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BAWA Resolution No. 2007-0008 RESOLUTION NO. 2007-0008 A RESOLUTION OF THE BOARD OF DIRECTORS OF THE BAYTOWN AREA WATER AUTHORITY AUTHORIZING CHANGE ORDER NO. 4 WITH REYTEC CONSTRUCTION RESOURCES, INC., FOR THE BAWA 30-INCH WATER TRANSMISSION LINE PROJECT SUBJECT TO THE APPROVAL OF THE CITY COUNCIL OF THE CITY OF BAYTOWN; AUTHORIZING PAYMENT IN THE AMOUNT OF NINETY-SEVEN THOUSAND NINE HUNDRED FIFTY-ONE AND NO/100 DOLLARS ($97,951.00); AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. ************************************************************************************* BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE BAYTOWN AREA WATER AUTHORITY: Section 1: That subject to the approval of the City Council of the City of Baytown, Texas, the Board of Directors of the Baytown Area Water Authority hereby authorizes Change Order No. 4 with Reytec Construction Resources, Inc., for the BAWA 30-inch Water Transmission Line Project. A copy of Change Order No. 4 is attached hereto, marked Exhibit "A" and made a part hereof for all intents and purposes. Section 2: That subject to the approval by the City Council of the City of Baytown, Texas, of the change order referenced in Section 1 hereof, the Board of Directors of the Baytown Area Water Authority hereby authorizes the payment of NINETY-SEVEN THOUSAND NINE HUNDRED FIFTY- ONE AND NO/100 DOLLARS ($97,951.00) to Reytec Construction Resources, Inc., for such change order. Section 3: This resolution shall take effect immediately from and after its passage by the Board of Directors of the Baytown Area Water Authority. INTRODUCED, READ and PASSED, by the affirmative vote of the Board of Directors of the Baytown Area Water Authority this the 16th day of May, 2007. 1 RO8ERT L. GILLETTE, President L ODY, Assistant Secretary APPROVED AS TO FORM: dZXACIO RAMIREZ, SR.,G al Counsel R:1KarenlFiles\BA WA\Resolution120071BA WARcytecChangeOrderNo,4.doc W.'6 S I t*Z.,:it I.,I I)tit it rimmo:t vs%%I o wil to ill;sr9�,.i-,I will itirld V,%\%:jI ultslsa ayt of ui,ippw miod ItIl of tIo1Ir.qIq'()j% I N()1%, �SNOISLVIII S-1 NAM 1.10(11.)VIII No .) 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I :Itillottiv oluitio.) %.III MY I WL6S *41(11 ItIllottl\., :Itillottl\'. 1,11!jltllv.) 00*099*89O*6S Pluillo')11,10I.I() Ilopfulstloj x1lial1 1001 L 9 ddV HAMM ilp(oil III v lumv limoril-11 (IN'I'll t try j1IIJ()xitluti.) 111IM: ki'llssliusill-11 JaIlUM..91/..Of 11HUM) SU 3 El N 10 N A 3 1Vd Reytec Construction Resourcesq Inc. 1901 Hollister Houston.Texas 77080 Office 713.957.4003 w �.w -�• wwr� March 30, 2007 Pate Engineers 13333 Northwest Freeway. Ste. 300 Houston.TX 77040 Attn: Paul C.Wallick P.E Re: Subject:Cost Proposal for the 30" Waterline to the Pump Station Header Project: 2076- 30"!16" Water Transmission Man {BAWA} Pate Proj 9: 1329-003-00 Mr. Wallick: Proposal to connect the proposed 30" Waterline to the Pump Station Header is as follows: Step 1: Remove and Salvage as follows: • 30" Waterline - 68 It' Access Manhole - 1 ca • Air Release Manhole ._ 1 ea • Butterfly Valve tilanhole - I ca • 30" Butterfly Valve %v/Fittings- 1 ea Step 2: Installation of the following: • 30" Waterline w!Restrained Joints- 190 1f • Access Manhole- I ea • :fir Release Manhole - 1 ea • Butterfly Valve Manholes- 1 ea • �U" l3uttertly Valve ��!related fittings and thrust blocking Step 3: Removal of the following: • Remove concrete thrust black at the end of'the 48" header • Remove 48" Blind Flange and install 48"x 30" Reducer Fittings[requires pump station shut down] Remove existing Valves and Access Manholes Description Q Units Unit Price Total Labor and Equipment 2 days $ 3,495.00 $ 699000 Haul of broken stabilized sand 36 cy $ 5.00 $ 180.00 Backfill and Grade Site 1 day $ 3,495.00 $ 3.4 Subtotal $ 10,665.00 Remove of Concrete Thrust Block/Tie back to Puma Station Labor& Equipment 2 da s $ 3.495.00 $ 6,990.00 Install Manhole 2 ea $ 3,495.00 $ 6,990.00 Install Butterfly Valve �v/fittin&s 1 ea $ 3.495.00 $ 3.495.00 Haul of broken concrete 10 c $ 4.00 $ 40.00 Cement Stabilized Sand 36 tons S 15.00 $ 540.00 Concrete Thrust Block 12 c $ 80.00 $ 960.00 30"x 90 deg MJ DI Bends 1 ea $ 4.300.00 $ 4.300.00 30" Solid Sleeve 1 ea $ 2.600.00 $ 2,600.00 30" Start Grip Restraint for fittings 3 ea $ 682.50 $ 2.047.50 30" Pipe Restraints 12 ea $ 850.00 $ 10 200.00 48"x 30" Steel x 90 degree reducing blind flange 1 ea $24.600.00 $ 24 600.00 Install 30"Waterline 190 I 1 day $ 3,495.00 $ 3,495.00 30" PVC Pie 190 If $ 70.65 $ 13 423.50 Trucking Haul surplus etc.. 180 c $ 4.40 $ 792.00 Bank Sand for Bedding 280 c $ 6.50 $ 1,820.00 Remove and Replace Concrete Slab 56 SY 70.00 $ 3,920.00 Remove and Replace exist Asphalt 22 s $ 55.00 $ 1.210.00 Restore Grass 1 EIs $ 1,000.00 $ 1,000.00 Total $99 088.00 15% Profit&Overburden $ 14,863.20 Subtotal $ 113,951.20 Credit: Delete Item#23[Wet Connections for exist 36' Waterline] is $16,000.00 $06.000,000 Total $97,951.00 UdIJU/ZWOf 1b:OV 114WILWOf! Mr-TIG9.► , nun Y`ffY•1 ,i Should you need any more additional ini'onnation,please feel free to contact us. 'hank you., wheuely Reytea Construction Resources,Inc. C ;" .ed?m 4 Ramesh Pavalud Project Manager 'Q1-25-2006 01:511`11 FR014-PATE ENGINEERS +T13-462-1631 T-050 P-011/024 F-313 Item Section Description of Item with Unit Total H& om Unit UnitPrice Wmi}tmem in Words Price gs 23 02SI1 I fiA. Wet Commmm orlon to Bxisdag 36"Waterline using 02S H 36"x30"Cut in Teo with Split Butt Bttaps,Complete in Place: ® S Ty � vjn.� $ /G, 000� $Per Ei&cn - DoL�y 24 02511 1 and x 12-inch Tapping Blom 02525 and VaW%Complete in Placer ® StL✓.C� 'Tito aJl A,fS 7 d D� 3 7 OOa rJ0 L."44 Per Each 25 01578 6,000 L.F. Famish and Install Well Pointing System,Complete in Place: ® f/- o Gt rnA.) $ /S 7 $ �o Ars a Per Linear Foot 26 M260 31,300 L.F. Famish and Install Tremh SOW System for Water Line Consnaction,Complete in Plum ® OuX 17yw•sh $ S Y/300 Per Linear Foot 27 01160 1 L.S. Preparatory Work inolndimlg MobWtation and Monitoring Assoolated with Potentially Contantianted 3oi1/0roundwater per Specifications,Complete in Place: @ �iF r. -� Tim•n�.�� $ 00 L&O A4 Per Lump Sum 28 01160 1,500 C.Y. Handling,Transportation,Trca==and Disposal of Impacted Soil and Ground Water from Open Cut or Auger Construction,Methods per Spacificatl=% Including All Material,13"menr,and Labor.Complete in Place: Per Cubic Yard Bid Sheet Must Be Ldtfaled By Some Potion As Proposal ot/ S of 1 S ADDFNDUM NO.I