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Home My WebLink AboutO-2005-2830 c REQUEST FOR CITY COUNCIL AGENDA ITEM Agenda Date Requested: June S? ~ Requested By: S. Gillett ~ Department: Public Works Appropriation Source of Funds: UTL897 Account Number: 003-9890-897-1100 Report: Resolution: Ordinance: XX Amount Budgeted: $J50,OOO Exhibits: Ordinance Amount Requested: $269,96320 Exhibits: EDl!ineer's Recommendation Budgeted Item: YES Exhibits: Rid Tahulation The FY 2004-2005 Utility CIP Fund included the replacement of water and sewer lines along Bayshore Drive, near Sylvan Beach. The Project is a continuation ofthe systematic replacement of utilities within the older sections of the City. The Project, designed by Freese & Nichols, Inc., received bids on June 13, 2005, with three (3) bids received. Low bid was submitted by Insituform Technologies, Inc. in the amount of $257,108.20. Completion date is 90 days after receipt of notice to proceed. A total of $300,000.00 was budgeted for construction of this Project References were provided, and checked by the Engineer. The Engineer recommends award to Insituform Technologies, Inc. for the bid amount. ~rr ~ ~Wc. Cb~Iir.a.c:1; ~Dd.J,Ze- <>,i> 1/'2~~ Action Required by Council: Approve an Ordinance authorizing the City Manager to execute a contract with Insituform Technologies, Inc. in the amount of $257,108.20 for the construction of the Project, and authorize $12,855.00 for contingency. Approved for City Council Aeenda 6/6f~ Dati ORDINANCE NO. 2005- ~g.30 AN ORDINANCE APPROVING AND AUTHORIZING A CONTRACT BETWEEN THE CITY OF LA PORTE AND INSITUFORM TECHNOLOGIES, INC., FOR THE CONSTRUCTION OF THE BAYSHORE DRIVE UTILITY PROJECT, APPROPRIATING $257,108.20 PLUS A CONTINGENCY OF $12,855.00, TO FUND SAID CONTRACT, MAKING VARIOUS FINDINGS AND PROVISIONS RELATING TO THE SUBJECT, FINDING COMPLIANCE WITH THE OPEN MEETINGS LAW, PROVIDING AN EFFECTIVE DATE HEREOF. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF LA PORTE: Section 1. The City Council hereby approves and authorizes the contract, agreement, or other undertaking described in the title of this ordinance, a copy of which is on file in the office of the City Secretary. The City Manager is hereby authorized to execute such document and all related documents on behalf of the City of La Porte. The City Secretary is hereby authorized to attest to all such signatures and to affix the seal of the City to all such documents. City Council appropriates the sum of $257,108.20 plus a contingency of $12,855.00, from Fund 003, Project Number UTL897, to fund said contract. Section 2. The City Council officially finds, determines, recites, and declares that a sufficient written notice of the date, hour, place and subject of this meeting of the City Council was posted at a place convenient to the public at the city Hall of the City for the time required by law preceding this meeting, as required by the Open Meetings Law, Chapter 551, Texas Government Code; and that this meeting has been open to the public as required by law at all times during which this ordinance and the subject matter thereof has been discussed, considered and formally acted upon. The City Council further ratifies, approves and confirms such written notice and the contents and posting thereof. Section 3. This Ordinance shall be effective from and after its passage and approval, and it is so ordered. PASSED AND APPROVED, this 27th day of June, 2005. By: CITY OF LA PORTE ~~~~ Alton E. Porter Mayor ATTEST: vfI!~ Mareha A. i lett City Secretary /.1/ a) /,/ , IV(>{~ , Knox W. Askins City Attorney APPROVED: 2 Freese and Nichols, Inc. Engineers Environmental Scientists Architects 2010 East Broadway Pearland, TX 77581-5502 281/485-2404 281/485-4322 fax www.freese.com June 15, 2005 FNI04-346 Mr. Steve Gillett Director of Public Works City of La Porte 2963 North 23rd Street La Porte, Texas 77571 Re: Bayshore Drive, Water and Sanitary Water and Sewer Line Replacement Dear Steve: On June 13,2005, three (3) bids were opened for the referenced project. Bids were checked and tabulated. The low bidder is Insituform Technologies, Inc. with the total base bid of $257,108.20. Enclosed are ten (10) copies of bid tabulation sheet. Based on the Company's reputation and references, Insituform Technologies, Inc. is a responsible and responsive company with experience in this type of work. Therefore, we recommend award ofthis contract to Insituform Technologies, Inc. We are looking forward to the successful implementation of this project. Please call me if I can be of service to you. Sincerely, ~~L.S Senior Project Manager Enclosure: T.LPT04346Gillett3Itr BIDTABULA"fION ern OF t.A PORTE BAYSHORE DRIVE - WATER AND SANITARY SEWER LINE REPLACEMENT BID NO. 05024 Bids Opened: 06--13-05 Prepared By: Freese & Nichols, Inc. FNI No, 04-346 SECTION -A" - WATERLINE!: ITEM BID NO. ITEM DESCRIPTION UNIT QUANTITY 1 Right-of-Way Preparation For Wa!eOOe LS 1.0< 2 Traffic Control For Waterline Construction LS 1.0< S" PVC. (C 900 DR.1S), Waterilna,lncludlng 1,471.0< excavation, bedding, & backfll.l.llg n open CUI LF 4 S- PVC (C 900, DR-1S) Walerline In Uncased '48.0< Bore Hole LF sla- PVC (C-900, OA-1B) Waler.,e W'lCludklg - 40.0< excava.tion, beddng and backflllW'lg In open cut LF 6 - PVC (C900, DA-1S) Waterline kl uncased borehole LF 205.0 74" PVC (C-900, DR-1S) Walerline Including 200.0< excavation, bedding, & backfilling ill open cut LF S Fire Hydrant with 6' PVC lead (W) EA '.0< 94" G. V. wI Box (MJ) EA 12.0C 10 6"G. V.w/Box (MJ) EA 6.0< 11 "0. V. w1Box(MJ) EA W 12 S" 90- Bend (MJ) EA 2.0< 1 4"111/4" Bend (Ml) EA 18.0< 14 8"x S"x 6" Tee (Ml) EA 6.0< 15 8" x 6" Reducer (MJ) EA 2.0< , " x 2' Reducer IMJ) EA 8.0 17 l' poly service lWle lneludW'lg bore under the 1.0< road and tie-in 10 existing meter (/orIg side) EA 11 1" Poly service line and tie-In to existing meter (shorlside) EA 3.0 1 E TIe-in 10 existflg 8' wa.terline EA 1.0< 2l Tie"*' to existing 6" waterline EA 2.01 21 Tie-in to existing 4' waterline EA 6.0< 22 ie-in to existing 2" waterline EA 8.0< 23 Remove existing fire hydrant and valve and 5.0< plug the line EA 2 Trench Safety LF 1,800.0 25 Flller Fabric Fence (1nstaR & Remove) LF 650.0 26 !construction Exit (Type 1) (Install & Removel SY 200.0< 27 Complete Site Restoration ..eluding Clean Up, Seeding, Sodding, pavl'lg as necessary LS 1.0 SUBTOTAl SECTION -A- 1 Insituform Technologles,lnc, UNIT PRICE AMOUNT $3,000.0< $3,000.00 $300.00 $300.00 $35.00 !li51 485.00 $3.5.n1 1.19180.00 "'?'" $1 680.00 $41.00 $8 405.00 $41.00 $8 200.00 $2,250.00 $11 250.00 $400.00 S4 800.00 510.00 $3 060.00 $760.00 $5,320.00 $175.00 $350.00 $100.00 $1,800.00 $240.00 $1 440.00 $18Q.nl $360.00 $160.00 $1,280.00 $1 000.0 $1 000.00 '700.00 $2 100.00 $1500.00 $1 500.00 $1 500.00 "000.00 $1000.'" $6 000.00 $800.00 $6 400.00 '280.00 $1 400.00 $0.01 $18.00 $1.00 $650.00 $20.00 S4 000.00 sa,800.oo $8 600.0 $156,578.00 2 Horseshoe Costructlon, Inc, UNIT PRICE AMOUNT $5 000.00 $5 000.0 $5,000.00 $5,000.00 $38.00 $55898.00 $45.00 $24 660.00 $38.01 $1520.0< $40.00 $8 200.00 $40.00 $8000.00 $2 200.00 $11 000.00 $400.0< $4 BOO.(J( $500.00 $3000.00 $850.00 $5 950.00 $175.00 $350.00 '50.00 $900.00 $120.0l $720.00 070.00 $140.00 $40.00 $3W.0< $750.00 $750. $57'.0< $1 725.00 $600.00 $600.00 $600.00 $1 200.~ $500.00 .3000.0< $400.00 1.3 200.00 $500.0< $2 500.00 $3.00 $5 400.00 $4.50 $2,925.0< $10.00 $2 000.00 $5,000.00 $5 000.0< $163,758.00 3 Troy Construction, L.L,P. UNIT PRICE AMOUNT $1,200.00 $1 200.00 $1,200.00 $1 200.00 $66.00 $97 086.00 $95.00 $52,060.00 $65.00 $2,600.00 $76.00 >tiS 580.00 $56.00 $11 200.00 $1 956.00 $9 700.00 $492.00 $5 904.00 $624.00 $3,744.00 $960.00 $6720.00 $924.00 $1 848.00 $96.00 ~1 728.00 $600.00 $3 600.00 $360.0 $720.00 $180.00 $1 440.00 $960.00 $960.00 $600.00 $1 800.00 $1,668.00 $1568.'" $1 596.00 $3,192.00 $1 248.00 $748S.00 $1 152.00 $9216." $1,400.00 $7000.00 $1.00 $1800.00 $2.00 $1 300.00 $18.00 $3,600.00 $3 000.00 $3000.00 $257,434.00 ITEM BID NO. rrEM DESCRIPTION UNIT QUANTrrv 1 Right-of-Way Preparation For Sewer Line LS W 2 TraffIC Control For Sewer Line Construction LS ..0< ~ 10' HOP Pipe through Existing 8" Clay Sanitary Sewer Une by Pipe BurstKlg Insertion Method, Including Tie..., to Existing MH, 1..55.0< comlete, In place LF 4 S" HOP Pipe through Exlstilg 8" Clay Sanitary 100.00 Sewer Une by Pipe Burslng Insertion Method LF 5 Remove and Replace Existing S" Sanitary Sewer Line wlSDR-26 Gravity Sewer Line 20.00 {6'-8' Deep) LF a TIe-in 10 Existing 8" Sanitary Sewer Line with 2.0< High Pressure Clamp EA 7 By-pass Pumping, as necessary, As Directed "0< by Engineer LS a Trench Salety LF 20.0 9 Complete site restoration .,cludlng clean up, 1.0< seeding, sodding and paving as necessary LS 10 4' Sanitary Sewer Service Reconneclion 5.0< (Short Side) EA SUBTOTAL SECTION "S" SECTION .C' - EXTRA WORK To be done where authorized by the Engineer and In quantities 10 be authorized. Contractor shan provide unit prices ONLY lor this Section. ITEM BID I NO. rrEM DESCRIPTION UNIT QUANTITY 1 Extra Labor (unSkilled) ManHr .- - I 2 Extra Labor (skilled) ManHr -- ...- 3 Extra Excavation (machine) CY .... -- 4 Extra Cemenl Slabnlzed Sand BackflU CY -.. .-. 5 Extra Ductile Iron Fittings, aM classes and sizes, In place TN ..- ..- SUBTOTAL SECTION .C" BID SUMMARY SECTION "A. SECTION "B" SECTION .C. TOTAL BASE BID UNIT PRICE AMOUNT $2,600.00 $2,600.00 $300.00 $300.00 $36.00 $70 380.00 $34.00 $3400.00 $140.00 $2 600.00 $1 500.00 $3,000.00 $100.00 $100.00 $0.01 $0.20 $2 750.00 $2,750.00 $1 000.00 $5,000.00 $90,530.20 1 Insltuform Technologies, Inc. UNIT PRICE AMOUNT $16.00 -- .- $25.00 - --- $6.00 -.-- ---- $25.00 --- .... $1,000.00 .--. $10,000.00 $156,578.00 $90,530.20 $10,000.00 $257.108.20 _...oo.;..o;;:~,~,. /?:"J:"1L":"'h...tt.';-"~ ; .il . \\..\ & ., - .~...,.".. f.. f. ~.:....:si.ii~t.D~~~ '''1 " ."~.)......"'."""" ;0:1 ~':1~", ~3233 <3'/!tt~ ",.()"".tf~C;lo,.<.'?;..jN.I /' UNII PAICE AMOUNT $5,000.00 $5,000.00 $5 000.00 $5 000.00 $42.50 $83,087.50 $65.00 $6 500,00 $150.00 $3,000.00 $750.00 $1,500.00 $1,000.00 $1 000.00 $25.00 $500 .00 $5 000.00 $5 000.00 $950.00 $4 750.00 $115,337.50 2 Horseshoe Costructlon, Inc. UNIT PRICE AMOUNT - ..-- ---- .... ..- --. .- -.. -.. $10,000.00 $163,758.00 $115.337.50 $10,000.00 $289.095.50 V'''' PRICE AMOUNT $2 400.00 $2.400.00 $1 800,00 $1800.00 $46.00 $89,930.00 $37.00 $3 700,00 $68.00 $1,360.00 $240.00 $480.00 $600.00 $600.00 $10.00 $200.00 $600.00 $600.00 $588.00 $2940.00 $104,010.00 3 Troy Construction, L.L.P, UNIT PRICE AMOUNT $27.00 - - $35.00 --- -.- $35.00 -- -- $50.00 -.. -.- $2,500.00 .... -- $10,000.00 $257,434.00 $104,010.00 $10,000.00 $371 ,444.00