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Memo Resolution 10-ENGR-38-C-03 Northcliffe Street Reconstruction Phase II Section 1Agenda No.7 CITY COUNCIL MEMORANDUM /RESOLUTION City Council Meeting: November 9, 2010 Department: Subject: BACKGROUND Engineering Bid # 10- ENGR- 38 -C -03 — Northcliffe Street Reconstruction — Phase II Section 1 As part of the 2006 Street Bond Election, the City designated funding for rehabilitation of Northcliffe Streets. The Reconstruction of Turnabout Loop, Country View, Harvest, Wensledale, and Chelsea, is the third project in this area. The project was bid on October 21, 2010 with eight (8) contractors submitting. A tabulation of the bids is attached showing the low bidder to be Wagner Materials & Construction with a bid of $1,322,530.13. As bid, the project consists of construction of new sidewalks, new curbs, driveways and a new pavement section. The Engineer's estimate was $1,529,428.58. FISCAL IMPACT Budgeted in 2006 Bond Election: $1,563,010.00 Current Estimated total cost, including engineering, construction and incidentals: $1._522,550.00 Under budget: $ 40,460.00 RECOMMENDATION The City Engineer concurs with Ford Engineering Inc. recommendation that Council award the bid for the Northcliffe Street Reconstruction — Phase II Section 1 Project to Wagner Materials & Construction, in the amount of $1,322,530.13. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ: Staff recommendations that the above stated are hereby approved and authorized. PASSED AND APPROVED at a regular meeting of the City Council of the City of Schertz, Texas this 9th day of November, 2010, at which meeting a quorum was present, held in accordance with the provisions of V.T.C.A., Government Code, §551.001 et seq. City Council Memorandum Page 2 APPROVED al Baldwi ; Mayor ATTEST: da Dennis, City Secretary October, 28, 2010 Project No. 1124.7202 Mr. Lawrence C. Dublin, City Engineer City of Schertz 10 Commercial Place Schertz, Texas 78154 Re: LETTER OF RECOMMENDATION Northcliffe Streets Reconstruction Phase II Eight (8) bids were received on the above referenced project at Public Works on October 21, 2010. All bids were considered responsive as to the require merits set forth in the Instructions to Bidders. The bids are tabulated and attached, along with supporting information required in the instruction to Bidders. Please see attached reference responses. Review of the bids indicate that Wagner Materials and Construction is the low bidder with a bid of $1,322,530.13. The Engineer's Estimate for the project construction was $1,529,428.58. It is our recommendation that the City award the contract to Wagner Materials and Construction in the amount of $1,322,530.13. Should there be questions, or if further information is needed, please do not hesitate to call me at 210 -590 -4777. Sincerely, Mark B. Hill, PE FORD ENGINEERING, INC. Incl. Bid Tabulation, Verification of Low Bidder Unit prices, required items as per ITB cc Sam Willoughby, Director of Public Works 10927 WYE DRIVE, SUITE 104, SAN ANTONIO, TEXAS 78217 (210) 590 -4777 FAX: 590 -4940 1 -800- 332 -3109 Web Site: www.fordengiiieering.com TBPE No. F -1 162 NORTHCLIFFE STREET RECONSTRUCTION PHASE II I oiv Bidders Ultit Price Verificsthott Biii DATE.: ?ptuHer - 21,'2010 ``f eq)ed \q, u]'I24 7202 Lo> W dder ':f At eragu Did Enginecrs Est : %I)I} 1' I11*/1 I AVERAGE FSTIAIATE: ITEM NO. DESCRIPTION UNIT QTY UNIT PRICE UNIT PRICE UNIT PRICE % % 1 TPDI:S -Storm Water Pollution Prevention Plan is I S 4894.00 S 11,205.33 $ 26,698.66 121/. 63% 2 Mobilization Traffic Control and Regulation Is t S 124 313,00 $ 93,312,38 S 97.895.07 -3346 -27% 3 E l S 12 240.00 $ 19 331.94 S 26,698.66 37% 54% 4 Site Restoration (Utility Conslntction if 132 $ 105.00 $ 73.46 S 36.11 -43% -191% 5 Adjust Manhole and Frame and Cover ea 18 I S 1,160,00 S 725.68 S 684.05 -60:5 -70% 6 Remove Concrete Curb and Gutter If 11994 S 5.00 $ 2.44 S 2,36, - 105% -112% 7 Remove Concrete Sidewalk and Driveway 5260 S 10.00 S 6.81 $ 6.87 -47 -46% 8 Water Pipe [PVC 0900) IDR14)jOpcn Cu _ I2" If 85S S 37.00 S 47.01 S 69.00 21% 46% 9 Water Pire (PVC C900 DR 14 ) (Opem Ch 8" If 5465 S 24,00 S 33.69 S 26.33 29% 9% 10 Water Pipe (PVC C900) (DR14) (Bore and Case, w/ 24" Steel Casing) 12" If 35 S 437.50 S 342.88 S 386.00 -28% -13% 11 Water Smice 314 in short side situ,11e1 ea 3 S 676;25 S 769.35 $ 727.91 12% 7% 12 Water Service 314 in (long side ) tsing le ea 5 $ 902,70 S 1,025.78 S 746.08 I2% -21 %I 13 Water Sen7� short side (dual) ea 35 S 826.20 S 854.56 S 1,059.30 3% 22% 14 WatcrService `1" Iona: side 'dual) ea 31 S 1,123.00 5 1,142.25 5 1,121.15 2% 0 91e 15 Water SemiceRecomkction'Dual l ") ea I S 1091,40 S 1,192,67 S 1,121.15 8% 3% 16 Water Tie -In Com le le (12" ea 3 S 1333.00 S 2,559.41 S 4,577.00 48% 71% )7 Water Tie-in {Com le(e ) (8 ") ea 8 S 894.50 S 1,360.72 S 1,606.36 52% 44% 18 Water Tie -In Com 1cle 6' ea I S 795.60 S 1,570.57 S 1,390.47 49% 430 19 Water Cut, Plug, Abandon 6" ea 3 S 887.40 $ 625.14 $ 766.34 -42°/ -16% 20 Water Cut, Pfug,Abandon 12" ea I S 1,326,00 S 804.92 S 1,026.37 •65% -29% 21 Fire FlEdrant Asscmbl Cot iete ea 9 S 3,497.50 S 46.90 S 3,706.70 $ 3,525.93 61% 1% 22 Fire Fb drant Branch (Di) (CL 350) (6 in ( 'n Cut if 72 S 43.51 S 37.90 -8% -24 %- 23 Sat me Fire Fl •dmit ea 4 S 548.80 S 1,)00.89 S 799.12 45% 31% 24 Gate Valves 12" ea I $ 2,478.60 $ 2,329.36 S 1,197.66 -6% -107% 25 Gate Valves 8" ea IS $ 1,486.00 S 1,152.54 S 1,197.66 -29% -24% 26 Blow Off Valve- Permanent ea I S 3,172.20 $ 1,914.20 S 1,528.37 -66% -108% 27 Blow OffValve(2 ")STemraorans) ea 9 S 1707.50 $ 1,380.31 S 1,328.37 -24% -29% 28 sure Reducigg Valve Assembly and Vault (Coniplele ea I S 14586.00 S 14,112.76 S 14,725.75 -3% 1% 29 Water Ateler Relocate ea 140 $ 175.40 S 145.02 S 242.14 -21% 28% 30 Water AtelerBox ea 140 S 114,25 $ 129.58 S 16L37 29% 31 Sanitan Sewer SDR26} 8" If l8 S 65.25 S 32.70 S 90.00 28% 32 Sanila Sewer Sevice If 25 S 66.30 S 70.37 S 56.50 ]24% -17% 33 Stonn Sewer lalerat RCP 24" if 4 S 113.20 $ 148.28 S 90.00 -26% 34 Precast fillet (Comp lele) T Ze C) t 15 ea 1 S 8,965.80 S 6,945.69 S 4 500.00 -29% -99% 35 Flexible Base c ' 2018 S 24.25 S 29.40 32.40 18% 25% 36 t1MAC lT re D 2") lon 2429 S 60.50 S 3.25 S 71.41 S 66.85 15% 9% 37 Prime Coal 0.2 aIrs ' fal 4225 $ 4.39 S 3.10 26% -5% 38 Tack Coal 0.l gaVs• gal 2113 S 0.01 S 3.88 S 2.63 100% 100% 39 Concrete Driveways sg 2827 .. S 30.00 $ 44.69 S 43.78 33% 31;0 Low Bidder Unit Price Evaluation 1HORTHCLIFFE :ST,REETRECON,$TRUCTiON.P$ASEII >[: Loil Btttticr!s Un1t.Prtcc Vcrifcatiol► ; :`" DID DATE.:OclObet 21;`2010 – - Yrolea\o:ii1.12472rJ2 Lo« Adder`:' 77AycrtgF Dld EuglneersEst.:'. %DIFF AVERAGE %DIFF: :ESTli14ATE ITEM NO, DESCRIPTION UNIT QTY UNIT PRICE UNIT PRICE UNIT PRICE % 40 41 TirernoPlastiePaYenuntDla 55liite (12) Curb If 126 1862 S 10.20 S 12.52 S 8.00 S 7.08 19 %' 37% -28% If 10116 if S 4.80 S 7.90 S 27.55 S 7.60 32 °% 42 43 Curb and Gutter S 11.99 $ 24.46 34% 68% Concrete Sidewalk- SY 4414 S 36.41 $ 33.88 24% 19% 44 Soddin • SY 4501 S 3.40 S 5.23 5 5.01 35% 32% 45 Cement Kiln Dust ton • ea 533 4697 S 10D.25 5 6.25 S 124,42 S 24.20 S 116.67 S 16.11 19% 74% 14% 61:6 46 Street Reclanialion (top of ro osed sub Trade 47 Relocate Mailbox 140 18 S 244.06 S 116.92 S 126.61 -109 16 -93% 48 Removtr Replace SipjConylete) —sa-1 S 153.00 S 245.06 S 250.00 _38% 39% Low Bidder Unit Price Evaluation 2