Loading...
R-13-02 02/25/02RESOLUTION /;) , - 1 ' �-- RESOLUTION AUTHORIZING CONTRACT CHANGE ORDER FOR CONSTRUCTION SERVICES RENDERED IN CONJUNCTION WITH THE 2001 ROAD RESURFACING PROGRAM WHEREAS, the Village of Lemont has previously awarded a construction contract to K -Five Construction Corporation for the 2001 Road Resurfacing Program; and WHEREAS, the Village of Lemont has determined that certain changes to the contract totaling a negative ($383,148.44) are necessary to satisfactorily complete the construction project; and WHEREAS, the contract changes are a result of final quantities as measured in place and changes that were not originally contemplated at the time the contract was awarded. NOW, THEREFORE, BE IT RESOLVED, by the President and Board of Trustees that the Contract Change Order with K -Five Construction Corporation in the negative amount of ($383,148.44) is hereby approved. PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF LEMONT, COUNTIES OF COOK, WILL AND DUPAGE, ILLINOIS, on this 25th day of February , 2002. John Benik Debby Blatzer Peter Coules Connie Markiewicz Steven Rosendahl Jeanette Virgilio AYES NAYS PASSED ABSENT V ENE SMOLL , illage Clerk Approved by me this 25th day of February , 2002. Attest: CHARLENE SMOLLE Approved as to for . PIAZZA, Vill ent N ANTONOPOU OS 'illage Attorney \/7 FRANK NOVOTNY 8 ASSOCIATES, INC. //\V/coNsuLr/NG C /V /L ENGINEERS Mr. Stephen May, P.E. N Village Engineer M Village of Lemont p 418 Main Street ti Lemont, IL 60439 co co Re: Year 2001 Road Maintenance Program Various Streets Engineer's Payment Estimate No. 5 & Final CU Dear Steve: 0 t0 00 ti 00 00 C c0 ti N 1) 0 CO rn 0 0 O L 0 February 14, 2002 FEB plIECEIIVE 11 1 5 2002 VILLAGE OF LEMONT ENGINEERING DEPARTMENT This letter is to certify that K -Five Construction Corporation has satisfactorily furnished labor and materials in accordance with the terms of their Contract, and as outlined on the attached "Engineer's Payment Estimate No. 5 & Final ". The Contractor has satisfactorily completed all work on this project. The final project cost of $966,775.76 is $383,148.44 (28.38 %) below the awarded contract value of $1,349,924.20. The primary reason for this variance is that Tess bituminous material was used then anticipated in order to maintain proper curb heights, and because some curb repair was deleted, since it was determined not to be cost effective. We hereby recommend the final payment of $36,901.16, to K -Five Construction Corporation, 13769 Main Street, Lemont, IL 60439, to be paid upon receipt of the necessary "Final Waiver of Lien" with "Contractor's Affidavit ", and final invoice in the aforementioned amount. Enclosed also please find four (4) copies of a "Request for Approval of Change in Plans" in the amount of the net deduction. Please sign where indicated; retaining two (2) copies for Village files; and returning two (2) to our office. Please call if you have any questions pertaining to the above - captioned matter. Very truly yours, FRANK NO TNY ASSOCIATES, INC. m •L CU JLC /debi Enclosure N co cc: Mr. Gary Holmes, Adm., w /Encl. K -Five Construction Corporation, w /Encl. Project File No. 01027 L Cainkar, P.E., P.L.S. PAYMENT ESTIMATE OWNER: Village of Lemont PROJECT DESCRIPTION: Year 2001 Road Maintenance Program - Various Streets PAYMENT TO: ESTIMATE NO.: K -Five Construction Corp., 13769 Main Street, Lemont, IL. 60439 5 & Final Page 1 Of 2 PROJECT NO : 01027 FROM: November 16, 2001 TO: January 23, 2002 Item No Description Awarded Approved For Payment Unit Quantity Amount Over Under Quantity Unit Price Amount 1 Earth Excavation C.Y. 200 $ 2,000.00 190 10 $ 10.00 $ 100.00 2 Bituminous Surface Removal, 1 -1/4" Avg. S.Y. 6426 8,032.50 4931 11357 1.25 14,196.25 3 Bituminous Surface Removal, 2" Avg. S.Y. 2830 3,962.00 1031 3861 1.40 5,405.40 4 Bituminous Surface Removal, 4" Avg. S.Y. 621 1,738.80 87 708 2.80 1,982.40 5 Bituminous Surface Removal (Over Concrete Pavement), Variable Depth S.Y. 38289 57,433.50 2046 36243 1.50 54,364.50 6 Bituminous Surface Removal - Butt Joint S.Y. 290 1,740.00 921 1211 6.00 7,266.00 7 Bituminous Concrete Binder Course, Mixture C, Type 2 TON 75 2,625.00 34 41 35.00 1,435.00 8 Bituminous Surface Removal- Variable Depth S.Y. 2000 14,000.00 1461 539 7.00 3,773.00 (for Driveways) 9 Driveway Pavement Removal S.Y. 100 1,000.00 209 309 10.00 3,090.00 10 Sidewalk Removal S.F. 3000 3,000.00 2407 593 1.00 593.00 11 Combination Curb and Gutter Removal FOOT 3510 15,795.00 919 2591 4.50 11,659.50 12 Concrete Pavement Removal and S.Y. 1000 32,500.00 175 825 32.50 26,812.50 Bituminous Replacement, 6" 13 Class D Patches, Type II, 6" S.Y. 2000 44,000.00 835 2835 22.00 62,370.00 14 Pavement Removal & Bituminous Replacement, 3" S.Y. 2000 29,000.00 144 2144 14.50 31,088.00 15 Fiberglass Fabric Repair System S.Y. 800 15,200.00 800 19.00 16 Area Reflective Crack Control Treatment, System A S.Y. 75053 60,042.40 12557 62496 0.80 49,996.80 17 Aggregate Shoulders Type B TON 1000 12,000.00 622 378 12.00 4,536.00 18 Bituminous Materials (Prime Coat) TON 80 800.00 52 28 10.00 280.00 19 Aggregate (Prime Coat) TON 150 150.00 133 17 1.00 17.00 20 - Leveling Binder (Machine Method), Mixture C, Type 2 TON 3600 144,000.00 791 2809 40.00 112,360.00 21 Bituminous Concrete Surface Course, Mixture C, Class I, Type 3 TON 8152 326,080.00 2342 5810 40.00 232,400.00 22 Mixture For Joints, Cracks & Flangeways TON 40 6,000.00 40 150.00 23 Temporary Ramp S.Y. 315 1,890.00 315 6.00 24 Incidental Bituminous Surfacing For Driveways TON 300 39,000.00 100 200 130.00 26,000.00 25 Combination Concrete Curb and Gutter, Type M -3.12 FOOT 410 3,895.00 410 9.50 26 Combination Concrete Curb and Gutter, Type M -4.12 FOOT 300 2,910.00 300 9.70 27 Combination Concrete Curb and Gutter, Type M-4.18 FOOT 300 3,300.00 300 11.00 28 Combination Concrete Curb and Gutter, Type B -6.12 FOOT 500 5,500.00 2235 2735 11.00 30,085.00 29 Combination Concrete Curb and Gutter, Type B -6.18 FOOT 2000 24,000.00 2000 12.00 30 Shotcrete Curb & Gutter Repairs FOOT 1000 20,000.00 1000 20.00 31 Shotcrete Curb Repairs FOOT 2000 40,000.00 2000 20.00 32 Porous Granular Embankment, Subgrade C.Y. 1000 10,000.00 838 162 10.00 1,620.00 33 Trench Backfill, Compacted C.Y. 200 5,400.00 75 125 27.00 3,375.00 34 P.C. Concrete Pavement, 8" S.Y. 100 4,100.00 13 87 41.00 3,567.00 35 P.C. Concrete Driveway Pavement, 7" S.Y. 400 16,000.00 197 203 40.00 8,120.00 36 P.C. Concrete Sidewalk, 5" S.F. 3000 9,000.00 2407 593 3.00 1,779.00 S u b - T o t a l : $ 966,094.20 $ 698,271.35 PAYMENT ESTIMATE OWNER: Village of Lemont PROJECT DESCRIPTION: Year 2001 Road Maintenance Program - Various Streets PAYMENT TO: ESTIMATE NO.: K -Five Construction Corp., 13769 Main Street, Lemont, IL. 60439 5 & Final Page 2 Of 2 PROJECT NO : 01027 FROM: November 16, 2001 TO: January 23, 2002 Item No Description Awarded Approved For Payment Unit Quantity Amount Over Under Quantity Unit Price Amount 37 Storm Sewers, Type 2, RCCP, 15" (0 -Ring) FOOT 300 $ 10,500.00 300 $ 35.00 $ - 38 Storm Sewers, Type 2, RCCP, 12" (0 -Ring) FOOT 300 10,200.00 300 34.00 39 Storm Sewers, Type 1, Ductile Iron, 8" FOOT 300 11,100.00 168 132 37.00 4,884.00 40 Storm Sewers, Type 1, Ductile Iron, 12" FOOT 300 13,200.00 300 44.00 41 Buffalo Box to be Adjusted EACH 12 1,500.00 9 3 125.00 375.00 42 Catch Basins, Type C EACH 10 13,500.00 10 20 1,350.00 27,000.00 43 Catch Basins, Type C, with Half Trap EACH 30 42,000.00 23 7 1,400.00 9,800.00 44 Cleaning Existing Catch Basins and Manholes EACH 30 6,000.00 28 58 200.00 11,600.00 45 Catch Basins To Be Reconstructed EACH 20 20,000.00 16 4 1,000.00 4,000.00 46 Manholes To Be Reconstructed EACH 3 4,950.00 5 8 1,650.00 13,200.00 47 Valve Box To Be-Adjusted EACH 30 6,000.00 11 19 200.00 3,800.00 48 Grates (Special) EACH 6 1,320.00 6 220.00 49 Frames and Grates, Special EACH 10 4,400.00 10 440.00 4,400.00 50 EACH 20 8,800.00 1 21 440.00 9,240.00 51 Removing Catch Basins EACH 40 15,400.00 33 7 385.00 2,695.00 52 Frames and Lids To Be Adjusted (Special) EACH 116 47,560.00 56 60 410.00 24,600.00 53 Catch Basins To Be Adjusted EACH 60 14,400.00 35 25 240.00 6,000.00 54 Thermoplastic Pavement Marking - Letters & Symbols S.F. 300 675.00 300 2.25 55 Thermoplastic Pavement Marking - Line 4" FOOT 1000 450.00 1000 0.45 56 Thermoplastic Pavement Marking - Line 6" FOOT 400 200.00 4977 5377 0.50 2,688.50 57 Thermoplastic Pavement Marking - Line 12" FOOT 200 250.00 1907 2107 1.25 2,633.75 58 Thermoplastic Pavement Marking - Line 24" - FOOT 1500 3,075.00 226 1726 2.05 3,538.30 59 Fumishing and Placing Topsoil C.Y. 1000 17,000.00 800 200 17.00 3,406.00 60 Sodding S.Y. 3000 13,500.00 1795 1205 4.50 5,422.50 61 Supplemental Watering UNIT 200 3,000.00 75 125 15.00 1,875.00 62 Traffic Control and Protection L.S. 1 114,850.00 1 114,850.00 114,850.00 "`APPROVED EXTRA WORK""" 63 Supplemental Prep Work on Joliet Street (9/18/01) L.S. 1 1 4,640.13 4,640.13 64 Patching Work at Cass Avenue L.S. 1 1 980.75 980.75 65 Marble Stone L.S. 0.5 0.5 135.00 67.50 66 Pond Pebbles L.S. 3.5 3.5 140.00 490.00 67 River Pebbles L.S. 3 3 105.00 315.00 68 Pavement Marking Removal, 6" FOOT 1162 1162 0.80 929.60 69 ' Pavement Marking Removal, 12" FOOT 328 328 1.75 574.00 70 Pavement Marking Removal, 24" FOOT 215 215 2.25 483.75 71 Resurface Moczygemba Due to Water Main Break L.S. 1 1 4,021.63 4,021.63 TOTAL: $ 1,349,924.20 $ 966,775.76 RECOMMENDED FOR P ENT BY: FRANK NOVOT S, INC. BY: ames L. Cainkar, P.E. DATE: January 25, 2002 Total Value of Completed Work Less 0% Retained Sub -Total $ 966,775.76 Less Payment Estimate Nos. 1 thru 4 $ 929,874.60 TOTAL THIS PAYMENT ESTIMATE NO. 5 $ 36,901.16 & FINAL $ 966,775.76 $ Date: Contractor: 8- Feb-02 County Cook Request for Approval of Change in Plans Page 1 of 3 K -Five Construction Corp. Road District or Municipality Village of Lemont 13769 Main Street Lemont, IL 60439 Section (Various) Request No. 1 & Final recommend that a deduction be made from the above Contract Between Station N/A Project No. 01027 and Station N/A a net length of N/A (Do not fill in unless a change in length is involved.) The estimated quantities are shown below and the Contract agrees to furnish the materials and do the work at the Contract unit prices. Shown station location for major items. Item No Description Awarded Deductions Unit Quantity Amount Over Under Quantity Unit Price Additions . 1 Earth Excavation C.Y. 200 $ 2,000.00 190 10 $ 10.00 $1,900.00 2 Bituminous Surface Removal, 1 -1/4' Avg. S.Y. 6426 $ 8,032.50 4931 11357 $ 1.25 $6,163.75 3 Bituminous Surface Removal, 2' Avg. S.Y. 2830 $ 3,962.00 1031 3861 $ 1.40 $1,443.40 4 Bituminous Surface Removal, 4' Avg. S.Y. 621 $ 1,738.80 87 708 $ 2.80 $243.60 5 Bituminous Surface Removal (Over Concrete Pavement), Variable Depth S.Y. 38289 $ 57,433.50 2046 36243 $ 1.50 $3,069.00 6 Bituminous Surface Removal - Butt Joint S.Y. 290 $ 1,740.00 921 1211 $ 6.00 $5,526.00 7 Bituminous Concrete Binder Course, Mixture C, Type 2 TON 75 $ 2,625.00 34 41 $ 35.00 $1,190.00 8 Bituminous Surface Removal- Variable Depth S.Y. 2000 $ 14,000.00 1461 539 $ - 7.00 $10,227.00 (for Driveways) 9 Driveway Pavement Removal S.Y. 100 $ 1,000.00 209 309 $ 10.00 $2,090.00 10 Sidewalk Removal S.F. 3000 $ 3,000.00 2407 593 $ 1.00 $2,407.00 11 Combination Curb and Gutter Removal FOOT 3510 $ 15,795.00 919 2591 $ 4.50 $4,135.50 12 Concrete Pavement Removal and / S.Y. 1000 $ 32,500.00 175 825 $ 32.50 $5,687.50 Bituminous Replacement, 6" 13 Class D Patches, Type II, 6" S.Y. 2000 $ 44,000.00 835 2835 $ 22.00 $18,370.00 14 Pavement Removal & Bituminous Replacement, 3' S.Y. 2000 $ 29,000.00 144 2144 $ 14.50 $2,088.00 15 Fiberglass Fabric Repair System S.Y. 800 $ 15,200.00 800 $ 19.00 $15,200.00 16 Area Reflective Crack Control Treatment, System A S.Y. 75053 $ 60,042.40 12557 62496 $ 0.80 $10,045.60 17 Aggregate Shoulders Type B TON 1000 $ 12,000.00 622 378 $ 12.00 $7,464.00 18 Bituminous Materials (Prime Coat) TON 80 $ 800.00 52 28 $ 10.00 $520.00 19 Aggregate (Prime Coat) TON 150 $ 150.00 133 17 $ 1.00 $133.00 20 Leveling Binder (Machine Method), Mixture C, Type 2 TON 3600 $144,000.00 791 2809 $ 40.00 $31,640.00 21 Bituminous Concrete Surface Course, Mixture C, Class I, Type 3 TON 8152 $326,080.00 2342 5810 $ 40.00 $93,680.00 22 Mixture For Joints, Cracks & Flangeways TON 40 $ 6,000.00 40 $ 150.00 $6,000.00 23 Temporary Ramp S.Y. 315 $ 1,890.00 315 $ 6.00 $1,890.00 24 Incidental Bituminous Surfacing For Driveways TON 300 $ 39,000.00 100 200 $ 130.00 $13,000.00 25 Combination Concrete Curb and Gutter, Type M -3.12 FOOT 410 $ 3,895.00 410 $ 9.50 $3,895.00 26 Combination Concrete Curb and Gutter, Type M-4.12 FOOT 300 $ 2,910.00 300 $ 9.70 $2,910.00 27 Combination Concrete Curb and Gutter, Type M-4.18 FOOT 300 $ 3,300.00 300 $ 11.00 $3,300.00 28 Combination Concrete Curb and Gutter, Type B-6.12 FOOT 500 $ 5,500.00 2235 2735 $ 11.00 $24,585.00 29 Combination Concrete Curb and Gutter, Type 8 -6.18 FOOT 2000 $ 24,000.00 2000 $ 12.00 $24,000.00 30 Shotcrete Curb & Gutter Repairs FOOT 1000 $ 20,000.00 1000 $ 20.00 $20,000.00 31 Shotcrete Curb Repairs FOOT 2000 $ 40,000.00 2000 $ 20.00 $40,000.00 32 Porous Granular Embankment, Subgrade C.Y. 1000 $ 10,000.00 838 162 $ 10.00 $8,380.00 33 Trench Backfill, Compacted C.Y. 200 $ 5,400.00 75 125 $ 27.00 $2,025.00 34 P.C. Concrete Pavement, 8" S.Y. 100 $ 4,100.00 13 87 $ 41.00 $533.00 35 P.C. Concrete Driveway Pavement, 7" S.Y. 400 $ 16,000.00 197 203 $ 40.00 $7,880.00 36 P.C. Concrete Sidewalk, 5" S.F. 3000 $ 9,000.00 2407 593 $ 3.00 $7,221.00 SUB - TOTALS (PAGE 1) $ 966,094.20 $ 60,509.75 $ 328,332.60 Date: Contractor: (see page 1) 8- Feb -02 County Cook Request for Approval of Change in Plans Page 2 of 3 K -Five Construction Corp. Road District or Municipality Village of Lemont 13769 Main Street Lemont, IL 60439 Section (Various) Request No. 1 & Final Project No. 01027 The estimated quantities are shown below and the Contract agrees to furnish the materials and do the work at the Contract unit prices. Shown station location for major items. Item No Description Awarded Deductions Unit Quantity Amount Over Under Quantity Unit Price Additions BALANCE BROUGHT FORWARD FROM PAGE 1 560,509.75 $328,332.60 37 Storm Sewers, Type 2, RCCP, 15" (0 -Ring) FOOT 300 10,500.00 300 $ 35.00 $10,500.00 38 Storm Sewers, Type 2, RCCP, 12" (0 -Ring) FOOT 300 10,200.00 300 34.00 $10,200.00 39 Storm Sewers, Type 1, Ductile Iron, 8" FOOT 300 11,100.00 168 132 37.00 $6,216.00 40 Storm Sewers, Type 1, Ductile Iron, 12" FOOT 300 13,200.00 300 44.00 $13,200.00 41 Buffalo Box to be Adjusted EACH 12 1,500.00 9 3 125.00 $1,125.00 42 Catch Basins, Type C EACH 10 13,500.00 10 20 1,350.00 513,500.00 43 Catch Basins, Type C, with Half Trap EACH 30 42,000.00 23 7 1,400.00 532,200.00 44 Cleaning Existing Catch Basins and Manholes EACH 30 6,000.00 28 58 200.00 $5,600.00 45 Catch Basins To Be Reconstructed EACH 20 20,000.00 16 4 1,000.00 $16,000.00 46 Manholes To Be Reconstructed EACH 3 4,950.00 5 8 1,650.00 58,250.00 47 Valve Box To Be Adjusted EACH 30 6,000.00 11 19 200.00 $2,200.00 48 Grates (Special) EACH 6 1,320.00 6 220.00 $1,320.00 49 Frames and Grates, Special EACH 10 4,400.00 10 440.00 50 EACH 20 8,800.00 1 21 440.00 $440.00 51 Removing Catch Basins. EACH 40 15,400.00 33 7 385.00 $12,705.00 52 Frames and Lids To Be Adjusted (Special) EACH 116 47,560.00 56 60 410.00 $22,960.00 53 Catch Basins To Be Adjusted EACH 60 14,400.00 35 25 240.00 _ $8,400.00 54 Thermoplastic Pavement Marking - Letters & Symbols S.F. 300 675.00 300 2.25 5675.00 55 Thermoplastic Pavement Marking - Line 4" FOOT 1000 450.00 1000 0.45 5450.00 56 Thermoplastic Pavement Marking - Line 6" FOOT 400 200.00 4977 5377 0.50 $2,488.50 57 Thermoplastic Pavement Marking - Line 12" FOOT 200 250.00 1907 2107 1.25 $2,383.75 58 Thermoplastic Pavement Marking - Line 24' FOOT 1500 3,075.00 226 1726 2.05 $463.30 59 Fumishing and Placing Topsoil C.Y. 1000 17,000.00 800 200 17.00 $13,600.00 60 Sodding S.Y. 3000 13,500.00 1795 1205 4.50 $8,077.50 61 Supplemental Watering UNIT 200 3,000.00 75 125 15.00 $1,125.00 62 Traffic Control and Protection L.S. 1 114,850.00 1 114,850.00 ***APPROVED EXTRA WORK*** 63 Supplemental Prep Work on Joliet Street (9/18/01) L.S. 1 1 4,640.13 $4,640.13 64 Patching Work at Cass Avenue L.S. 1 1 980.75 $980.75 65 Marble Stone L.S. 0.5 0.5 135.00 $67.50 66 Pond Pebbles L.S. 3.5 3.5 140.00 $490.00 67 River Pebbles L.S. 3 3 105.00 $315.00 68 Pavement Marking Removal, 6" FOOT 1162 1162 0.80 $929.60 69 Pavement Marking Removal, 12" FOOT 328 328 1.75 $574.00 70 Pavement Marking Removal, 24" FOOT 215 215 2.25 $483.75 71 Resurface Moczygemba Due to Water Main Break L.S. 1 1 4,021.63 54,021.63 1,349,924.20 Totals: S106,137.66 5489,288.10 Total net addition to date is $ 383,148.44 which is 28.38% of Contract price. Net Change: $ - $ 383,148.44 Request for Approval of Change in Plans Page 3 of 3 State fully the nature and reason for the change: Adjustment for as- constructed quantities in comparison to Plan quantities. When the net increase or decrease in the cost of the contract is $10,000 or more or the time of completion is increased or decreased by 30 days or more, one of the following statements shall be checked. XX The undersigned determine that the circumstances which necessitate this change were not reasonably foreseeable at the time the contract was signed. The undersigned determine that the circumstances which necessitate this change were not within the contemplation of the contract as signed. The undersigned determine that this change is in the best interest of the local agency and is authorized by law. Signed: Municipal Hon. John F. Pia ' ayor 02 a5 -b L Date Note: Make out separate form for change in length quantities. Give net quantities only. Submit 3 copies of this form to District Engineer (4 copies for road district) If plans are required attach 3 sets.