Loading...
R2005-0148 10-03-05 RESOLUTION NO. R2005-148 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, APPROVING CHANGE ORDER NO. 2 ASSOCIATED WITH THE MCHARD ROAD PROJECT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That change order No.2 associated with the construction of the West McHard Road Project, a copy of which is attached hereto as Exhibit "A" and made a part hereof for all purposes, is hereby authorized and approved. Section 2. That the City Manager or his designee is hereby authorized to execute and the City Secretary to attest Change Order No. 2 associated with the McHard Road Project. PASSED, APPROVED and ADOPTED this the 3rd day of October AD., 2005. ~r2~ TOM REID MAYOR ATTEST: APPROVED AS TO FORM: ~H.~ DARRIN M. COKER CITY ATTORNEY Exhibit "A" Resolution 2005-148 TEXAS DEPARTMENT OF TRANSPORTATION CONSTRUCTION CONTRACT CHANGE ORDER NUMBER: 2 Advance Funding Agreement (Third Party Funding) Information This form is used when the subject change order involves funding by a source other than TxDOT/U.S. DOT. 1. Outside funding provided by: CCSJ: 0912-31-120 The City of Pearland (Outside Entity's Legal Name) Project: HP (546)1 Highway: CR Limits: McHard Road from SH35 to Pearland Pkwy 2. Type of outside funding agreement for this change: o Existing o Amended [ Check one] o New City CIP No: County: Harris 3. Indicate the type and amount of funding: District: HOU o Fixed Price (Lump Sum) (Estimated Amount: Contract Number: 01053206 o Actual Cost (Estimated Amount: $58,660.48 ) Use as needed: I hereby approve the modifications covered by Form CO for this Change Order and agree to finance the additional costs, if any. as reflected by this form. (a) Contract Items (Bid Items): $58,660.48 (b) E&C*: (a) x 10.5% = enter % Subtotal (c) Indirect Cost**: (a + b) X 0.0% = enter % TOTAL $6,159.35 $64,819.83 $0.00 $64,819.83 By Date 10/7 /O~ t&lI8--~ Advance Funding Bill Eisen TypedlPrinted Name City Manaqer TypedlPrinted Title * The percentage (%) for E&C (Engineering and Contingencies) charges varies from project to project from approximately 6% to 11 % depending on the contract amount of the project. Projects with higher contract amount will have the lower rate of E&C charge. For a specific project, E&C rate (%) can be derived from the cost of "Engineering and Contingencies" in the "Estimated Casf' of the project. ** Use the statewide district rate as established by Finance Division each year. This line is for Service Project only, unless otherwise specified in the Advance Funding Agreement. See Stand Alone Manual Notice 98-2 for instructions. Advance Funding for this Change Order has been arranged: District Engineer Date Typed/Printed Name: rxOOT Form CQ-AFA (Rev. 5-2003) (Modified for Houston District use, 10103) ex H /B 17e. "A" 0912-31-120 Change Order No.2 Texas Sterling Construction Contract Item No. Item Desciprtion Unit Contract Qty Price Total 260-0505 Lime Treated Subgr (DC)(6") SY 24846.20 $ 5.00 $ 124,231.00 260-0520 Lime (TyA Slry)(TyS, Ty Dry) TOt'l 335.43 $ 150.00 $ 50,314.50 276-0526 CTS (Str-0)(TyD1or D2)(Gr6)6" SY 33800.00 $ 10.00 $ 338,000.00 345-0505 ASS (GR4)(1") TON 1858.00 $ 40.00 $ 74,320.00 345-0505 ASS (GR 4A) TOt'l 6000.00 $ 25.00 $ 150,000.00 566-0513 Pipe Unddr (Ty7)(8") LF 1945.00 $ 16.00 $ 31,120.00 Original Contract Quantity Contractor Item No. Item Desciprtion Unit Revised Qty Price Total 260-0505 Lime Treated Subgr (DC)(6") SY 15644.00 $ 1.50 $ 23,466.00 260-0520 Lime (TyA Slry)(TyS, Ty Dry) TON 211.33 $ 120.00 $ 25,359.60 276-0526 CTS (Str-0)(TyD1or D2)(Gr6)6" SY 15644.00 $ 10.00 $ 156,440.00 345-0505 ASS (GR4)(1") TOt'l 860.00 $ 40.00 $ 34,400.00 345-0510 ASS (GR 4A) TOf\ -6000.00 $ 25.00 $ (150,000.00) 566-0513 Pipe Unddr (Ty7)(8") LF -1945.00 $ 16.00 $ (31,120.00) Quantities to be added/reduced New Cont Item No. Item Desciprtion Unit New Contract Qty Price New Total 260-0505 Lime Treated Subgr (DC)(6") SY 40490.20 $ 3.65 $ 147,697.00 260-0520 Lime (TyA Slry)(TyS, Ty Dry) TON 546.76 $ 138.40 $ 75,674.10 276-0526 CTS (Str-0)(TyD1or D2)(Gr6)6" SY 49444.00 $ 10.00 $ 494,440.00 345-0505 ASS (GR4)(1") TON 2718.00 $ 40.00 $ 108,720.00 345-0505 ASS (GR 4A) TON 0.00 $ - 566-0513 Pipe Unddr (Ty7)(8") LF 0.00 $ - Final Contract Totals and Prices IITotal $ 58,660.4811 Exhibit "A" Resolution 2005-148 Page 1 of 5 CHANGE ORDER W. Mary's Creek Detention Facility & SWEC Outfall Modifications Project Pearland, Texas Date of Issuance: August 15, 2005 Owner: City of Pearland Contractor: M Hanna Construct on, Inc Engineer: Washington Group International Change Order No 1 Owner's Project No: D-71012 Contractor's Project No 24852 Engineer's Project No 28161 Explanation of this Change Order: The Contractor's costs to execute the project increased due to inflation, market conditions, and other factors including revised pricing demanded by material suppliers and subcontractors during the period between the bid opening date of September 15 2004 and the effective date of the Notice to Proceed, July 11, 2005, this period having exceeded the limits set forth in paragraph 5.05 of the Supplementary Conditions of the Contract by (209) days, as further described on Page-2. The Contractor accepts this Change Order as full compensation for all costs related to the aforesaid delay in the issuance of the Notice to Proceed, and releases the City of Pearland from any further claims connected with or resulting from this event. The basis for payment shall be the revised unit prices provided in this Change Order and the actual quantities installed, using the procedures established in the Contract. Contract Amount: Original Contract Price: Previous Change Order(s): Contract price prior to this change order: Estimated increase (decrease) from this change order: Contract price with all change orders to date: (Including this change order): $8,777,176.32 $ 0.00 $8,777,176.32 $ 536,269.59 $9,313,445.91 Contract Time: No change in the contract time of performance is authorized by this change order. RECOMMENDED: Engineer Date: 8 ACCEPTE ! APPROVED: B Contractor By: Owner Bi 11 Eisen, City Manager Date: 22. AA&ST 2.00S Date: October 7, 2005 CHANGE ORDER No. 1 Page 2 of 5 W. Mary's Creek Detention Facility & SWEC Outfall Modifications Project BACKGROUND INFORMATION The bid opening date for this contract was September 15, 2004, and the bid documents required the proposal pricing to be held firm for a period of ninety (90) days, or until December 14, 2005. The contract was executed with an effective date of January 10, 2005. Paragraph 5.05 of the Supplementary Conditions require the Notice to Proceed to be issued the earlier of ninety (90) days after bid opening or thirty (30) days after the effective date of the agreement, establishing in this case a date of December 14 2005 as the latest allowable construction start date. Due to a delay in the submittal of the project wetlands permit (Nationwide Permit 43 Verification), and the dispersed locations of jurisdictional wetlands throughout the project, including critical project areas, work could not effectively proceed without violating federal wetlands regulations and the Contractor was not released to begin work until the NWP-43 verification was received from the Corps of Engineers. Some costs were avoided by directing the Contractor to place material orders, where possible, in the interim. REVISED UNIT PRICING Payment to the Contractor shall be made using the "Revised Contract" unit prices included on the following pages numbered 3 through 5. City of Pearland W.Mary's Creek Detention Facility & SWEC Outfall Modifications CHANGE ORDER No. 1 Page3 of 5 BID ITEM No BID ITEM DESCRIPTION QUANTITY ORIGINAL CONTRACT ADDER REVISED CONTRACT BID ITEM No UNIT Unit Price Item Total Unit Price Item Total Unit Price Item Total 1 MOBILIZATION (MAXIMUM BID $400,000) 1.00 LS $ 311,373.50 $ 311,373.50 $ 9,628.50 $ 9,628.50 $ 321,002.00 $ 321,002.00 1 2 PROJECT IDEN I D ICATION SIGN 1.00 EA $ 550.00 $ 550.00 $ - $ - $ 550.00 $ 550.00 2 1.00 LS $ 32,703.00 $ 32,703.00 $ - $ - $ 32,703.00 $ 32,703.00 3 3 TRAFFIC CONTROL PLAN 4 CLEARING & GRUBBING 90.00 AC $ 2,672.70 $ 240,543.00 $ 25.68 $ 2,311.12 $ 2,698.38 $ 242,854.12 4 5 REMOVE & DISPOSE OF EXISTING PIPES (ALL TYPES) 40.00 LF $ 16.50 $ 660.00 $ 1.02 $ 40.82 $ 17.52 $ 700.82 5 6 WEST DETENTION POND EXCAVATION 900,000.00 CY $ 0.90 $ 810,000.00 $ 0.13 $ 118,393.24 $ 1.03 $ 928,393.24 6 7 EAST DETENTION POND EXCAVATION 246,000.00 CY $ 0.90 $ 221,400.00 $ 0.03 $ 7,432.24 $ 0.93 $ 228,832.24 7 8 CHANNEL EXCAVATION 29,000.00 CY $ 0.90 $ 26,100.004 $ 0.02 $ 599.83 $ 0.92 $ 26,699.83 8 9 EXCAVATION, PLACE & COMPACT BRINE SOIL 266,000.00 CY $ 1.70 $ 452,200.00 $ 0.16 $ 42,429.42 $ 1.86 $ 494,629.42 9 10 WEST DETENTION POND EMBANKMENT, COMPACTION & GRADING 370.00 CY $ 1.60 $ 592.00 $ 0.16 $ 59.02 $ 1.76 $ 651.02 10 11 EAST DETENTION POND EMBANKMENT, COMPACTION & GRADING 7,100.00 CY $ 1.60 $ 11,360.00 $ 0.07 $ 511.36 $ 1.67 $ 11,871.36 11 12 160,000.00 SY $ 0.90 $ 144,000.00 $ 0.10 $ 15,284.16 $ 1.00 $ 159,284.16 12 STRIP TOPSOIL, STOCKPILE, SPREAD & GRADE 13 HAUL & DISPOSE OF SURPLUS EXCAVATED MATERIALS LOADED BY BDD#4 175,000.00 CY $ 3.40 $ 595,000.00 $ 0.07 $ 12,712.11 $ 3.47 $ 607,712.11 13 14 LOAD EXCAVATED MATERIALS INTO 3RD PARTY TRUCK 100,000.00 CY $ 1.10 $ 110,000.00 $ - $ - $ 1.10 $ 110,000.00 14 15 HAUL & DISPOSE OF SURPLUS EXCAVATED MATERIALS 900,000.00 CY $ 3.40 $ 3,060,000.00 $ 0.09 $ 81,502.73 $ 3.49 $ 3,141,502.73 15 16 BACK SLOPE SWALE 12,400.00 LF $ 3.70 $ 45,880.00 $ 0.67 $ 8,296.38 $ 4.37 $ 54,17638 16 17 MODIFIED TYPE 1B" BERM INLET 15.00 EA $ 1,580.30 $ 23,704.50 $ 80.34 $ 1,205.15 $ 1,660.64 $ 24,909.65 17 18 24" ACMP OUTFALL 800.00 LF $ 47.90 $ 38,320.00 $ 2.00 $ 1,603.25 $ 49.90 $ 39,923.25 18 19 18" RCP STORM SEWER 55.00 LF $ 46.20 $ 2,541.00 $ 5.53 $ 304.07 $ 51.73 $ 2,845.07 19 20 24" RCP STORM SEWER 300.00 LF $ 63.40 $ 19,020.00 $ 7.66 $ 2,297.95 $ 71.06 $ 21,317.95 20 21 36" RCP STORM SEWER 20.00 LF $ 98.10 $ 1,962.00 $ 13.25 $ 265.02 $ 111.35 $ 2,227.02 22 54" RCP STORM SEWER 135.00 $ 162.40 $ 21,924.00 $ 20.83 $ 2,812.65 $ 183.23 $ 24,736.65 22 23 60" RCP STORM SEWER 180.00 $ 179.70 $ 32,346 00 $ 25.63 $ 4,613.12 $ 205.33 $ 36,959.12 23 24 66" RCP STORM SEWER 1,640.00 LF $ 203.40 $ 333,576.00 $ 29.47 $ 48,327.88 - $ 232.87 $ 381,903.88 24 25 72" RCP STORM SEWER 730.00 LF $ 245.10 $ 178,923.00 $ 33.40 $ 24,380.30 $ 278.50 $ 203,303.30 25 26 5' x• 5' RCB STORM SEWER 450.00 LF $ 244.70 $ 110,115.00 $ 62.47 $ 28,113.70 $ 307.17 $ 138,228.70 26 27 7' x 3' RCB STORM SEWER 55.00 LF $ 320.10 $ 17,605.50 $ 82.57 $ 4,541.10 $ 402.67 $ 22,146.60 27 28 8' x 8' RCB STORM SEWER 220.00 f■ $ 494.90 $ 108,878,00 $ 119.87 $ 26,371.84 $ 614.77 $ 135,249.84 28 29 5' 2' CAST -IN -PLACE BOX STORM SEWER 20.00 $ 794.20 $ 15,884.00 $ 53.27 $ 1,065.37 $ 847.47 29 30 x TYPE "C" MANHOLE FOR 48" & LARGER STORM SEWER 8.00 EA $ 3,936.50 $ 31,492.00 $ 79.62 $ 636.96 $ 4,016.12 $ 32,128.96 30 31 JUNCTION BOX @ DIVERSION WEIR 1.00 EA $ 66,000.00 $ 66,000.00 $ 2,124.55 $ 2,124.55 $ 68,124.55 $ 68,124.55 31 32 JUNCTION BOX @PUMP STATION 1.00 EA $ 36,300.00 $ 36,300.00 $ 2,570.68 $ 2,570.68 $ 38,870.68 $ 38,870.68 32 TYPE "E" INLET 1.00 EA $ 1,991.70 $ 1,991.70 $ 79.62 $ 79.62 $ 2,071.32 $ 2,071.32 33 33 34 18" RCP - 6:1 SET 2.00 EA $ 710.30 $ 1,420.60 a ©IIII $ 750.11 $ 1,500.22 34 35 54" RCP - 6:1 SET 1.00 EA $ 3,451.10 $ 3,451.10 $ 238.86 $ 238.86 $ 3,689.96 $ 3,689.96 35 36 60" RCP - 6:1 SET 2.00 EA $ 4,061.10 $ 8,122.20 $ 278.67 $ 557.34 $ 4,339.77 $ 8,679.54 36 37 66" RCP - 6:1 SET 1.00 EA $ 4,729.70 $ 4,729.'70 $ 318.48 $ 318.48 $ 5,048.18 $ 5,048.18 37 38 72" RCP - 6:1 SET 4.00 EA $ 5,745.10 $ 22,980.40 $ 398.10 $ 1,592.40 $ 6,143.20 $ 24,572.80 38 City of Pearland W.Mary's Creek Detention Facility & SWEC Outfall Modifications CHANGE ORDER No. I Page5of 5 BID ITEM No BID ITEM DESCRIPTION QUANTITY ORIGINAL CONTRACT ADDER REVISED CONTRACT BID ITEM No UNIT Unit Price Item Total Unit Price Item Total Unit Price Item Total 77 SOFT RUSH 1,350.00 EA $ 2.10 $ 2,835.00 $ 0.11 $ 153.75 $ 2.21 $ 2,988.75 77 78 PICKERELWEED 4,300.00 EA $ 2.10 $ 9,030.00 $ 0.11 $ 489.73 $ 2.21 $ 9,519.73 78 79 4,300.00 EA $ 2.10 $ 9,030.00 $ 0.11 $ 489.73 $ 2.21 $ 9,519.73 79 ARROWHEAD 1,000.00 EA $ 2.30 $ 2,300.00 $ 0.12 $ 124.74 $ 2.42 $ 2,424.74 80 80 THREE -SQUARE (OLNEY'S) BULRUSH 1,000.00 EA $ 2.30 $ 2,300.00 $ 0.12 $ 124.74 $ 2.42 $ 2,424.74 81 81 TFIALIA 82 GIANT BULRUSH 1,000.00 EA $ 2.30 $ 2,300.00 $ 0.12 $ 124.74 $ 2,42 $ 2,424.74 82 83 AMERICAN BULRUSH 1,000.00 EA $ 2.10 $ 2,100.00 $ 0.11 $ 113.89 $ 2.21 $ 2,213.89 83 84 SOFTSTEM BULRUSH 5,055.00 EA $ 2.30 $ 11,626.50 $ 0.12 $ 630.55 $ 2.42 $ 12,257.05 84 85 FANWORT 28.00 EA $ 5.10 $ 142.80 $ 0 28 $ 7.74 $ 5.38 $ 150.54 85 86 COONTAIL 28.00 EA $ 5.10 $ 142.80 $ 0.28 $ 7.74 $ 5.38 $ 150.54 86 87 DUCKWEED 28.00 EA $ 5.10 $ 142.80 $ 0.28 $ 7.74 $ 5.38 $ 150.54 87 88 AMERICAN WATERLOTUS 336.00 EA $ 4.90 $ 1,646.40 S 0.27 $ 89.29 $ 5.17 $ 1,735.69 88 89 336.00 EA $ 3.80 $ 1,276.80 $ 0.21 $ 69.25 $ 4.01 $ 1,346.05 89 SPAIIERDOCK 90 WATERLILY 336.00 EA $ 3.30 $ 1,108.80 $ 0.18 $ 60.13 $ 3.48 $ 1,168.93 90 91 COMMON BUTTONBUSH 168.00 EA $ 38.20 $ 6,417.60 $ 2.07 $ 348.05 $ 40.27 $ 6,765,65 91 92 WATER HICKORY 31.00 EA $ 162.80 $ 5,046,80 $ 8.83 $ 273.71 $ 171.63 $ 5,320.51 92 93 WINTERBERRY 75.00 EA $ 38.20 $ 2,865.00 $ 2.07 $ 155.38 $ 40.27 $ 3,020.38 93 94 LAURALOAK 30.00 EA $ 162.80 $ 4,884.00 $ 8.83 $ 264.88 $ 171.63 $ 5,148.88 94 95 OVERCUP OAK 57.00 EA $ 162.80 $ 9,279.60 $ 8.83 $ 503.27 $ 171.63 $ 9,782.87 95 96 SWAMPCHESNUTOAK 14.00 EA $ 162.80 $ 2,279.20 $ 8.83 $ 123.61 $ 171.63 $ 2,402.81 96 97 WATER OAK 14.00 EA $ 162.80 $ 2,279,20 $ 8.83 $ 123.61 $ 171.63 $ 2,402.81 97 98 38.00 EA $ 162.80 $ 6,186.40 $ 8.83 $ 335.51 $ 171.63 $ 6,521.91 98 NUTFALL OAK 99 WILLOW OAK 12.00 EA $ 162.80 $ 1,953.60 $ 8.83 $ 105.95 $ 171.63 $ 2,059.55 99 100 BALD CYPRESS 151.00 EA $ 148.60 $ 22,438.60 $ 8.06 $ 1,216.93 $ 156.66 $ 23,655.53 100 101 108.00 EA $ 38.20 $ 4,125.60 $ 2.07 $ 223.75 $ 40.27 $ 4,349.35 101 AMERICAN BEAUTYBERRY 102 ROUGHLEAF DOGWOOD 108.00 EA $ 38.20 $ 4,125,60 $ 2.07 $ 223.75 $ 40.27 $ 4,349.35 102 103 \VAX MYRTLE 108.00 EA $ 32.60 $ 3,520.80 $ 1.77 $ 190.95 $ 34.37 $ 3,711.75 103 105 ROSEMALLOW 96,00 EA $ 38.20 $ 3,667.20 $ 2.07 $ 198.89 $ 40.27 $ 3,866.09 105 106 BLUE FLAG IRIS 3,130.00 EA $ 2.10 $ 6,573.00 $ 0,11 $ 356.48 $ - 2.21 $ 6,929.48 106 107 ZONE A SEEDING 11.15 AC $ 2,668,40 $ 29,752.66 $ 144.72 $ 1,613.60 $ 2,813.12 $ 31,366.26 107 108 ZONE B SEEDING 4.73 AC $ 2,668.40 $ 12,621.53 $ 144.72 $ 684.51 $ 2,813.12 $ 13,306.05 108 109 SEED MIX 2861 0.39 AC $ 1,698.40 $ 662.38 $ 153.52 $ 59.87 $ 1,851.92 $ 722.26 109 110 SEED MIX 1807 0.39 AC $ 1,132.20 $ 441.56 $ - $ - $ 1,132.20 $ 441.56 110 $ 8,7771176.32 $ 536,269.59 9,313,445.91 TOTALS