verification. Enclosed is a copy of the Bid Tabulation for your information and files. Discrepancies were identified in five (5) of the bids during review, and these discrepancies are described below: 1. Bidder No. 2 - In Triple B Services, LLP's bid, there is a typographic error in the Total Bid (A+B) on Page 4 of 5 of the Bid Proposal Form. The correct Total Bid should be $1,013,335.60. Correction of this error does not change the order of the bidders. 2. Bidder No. 4 - In Reddico Construction Company, Inc.'s bid, there is a mathematic error in Bid Items No. 27. The correct Base Bid for that items should be $1,600.00. Carrying this correction through, the Total Base Bid should be $1,215,950.20, the Total Bid (A+B) should be $1,246,530.20, and the Total Bid with Alternate should be $1,483,380.20. Correction of this error does not change the order of the bidders. 3. Bidder No. 7 - In Ramos Industries, Inc.'s bid, there is a typographic error in the Total Alternate Bid Items listed in the table. The correct Total Alternate Bid Items should be $57,500.00. This error was not transferred to the totals, and the totals listed on the Bid Form are correct. Correction of this error does not change the order of the bidders. 4. Bidder No. 8 - In ACM Contractors, Inc.'s bid, there are a mathematic error in Bid Items Nos. 13, 21, and 22. The correct Base Bid for Bid Items No. 13 should be $750.00. The correct Base Bid for Bid Items No. 21 should be $118,686.00. The correct Base Bid for Bid Items No. 22 should be December 20, 2004 Mr. Wertz Page 2 $168,300.00. Carrying these corrections through, the Total Base Bid should be $1,470,348.40, the Total Bid (A+B) should be $1,496,998.40, and the Total Bid with Alternate should be $1,739,998.40. Correction of this error does not change the order of the bidders. Bidder No. 89 - In Colt Utilities, Inc.'s bid, there are a mathematic error in Extra Pay Item Nos. 2 and 3. The Bidder bid a price less than the minimum allowed. The correct minimum bid prices for Extra Pay Items Nos. 2 and 3 are $6.00 and $10.00, respectively. The correct Base Bid for Extra Pay Item No. 2 should be $1,200.00. The correct Base Bid for Extra Pay Item No. 3 should be $2,000.00. Carrying these corrections through, the Total Extra Pay Items should be $51,452.00, the Total Bid (A+B) should be $1,557,459.10, and the Total Bid with Alternate should be $1,657,459.100. Correction of this error does not change the order of the bidders. Based on our evaluation of the information provided to us, it is our recommendation that O'Day Road 24-Inch Trunk Sanitary Sewer Project be awarded to Calco Contracting, Ltd of Houston, Texas in the amount of $966,305.00. We remain available to answer any questions related to this tabulation and recommendation. Sincerely, OTHON, INC. Richard P. Davis, P.E. Project Manager Enclosure Cc: w/enclosure: Gordon Island, Purchasing Agent; City of Pearland O'DAY ROAD 24-INCH TRUNK SANITARY SEWER PROJECT BID NO. RFB2005-013 Bid Tabulation 3 BASE BID: I ~alco Contracting, LTD [~riple B Services, LLP I~intage Contracting,Inc. NO. UNIT UANT PRICE BID PRICE BID PRICE BID I 'Mobilization (Maximum 3% of Total Bid) LS 1 $ 21,000.00 $ 21,000.00 $ 12,000.00 $ 12,000.00 $ 30,000.00 $ 30,000.00 2 Traffic Control and Regulation LS 1 $ 5,700.00 $ 5,700.00 $ 12,000.00 $ 12,000.00 $ 6,000.00 $ 6,000.00 3 Flaggers Hours 700 $ 19.00 $ 13,300.00 $ 33.00 $ 23,100.00 $ 30.00 $ 21,000.00 4 TPDESRequirements(SWPPP) LS 1 $ 5,000.00 i $ 5,000.00 $ 2,600.00 $ 2,600.00 $ 9,300.00 $ 9,300.00 5 Trench Safety System (includes all depths) LF 4,249 $ 1.00 $ 4,249.00 I $ 0.10 $ 424.90 $ 1.00 $ 4,249.00 6 ControlofGroundwater for Open Cut Excavations LF 4,249 $ 20.00 $ 84,980.00 $ 21.50 $ 9t,353.50 $ 20.00 $ 84,980.00 7 Hydromulch Seeding SY 2,513 $ 1.00 $ 2,513.00 $ 0.50 $ 1,256.50 $ 1.00 $ 2,513.00 8 Sodding SY 4,352 $ 4.00 $ 17,408.00 $ 3.40 $ 14,796.80 $ 5.60 $ 24,371.20 9 3" Sanitary Sewage Force Main LF 25 $ 47.00 $ 1,175.00 $ 26.70 $ 667.50 $ 12.00 $ 300.00 10 6" Sanitary Sewer Service Stubs, within 5' of main, with stack EA 3 $ 685.00 $ 2,055.00 $ 1,200.00 $ 3,600.00 $ 1,400.00 $ 4,200.00 I1 6" Sanitm7 Sewer Service Stubs, 0'-8' Deep, Open Cut LF 149 $ 39.00 $ 5,811.00 $ 17.60 $ 2,622.40 $ 14.00 $ 2,086.00 12 6" Sanitm7 Sewer Service Stubs, AllDepths, Augered LF 200 $ 102.00: $ 20,400.00 $ 125.00 $ 25,000.00 $ 104.00 $ 20,800.00 13 8" Sanitary Sewer Stub-out, AllDepths, Open Cut LF 15 $ 52.00 $ 780.00 $ 13.40 $ 201.00 $ 47.00 $ 705.00 14 12" Sanitary Sewer Stub-out, All Depths, Open Cut LF 5 $ 90.00 $ 450.00 $ 20.00 $ 100.00 $ 58.00 $ 290.00 15 15" Sanitary Sewer Stub-out, AllDepths, Open Cut LF 10 $ 116.00 $ 1,160.00 $ 2Z00 $ 270.00 $ 71.00 $ 710.00 16 24" Sanitary Sewer, 10'-12'Deep, Open Cut LF 190 $ 61.00 $ 11,590.00 $ 97.40 $ 18,506.00 $ 82.00 $ 15,580.00 17 24" Sanitary Sewer, 12'-14' Deep, Open Cut LF 1,260 $ 66.00 $ 83,160.00 $ 98.50 $ 124,110.00 $ 85.00 $ 107,100.00 18 24" Sanitary Sewer, 12'-14'Deep, Open Cut, Wet Sand Bedding LF 431 $ 91.00 $ 39,221.00 $ 118.00 $ 50,858.00 $ 208.00 $ 89,648.00 19 24" Sanitary Sewer, 14'-16'Deep, Open Cut LF 852 $ 71.00 $ 60,492.00 $ 99.00 $ 84,348.00 $ 87.00 $ 74,124.00 20 24" Sanitary Sewer, 14'-16'Deep, Open Cut, Wet Sand Bedding LF 1,358 $ 97.00 $ 131,726.00 $ 119.50 $ 162,281.00 $ 208.00 $ 282,464.00 21 24" Sanital~, Sewer, AllDepths, Augered LF 453 $ 255.00 $ 115,515.00 $ 218.00 $ 98,754.00 $ 205.00 $ 92,865.00 22 24" Sanitary Sewer, AllDepths, Augeredin Steel Casing LF 374 $ 450.00 $ 168,300.00 $ 449.00 $ 167,926.00 : $ 382.00 $ 142,868.00 23 24" Sanitary Sewer, AllDepths, Augeredin Non-metallic Casin LF 78 $ 30i.00 $ 23,478.00 $ 290.00 $ 22,620.00 I $ 455.00 $ 35,490.00 24 Sanitary Manholes~NommlDepth EA 12 ! $ 4,020.00 $ 48,240.00 $ 2,100.00 $ 25,200.00 $ 1,500.00 $ 18,000.00 25 Corrosion Resistant Sanitary Manhole, Nonnal Depth EA 1 $ 5,334.00 $ 5,334.00 $ 5,900.00 $ 5,900.00 $ 3,100.00 $ 3,100.00 26 ExtraDepth on Sanitary Sewer Manhole VF 80 $ 62.00 $ 4,960.00 $ 60.00 $ 4,800.00 $ 60.00 $ 4,800.00 27 ExtraDepth on CorrosionReslstant Sanitary Sewer Manhole VF 4 $ 130.00 $ 520.00 $ 100.00 $ 400.00 $ 200.00 $ 800.00 28 Abandon Existing 8" Sanitary Sewer LF 215 $ 13.00 $ 2,795.00 $ 6.60 $ 1,419.00 $ 3.45 $ 741.75 29 Abandon Existing 10" Sanitary Sewer LF 3,145 $ 14.00 $ 44,030.00 $ 7.80 $ 24,531.00 $ 5.30 $ 16,668.50 30 Abandon Existing Sanitary Manholes EA 9 $ 507.00 $ 4,563.00 $ 740.00 $ 6,660.00 $ 500.00 $ 4,500.00 TOTAL BASE BID $ 929,905.00 II $ 988,305.60 Il $1,100,253.45 EXTRA PAY ITEMS: NO. UNIT UANT PRICE BID PRICE BID PRICE BID I Extra StructuralBackfill(8<P!<20) CY 200 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 2 Overexcavation CY 200 $ 6.00 i $ 1,200.00 ' $ 6.00 $ 1,200.00 $ 15.00 $ 3,000.00 3 Extra Hand Excavation CY 200 $ 12.00 $ 2,400.00 l $ 12.00 $ 2,400.00 $ 12.00 $ 2,400.00 4 Extra Machine Excavation (,M'ound Obstructions) CY 200 $ 10.00 $ 2,000.00 $ 10.00 $ 2,000.00 $ 10.00 $ 2,000.00 5 Extra Replacement of Backfill Material CY 200 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 6 Extra Replacement Wet Sand Material CY 200 $ 5.00 $ i,000.00 $ 5.00 $ 1,000.00 $ 5.00 $ 1,000.00 7 Extra Cement Stabilized Sand CY 200 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 Extra Wet Sand Foundation (24-inches of Crusbed Stone in Fabric extending 24-inches outside of MH Base) for Sanitary 8 Sewer Manholes where unstable subgrade is identified EA 9 $ 200.00 $ 1,800.00 $ 270.00 $ 2,430.00 $ 500.00 $ 4,500.00 9 Extra Crnshed Concrete or Stone for Wet Trench CY 200 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 TOTAL EXTRA PAY ITEMS $ 24,400.00 II $ 25,030.00 II $ 28,900.00 ALTERNATE BID ITEMS: BASE UNIT BASE BID PRICE BID ITEM NO. ITEM DESCRIPTION Addmon/Deduction t0r the Elimination of MH #1 and boring directly fi'om MH #lA to Existing MH at STA 1+11.19; nomnetallic casing required for limits shown on plans; all other I portions to have steel casing UNIT I UNIT UNIT UANT PRICE PRICE I LS 1 $ 12,000.00 [ $ $ 153,445.97 BASE BID $ 153,445.97 12,000.00 $ 220,000.00 $ 220,000.00 TOTAL ALTERNATE BID ITEMS $ 12,000.00 II $ 153,445.97 II $ 220,000.00 TOTAL BASE BID (from above) $ 929,905.00 $ 988,305.60 $1,100,253.45 TOTAL EXTRA PAY ITEMS (from above) $ 24,400.00 $ 25,030.00 $ 28,900.00 TOTALBID (A+B) $ 954,305.00 $1,013,335.60 $1,129,153.45 TOTAL ALTERNATE BID ITEMS (from above) $ 12,000.00 $ 153,445.97 $ 220,000.00 TOTAL BID WITH ALTERNATE (A+B+C) $ 966,305.00 $1,166,781.57 $1,349,153.45 Bid Date: December 15, 2004 Bid Tabulation Page i of 4 BASE BID: Reddico Constrnction, Inc. NO. UNIT UAN'I PRICE BID PRICE BID PRICE BID I Mobilization (Maximum 3%ofTotalBid) LS 1 $ 33,870.00 $ 33,870.00 $ 39,500.00 $ 39,500.00 $ 41,810.00 $ 41,810.00 2 :Traffic Control and Regulation LS 1 $ 6,800.00 $ 6,800.00 $ 15,000.00 $ 15,000.00 $ 19,775.00 $ 19,775.00 3 Flaggers Hours 700 $ 36.00 $ 25,200.00 $ 25.00 $ 17,500.00 $ 35.03 $ 24,521.00 4 I'PDES Requirements (SWPPP) LS 1 $ 9,750.00 $ 9,750.00 $ 16,000.00 $ 16,000.00 $ 2,825.00 $ 2,825.00 5 Trench Safety System (includes all depths) LF 4,249 $ 1.00 $ 4,249.00 $ 1.00 $ 4,249.00 $ 0.11 $ 467.39 6 Control of Groundwater for Open Cut Excavations LF 4,249 $ 35.00 $ 148,715.00 i $ 20.00 $ 84,980.00 $ 20.00 $ 84,980.00 7 Hydrmnulch Seeding SY 2,513 $ 0.50 $ 1,256.50 $ 1.00 $ 2,513.00 $ 0.40 $ 1,005.20 8 Sodding SY 4,352 $ 3.60 $ 15,667.20 $ 3.00 $ 13,056.00 $ 2.94 $ 12,794.88 9 3" Sanitary Sewage Force Main LF 25 $ 70.00 $ 1,750.00 i $ 35.00 $ 875.00 $ 19.12 $ 478.00 10 6" Sanitary Sewer SelMce Stubs, within 5' of main, with stack EA 3 $ 2,250.00 $ 6,750.00 $ 2,600.00 $ 7,800.00 $ 1,493.80 $ 4,481.40 11 6" Sanitary Sewer Service Stubs, 0'-8' Deep, Open Cut LF 149 $ 35.00 $ 5,215.00 $ 40.00 $ 5,960.00 $ 28.17 $ 4,197.33 12 6" Sanitary Sewer Service Stubs, AllDepths, Augered LF 200 $ 118.00 $ 23,600.00 $ 100.00 $ 20,000.00 $ 148.81 $ 29,762.00 13 8" Sanitary Sewer Stub-ont, All Depths, Open Cut LF 15 $ 45.00 $ 675.00 $ 50.00 $ 750.00 $ 86.40 $ 1,296.00 14 12" Sanitary Sewer Stub-out, AliDepths, Open Cut LF 5 $ 110.00 $ 550.00 $ 55.00 $ 275.00 $ 102.93 $ 514.65 15 15" Sanitary Sewer Stub-out, All Depths, OpenCut LF 10 $ 112.00 $ 1,120.00 $ 80.00 $ 800.00 $ 112.73 $ 1,127.30 16 24" Sanitary Sewer, 10'-12'Deep, Open Cut LF 190 $ 104.60 $ 19,874.00 $ 135.00 $ 25,650.00 $ 60.29 $ 11,455.10 17 24" Sanitary Sewer, 12'-14'Deep, Open Cnt LF 1,260 $ 107.50 $ 135,450.00 $ 140.00 $ 176,400.00 $ 143.15 $ 180,369.00 18 24" Sanitary Sewer, 12'-14'Deep, Open Cnt, Wet Sand Bedding LF 431 $ 130.00 $ 56,030.00 $ 160.00 $ 68,960.00 $ 153.82 $ 66,296.42 19 24" Sanitary Sewer, 14'-16'Deep, Open Cut LF 852 $ 66.90 $ 56,998.80 $ 135.00 $ 115,020.00 $ 161.99 $ 138,015.48 20 24" Sanitary Sewer, 14'-16' Deep, Open Cut, Wet Sand Bedding LF 1,358 $ 91.40 $ 124,121.20 $ 164.00 $ 222,712.00 $ 172.65 $ 234,458.70 21 24" Sauitary Sewer, AllDepths, Augered LF 453 $ 496.00 $ 224,688.00 $ 360.00 $ 163,080.00 $ 466.45 $ 211,301.85 22 24" Sanitary Sewer, AllDepths, Augered in Steel Casing LF 374 $ 496.00 $ 185,504.00 $ 425.00 $ 158,950.00 $ 500.12 $ 187,044.88 23 24" Sanitary Sewer, AllDepths, Augered in Non-metallic Casin LF 78 $ 640.00 $ 49,920.00 $ 560.00 $ 43,680.00 $ 539.99 $ 42,119.22 24 Sanitary Manholes, NormalDepth EA 12 $ 2,450.00 $ 29,400.00 $ 3,600.00 $ 43,200.00 ' $ 1,636.24 $ 19,634.88 25 Con'osion Resistant Sanitary Manhole, NonnalDepth EA 1 $ 5,550.00 $ 5,550.00 $ 6,000.00 $ 6,000.00 $ 6,092.01 $ 6,092.01 26 ExtraDepth on Sanitary Sewer Manhole VF 80 $ 145.00 $ 11,600.00 $ 225.00 $ 18,000.00 $ 108.48 $ 8,678.40 27 ExtraDepth on Con-osion Resistant Sanitary Sewer Manhole VF 4 $ 400.00 $ 1,600.00 $ 350.00 $ 1,400.00 I $ 234.48 $ 937.92 28 Abandon Existing 8" Sanitary Sewer LF 215 $ 7.40 $ 1,591.00 $ 6.00 $ 1,290.00 $ 10.17 $ 2,186.55 29 Abandon Existing I0" Sanitary Sewer LF 3,145 $ 5.90 $ 18,555.50 $ 7100 $ 22,015.00 $ 12.43 $ 39,092.35 30 Abandon Existing Sanitary Manholes EA 9 $ 1,100.00 $ 9,900.00 $ 800.00 $ 7,200.00 $ 1,130.00 $ 10,170.00 TOTAL BASE BID $1,215,950.20 II $1,302,815.00 Il $1,387,887.91 EXTRA PAY ITEMS: NO. UNIT UAN] PRICE BID PRICE BD PRICE BID I Extra StructuralBackfill (8<PI<20) CY 200 $ 20.00 $ 4d000.00 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 2 Overexcavation CY 200 $ 6.50 $ 1,300.00 $ 6.00 $ 1,200.00 $ 6.00 $ 1,200.00 3 Extra Hand Excavation CY 200 $ 13100 $ 2,600.00 $ 12.00 $ 2,400.00 $ 12.00 $ 2,400.00 4 Extra Machine Excavation (Around Obstrnctions) CY 200 $ 10.50 $ 2,100.00 $ 10.00 $ 2,000.00 $ 10.00 $ 2,000.00 5 ExtraRepla~e~nent of BackfillMaterial CY 200 $ 20.40 $ 4,080.00 ! $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 6 Extra Replacement Wet Sand Material CY 200 $ 5.00 $ 1,000.00 $ 5.00 $ 1,000.00 $ '5.00 $ 1,000.00 7 Extra Ce~nent Stabilized Sand CY 200 $ 20.00 i $ 4',000.00 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 Extra Wet Sand Foundation (24-inches of Crushed Stone in Fabric extending 24-inches outside of MH Base) for Sanitat~ 8 Sewer Manholes where unstable subgrade is identified EA 9 $ 500.00 $ 4,500.00 $ 1,000.00 $ 9,000.00 $ 500.00 $ 4,500.00 9 Extra Crushed Concrete or Stone for Wet Trench CY 200 $ 35.00 $ 7,000.00 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 TOTAL EXTRA PAY ITEMS $ 30,580.00 II , 31,600.00 II $ 27,100.00 ALTERNATE BID ITEMS: NO. UNIT UANT PRICE BID PRICE BID PRICE BID Add~tion/Deduction tbr the Elimination of Mid # 1 and boring directly from MH # 1A to Existing NIH at STA 1 + 11.19; nomnetallic casing required for limits shown on plans; all other I )ortions to have steel casing LS I $ 236,850.00 $ 236,850.00 $ (7,500.00) $ (7,500.00~ $1,132,825.00 $1,132,825.00 TOTAL ALTERNATE BID ITEMS $ 236,850.00 It $ (7,500.00)11 $~,132,825.00 A TOTAL BASE BID (from above) $1,215,950.20 $l,302,815.00 $l,387,887.91 B TOTAL EXTRAPAY ITEMS (from above) $ 30,580.00 $ 31,600.00 $ 27,100.00 ¥OIAL BID (A+B) $1,246,530.20 $1,334,415.00 $1,414,987.91 C TOTAL ALTERNATE BID ITEMS (from above) $ 236,850.00 $ (7,500.00) $1,132,825.00 TOTAL BID WITH ALTERNATE (A+B+C) $1,483,380.20 $1,326,915.00 $2,547,812.91 Bid Date: December 15, 2004 Bid Tabulation Page 2 of 4 O'DAY ROAD 24-1NCH TRUNK SANITARY SEWER PROJECT BID NO. RFB2005-013 Bid Tabulation 7 ~CM Contractors, ~olt Utilities, BASE BID: Ramos lndnstries, bm. lnc. Inc. NO. ITEM DESCRIPTION UNIT UAN~I PRICE BID PRICE BID PRICE BID 1 Mobilization (Maximum3%ofTotalBid) LS 1 $ 185,000.00 $ 185,000.00 $ 45,000.00 $ 45,000.00 $ 40,700.00 $ 40,700.00 2 traffic Control and Regulation LS 1 $ 28,000.00 $ 28,000.00 $ 82,400.00 $ 82,400.00 $ 23,650.00 $ 23,650.00 3 Flaggers Hours 700 $ 23.00 $ 16,100.00 $ 15.00 $ 10,500.00 $ 22.88 $ 16,016.00 4 TPDES Reqnirements (SWPPP) LS 1 $ 23,000.00 $ 23,000.00 $ 500.00 $ 500.00 $ 12,100.00 $ 12,100.00 5 Trench Safety Systein (inclndes all depths) LF 4,249 $ 1.00 $ 4,249.00 $ 0.10 $ 424.90 $ 0.77 $ 3,271.73 6 Control of Groundwater for Open Cut Excavations LF 4,249 $ 23.00 $ 97,727.00 $ 20.00 $ 84,980.00 $ 24.20 $ 102,825.80 7 HydromulchSeeding SY 2,513 $ 1.00 $ 2,513.00 $ 0.50 $ 1,256.50 $ 0.70 $ 1,759.10 8 Sodding SY 4,352 $ 4.00 $ 17,408.00 $ 3.00 $ 13,056.00 $ 4.62 $ 20,106.24 9 3" Sanitm'7 Sewage Force Main LF 25 $ 45.00 i $ 1,125.00 $ 50.00 $ 1,250.00 $ 158.68 $ 3,967.00 10 6" Sanitary Sewer Service Stubs, within 5' of main, with stack EA 3 $ 1,700.00 $ 5,100.00 $ 2,000.00 $ 6,000.00 $ 4,096.59 $ 12,289.77 I1 6" Sanitary Sewer Service Stubs, 0'-8' Deep, Open Cut LF 149 $ 38.00 $ 5,662.00 $ 35.00 $ 5,215.00 $ 166.86 $ 24,862.14 12 6" Sanitary Sewer Service Stubs, AllDepths, Augered LF 200 $ 140.00 $ 28,000.00 $ 110.00 $ 22,000.00 $ 204.33 $ 40,866.00 13 8" Sanitary Sewer Stub-ont, AllDepths, Open Cut LF 15 $ 51.00 $ 765.00 $ 50.00 $ 750.00 $ 178.41 $ 2,676.15 14 12" Sanitary Sewer Stnb-out, AllDepths, Open Cut LF 5 $ 100.00 $ 500.00 $ 100.00 $ 500.00 $ 181.78 $ 908.90 15 15" Sanitary Sewer Stub-out, All Depths, Open Cnt LF 10 $ 110.00 $ 1,100.00 $ 100.00 $ 1,000.00 $ 202.57 $ 2,025.70 16 24" Sanitary Sewer, 10'-12'Deep, Open Cnt LF 190 $ 84.00 $ 15,960.00 $ 145.00 $ 27,550.00 $ 158.28 $ 30,073.20 17 24" Sanitary Sewer, 12'-14' Deep, Open Cut LF 1,260 $ 95.00 $ 119,700.00 $ 180.00 $ 226,800.00 $ 165.28 $ 208,252.80 18 24" Sanitary Sewer, 12'-14'Deep, Open Cnt, Wet Sand Bedding LF 431 $ 100.00 $ 43,100.00 $ 220.00 $ 94,820.00 $ 187.03 $ 80,609.93 19 24" Sanitary Sewer, 14'-16' Deep, Open Cut LF 852 $ 107.00 $ 91,164.00 $ 200.00 $ 170,400.00 $ 184.53 $ 157,219.56 20 24" Sanitary Sewer, 14'-16' Deep, Open Cnt, Wet Sand Bedding LF 1,358 $ 111.00 $ 150,738.00 $ 220.00 $ 298,760.00 $ 211.48 $ 287,189.84 21 24" Sanitary Sewer, AllDepths, Augered LF 453 $ 400.00 $ 181,200.00 $ 262.00 $ 118,686.00 $ 278.58 $ 126,196.74 22 24" Sanitary Sewer, All Depths, Angeredin Steel casing LF 374 $ 650.00 $ 243,100.00 $ 450.00 $ 168,300.00 $ 523.88 $ 195,931.12 23 24" Sanitary Sewer, AllDepths, AugeredinNou-~netallic Casin LF 78 $ 690.00 $ 53,820.00 $ 450.00 $ 35,100.00 ~ $ 575.58 $ 44,895.24 24 Sanitary Manholes, NonnalDepth EA 12 $ 1,900.00 $ 221800.00 $ 2,000.00 $ 24,000.00 $ 2,698.66 $ 32,383.92 25 Corrosion Resistant Sanitary Manhole, NonnalDepth EA 1 $ 2,~;15.00 $ 2,615.00 $ 3,500.00 $ 3,500.00 $ 4,260.30 $ 4,260.30 26 Extra Depth on Sanitary Sewer Manhole vF 80 $ 180.00 $ 14,400.00 $ 70.00 $ 5,600.00 $ 105.69 $ 8,455.20 27 ExtraDepth on Corrosion Resistant Sanitary Sewer Manhole vF 4 $ 300.00 $ 1,200.00 $ 175.00 $ 700.00 $ 257.49 $ 1,029.96 28 Abandon Existing 8" Sanitary Sewer LF 215 $ 10.00 $ 2,150.00 $ 5.~30 $ 1,075.00 $ 3.74 $ 804.10 29 Abandon Existing 10" Sanitary Sewer LF 3,i45 $ 10.00 $ 31,450.00 $ 5.00 $ 15,725.00 $ 4.84 $ 15,221.80 30 Abandon Existing Sanitary Manholes EA 9 $ 300.00 $ 2,700.00 $ 500.00 $ 4,500.00 $ 606.54 $ 5,458.86 TOTAL BASE BID $1,392,346.00 II $1,470,348.40 II $1,506.007.10 EXTRA PAY ITEMS: NO. UNIT UAN~I PRICE BID PRICE BID PRICE BID 1 Extra StructuralBackfill(8<PI<20) CY 200 $ 23.00 $ 4,600.00 $ 20.00 $ 4,000.00 $ 20.90 $ 4,180.00 2 Overexcavation CY 200 $ 6.00 $ 1,200.00 $ 10.00 $ 2,000.00 $ 6.00 $ 1,200.00 3 Extra Hand Excavation CY 200 $ 12.00 $ 2,400.005 12.0~) $ 2,400.00 $ 25.66 $ 5,132.00 4 Extra Machine Excavation (Around Obstrnctions) CY 200 $ 10.00 $ 2,000.00 $ t0.00 $ 2,000.00 $ 10.00 $ 2,000.00 5 Extra Replace~nent of Backfill Material CY 200 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 $ 24.20 $ 4,840.00 6 Extra Replacement Wet Sand Material CY 200 $ 5.00 $ 1,000.00 $ 10.00 $ 2,000.00 $ 35.20 $ 7,040.00 7 Extra Cement Stabilized Sand CY 200 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 $ 35.20 $ 7,040.00 Extra Wet Sand Foundation (24-inches of Crushed Stone in Fabric extending 24-inches outside of MH Base) for Sanitary 8 Sewer Manholes where unstable subgrade is identified EA 9 $ 300.00 $ 2,700.00 $ 250.00 $ 2,250.00 $ 1,320.00 $ 11,880.00 9 Extra C~:ushedConcrete or Stone for Wet Trench CY 200 $ 20.00 $ 4,000.00 $ '20.00 $ 4,000.00 $ 40.70 $ 8,140.00 TOTAL EXTRA PAY ITEMS $ 25,900.00 II 5 26,650.00 Il $ 51,452.00 ALTERNATE BID ITEMS: ITEM iTEM DESCRiPTiON ~ UNIT I BASE UNIT BASE UNIT BASE NO. UNIT UANT PRICE BID PRICE BID PRICE BID Add~tmn/Dednction t6r the Elimination of MH # 1 and boring directly from MH #lA to Existing MH at STA 1+11.19; nanmetallie casing reqnired for limits sbowu on plaus; alt other I ~ortions to have steelcasing LS I $ 57,500.00 $ 57,500.00 $ 243,000.00 $ 243,000.00 $ 100,000.00 $ 100,000.00 TOTAL ALTERNATE BID ITEMS $ 57,500.00 II $ 243,000.00 II $ 100,000.00 A TOTAL BASE BID (fi'om above) $1,392,346.00 $1,470,348.40 $1,506,007.10 B TOTAL EXTRAPAY ITEMS (fi'om above) $ 25,900.00 $ 26,650.00 $ 51,452.00 TOTAL BID (A+B) $1,418,246.00 $1,496,998.40 $1,557,459.10 C TOTAL ALTERNATE BID ITEMS (fi'om above) $ 57,500.00 $ 243,000.00 $ 100,000.00 TOTAL BID WITH ALTERNATE (A+B+C) $1,475,746.00 $1,739,998.40 $1,657,459.10 Bid Date: December 15, 2004 Bid Tabolation Page 3 of 4 BID NO. RFB2005-013 10 ID1' Engineer's Estimate BASE BID: E.P. Brady, Ltd. L. Elliott Enterprises, Inc. ITEM ITEM lb UN1T I BASE UN1T I BASE UNIT I BASE NO. DESCRIPTION UNIT UAN7 PRICE BID PRICE BID PRICE BID I Mobilization (Maximum3%ofTotalBid) LS 1 $ 53,000.00 $ 53,000.00 $ 60,000.00 $ 60,000.00 $ 28,000.00 $ 28,000.00 2 Traffic Control and Regulation LS I $ 3,800.00 $ 3,800.00 $ 25,000.00 $ 25,000.00 $ 28,000.00 $ 28,000.00 3 Flaggers Hours 700 $ 31.00 $ 21,700.00 $ 22.00 $ 15,400.00 $ 30.00 $ 21,000.00 4 TPDESRequirements(SWPPP) LS 1 $ 125.00 $ 125.00 $ 6,000.00 $ 6,000.00 $ 9,957.00 $ 9,957.00. 5 Trench Safety System ( includes all depths) LF 4,249 $ 1.00 $ 4,249.00 $ 1.00 $ 4,249.00 $ 3.00 $ 12,747.00 6 Control of Groundwater for Open Cut Excavations LF 4,249 $ 20.00 $ 84,980.00 $ 30.00 $ 127,470.00 $ 26.00 $ 110,474.00 7 Hydromulch Seeding SY 2,513 $ 0.50 $ 1,256.50 $ 2.00 $ 5,026.00 $ 2.00 $ 5,026.00 8 Sodding SY 4,352 $ 3.50 $ 15,232.00 $ 3.25 $ 14,144.00 $ 15.00 $ 65,280.00 9 3" Sanitary Sewage Force Main LF 25 $ 27.00 $ 675.00 $ 600.00 $ 15,000.00 $ 80.00 $ 2,000.00 10 6" Sanitary Sewer Service Stubs, within 5' of main, with stack EA 3 $ 1,870.00 $ 5,610.00 $ 4,000.00 $ 12,000.00 $ 550.00 $ 1,650.00 11 6" Sanitary Sewer Service Stubs, 0'-8'Deep, Open Cnt LF 149 $ 80.00 $ 11,920.00 $ 280.00 $ 41,720.00 $ 30.00 $ 4,470.00 12 6" Sanitmy Sewer Service Stubs, All Depths, Angered LF 200 $ 255.00 $ 51,000.00 $ 290.00 $ 58,000.00 $ 80.00 $ 16,000.00 13 8" Sanitary Sewer Stub-out, AllDepths, Open Cut LF 15 $ 75.00 $ 1,125.00 : $ 475.00 $ 7,125.00 $ 85.00 $ 1,275.00 14 12" Sanitary Sewer Stub-out, AllDepths, Open Cut LF 5 $ 85.00 $ 425.00 i $ 170.00 $ 850.00 $ 90.00 $ 450.00 15 15" Sanitary Sewer Stub-out, AllDepths, Open Cnt LF 10 $ 64.00 $ 640.00 $ 690.00 $ 6,900.00 $ 95.00 $ 950.00 16 24" Sanitary Sewer, 10'-12'Deep, Open Cut LF 190 $ 2~40.00 $ 45,600100 $ 210.00 $ 39,900.00 $ 80.00 $ 15,200.00 17 24" Sanitary Sewer, 12'-14' Deep, Open Cut LF 1,260 $ 250.00 $ 315,000.00 $ 250.00 $ 315,000.00 $ 82.00 $ 103,320.00 18 24" Sanitary Sewer, 12'-14' Deep, OpenCut, Wet Sand Bedding LF 431 $ 270.00 $ 116,370.00 $ 270.00 $ 116,370.00 $ 82.00 $ 35,342.00 19 24" Sanitary Sewer, 14'-16' Deep, OpenCut LF 852 $ 260.00 $ 221,520.00 $ 270.00 $ 230,040.00 $ 85.00 $ 72,420.00 20 24" Sanitary Sewer, 14'-16' Deep, Open Cut, Wet Sand Bedding LF 1,358 $ 395.00 $ 536,410.00 $ 275.00 $ 373,450.00 $ 85.00 $ 115,430.00 21 24" Sanitary Sewer, All Depths, Augered LF 453 $ 575.00 $ 260,475.00 $ 340.00 $ 154,020.00 $ 195.00 $ 88,335.00 22 24" Sanitary Sewer, All Depths, Angered in Steel Casing LF 374 $ 536.00 $ 200,464.00 $ 550.00 $ 205,700.00 $ 500.00 $ 187,000.00 23 24" Sanitary Sewer, AllDepths, Augered in Non-metallic Casin LF 78 $ 700.00 $ 54,600.00 $ 510.00 $ 39,780.00 $ 525.00 $ 40,950.00 24 Sanitmy Manholes, NormalDepth EA 12 $ 2,120.00 $ 25,440.00 $ 5,500.00 $ 66,000.00 $ 2,500.00 $ 30,000.00 25 Con'osion Resistant Sanitary Manhole, Normal Depth EA 1 $ 4,550.00 $ 4,550.00 $ 40,000.00 $ 40,000.00 $ 4,000.00 $ 4,000.00 26 ExtraDepth on Sanitary Sewer Manhole VF 80 $ 150.00 $ 12,000.00 $ 510.00 $ 40,800.00 $ 90.00 $ 7,200.00 27 Extra Depth on Corrosion Resistant Sanitary Sewer Manhole VF 4 $ 350.00 $ 1,400.00 $ 1,000.00 $ 4,000.00 $ 110.00 $ 440.00 28 Abandon Existing 8" Sanitary Sewer LF 215 $ 4.40 $ 946.00 $ 41.00 $ 8,815.00 $ 6.00 $ 1,290.00 29 Abandon Existing 10" Sanitary Sewer LF 3,i45 $ 5.60 $ 17,612.00 $ 35.00 $ 110,075.00 $ 10.00 $ 31,450.00 30 Abandon Existing Sanitary Manholes EA 9 $ 200.00 $ 1,800.00 $ 2,500.00 $ 22,500.00 $ 700.00 $ 6,300.00 TOTAL BASE BID $2,069,924.50 II $2,165,334.00 I] $1,045,956.00 EXTI~,A PAY ITEMS: NO. DESCRIPTION UNIT UANI PRICE BID PRICE BID PRICE BID 1 Extra StructuralBackfill (8<PI<20) CY 200 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 $ 15.00 $ 3,000.00 2 Overexcavation cY 200 $ 6.00 $ 1,200.00 $ 6.00 $ 1,200.00 $ 6.00 $ 1,200.00 3 ExtraHand Excavation CY 200 $ 13.00 $ 2,400.00 $ 15.00 $ 2,400.00 $ 12.00 $ 2,400.00 4 Extra Machine Excavation (Around Obstructions) CY 200 $ 10.00 $ 2,000.00 $ ID.00 $ 2,000.00 $ 10.00 $ 2,000.00 5 Extra Replacement t~fBackfillMaterial CY 200 I $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 6 Extra Replacement Wet Sand Material CY 200 $ 5.00 $ 1,000.00 ' $ 5.00 $ 1,000.00 $ 5.00 $ 1,000.00 7 Extra Cement Stabilized Sand CY 200 $ 30.00 $ 6,006.00 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 Extra Wet Sand Fotmdation (24-inches of Crushed Stone in Fabric extending 24-inches outside of MH Base) for Sanitary 8 Sewer Manholes where nnstable sub,fade is identified EA 9 $ 275.00 $ 2,475.00 $ 2,100.00 $ 18,900.00 $ 500.00 $ 4,500.00 9 Extra Crushed Concrete or Stone for WetTrench CY 200 $ 30.00 $ 6,000.00 $ 20.00 $ 4,000.00 $ 20.00 $ 4,000.00 TOTAL EXTRA PAY ITEMS $ 2~,075.00 II $ 41,500.00 ]1 $ 26,100.00 ALTERNATE BID ITEMS: ITEM UNIT [~UANT NO. FFEM DESCRIPTION Addition/Deduction 1bt the Elimination oIMH # 1 and boring directly frmn MH #lA to Existing MH at STA 1+11.19; nomnetallic casing required for limits shown on plans; all other pmXions to have steel casing S I TOTAL ALTERNATE BID ITEMS UNIT PRICE $ (2,800.001 BASE UNIT BASE UNIT BID PRICE BID PRICE . $ (2,800.00) $ 275,000.00 I $ 275,000.00 $ 275,000.00 II $ 20,000.00 BASE BID $ 20,000.00 $ (2,800.00)11 $ 20,000.00 A TOTAL BASE BID (from above) B TOTAL EXTRA PAY ITEMS (from above) TOTAL BD (A+B) C TOTAL ALTERNATE BD ITEMS (frown above) TOTAL BID WITH ALTERNATE (A+B+C) $2,069,924.50 $2,165,334.00 $ 1,045,956.00 $ 29,075.00 $ 41,500.00 $ 26,100.00 $2,098,999.50 $2,206,834.00 "~ 1,072,056.00 $ (2,800.00) $ 275,000.00 $ 20,000.00 $2,096,199.50 $2,481,834.00 $1,092,056.00 Bid Date: Dece~nber 15, 2004 Bid Tabulation Page 4 of 4