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R-62-14 Resolution Approving Change Order No.1 Warner Avenue Water Main Replacement – Phase 1 /e4074 RESOLUTION RESOLUTION APPROVING CHANGE ORDER NO. 1 Warner Avenue Water Main Replacement—Phase 2 WHEREAS, the Village of Lemont required that the Warner Avenue Water Main Replacement— Phase 2 be completed; and WHEREAS, the Village awarded the contract $226,326.00) to Riccio Construction Company for such work, as part of the Warner Avenue Water Main Replacement — Phase 2, and a Change Order No. 1 & Final is necessary in the amount of$24,924.45; and WHEREAS, the Village has determined that the circumstances which necessitate this change were not reasonably foreseeable at the time the contract was executed; and WHEREAS,the Village has determined that his change is in the best interests of the Village. NOW, THEREFORE, BE IT RESOLVED, by the President and Board of Trustees that the Change Order No. 1 & Final with Riccio Construction Company 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 22nd day of September, 2014. AYES NAYS PASSED ABSENT Debby Blatzer l� Paul Chialdikas ✓� Clifford Miklos Rick Sniegowski t' Ronald Stapleton V Jeanette Virgilio H RLENE SMOLLEN, i age Clerk Approved by me this 22nd day of September, 2014. t t e s t: B• 1 K. R :e President i.t-4 � // CHARLENE SMOLL EN, Village Clerk • 4 Illinois Department Request for Approval of Transportation of Change in Plans Page 1 of 3 Date: September 5,2014 County Cook, DuPage&Will Request No. 1 ©Final Road District or Municipality Village of Lemont Contractor: Riccio Construction Corporation Section Address: Warner Ave Water Main P.O. Box 672 Replacement-Phase 2 Palos Park, IL 60464 Project No.: 13391 ®addition I recommend that an extension be made to the above contract. deduction Elfrom Between Station N/A 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 Contractor agrees to furnish the materials and do the work at the unit prices. Show station location for major items. Item Awarded As Constructed No Description Unit Quantity Amount Over Under Quantity Unit Price Additions Deductions 1 Exploratory Excavation CU YD 50 $ 150.00 8 42 $3.00 $24.00 2 Water Main in Trench,Ductile Iron,8" 3 Encasing Pipe in Trench,PVC C-900,12" FOOT 126 41,890.00 75 785 $35.00 $4,425.00 1 ( ) FOOT 126 4,410.00 86 40 $35.00 4 Pressure Connection, 6"x 6" EACH 1 2,750.00 $3,010.00 5 Pressure Connection, 8"x 8" 1 $3,800.00 EACH 2 7,600.00 1 1 $3,800.00 $3,800.00 6 Gate Valves,8" EACH; 7 Connection to Existing Water Main,8" 2 4,600.00 1 3 $2,300.00 $2,300.00 8 Disconnect and Cap Existing Water Main,6" EACH'EACH 3 1 2,400.00 1 2 $2,400.00 $2,400.00 3 4,200.00 1 1 $1,400.00 9 Disconnect and Cap Existing Water Main,8" EACH $1,400.00 10 Valve Vaults,Type A,5'-Dia.,Type 1 Frame,Closed Lid EACH 3 6,600.00 1 $2,200.00 3 6,600.00 3 $2,200.00 11 Valve Box,Cast Iron,6" EACH 2 660.00 2 $3$2.00 12 Polyethylene Encasement FOOT 710 1,420.00 75 785 $2.00 $150.00 13 Fire Hydrants EACH i 3 13,425.00 1 14 Remove Existing Fire Hydrants EACH; 2 $4.475.00 $4,475.00 15 Water Service Reconnection,1-1/2",Near Side, 3 1,050.00 1 2 $325.00 $350.00 EACH! 8 10,600,00 8 $1,325.00 with New Buffalo Box 16 Water Service Reconnection,1-1/2",Far Side EACH 17 Water Service Line,1-1/2" 8 16,000.00 8 $1,$25.00 FOOTi 240 6,000.00 40 200 $25.00 18 Pipe Fittings(Mechanical Joints),Ductile iron POUND 1500 6,000.00 $1,024.00 19 Remove Existing Valve Box 106 1394 $4.00 $424.00 EACH 20 Selected Granular Backfill(CA-6) 2 150.00 2 4 $75.00 CU YD 600 14,400.00 211 $150.00 811 $24.00 $5,064.00 21 Storm Sewers,PVC(C-900),Type 2,12" FOOT1 20 1,000.00 25 45 $50.00 22 Storm Sewers,RCCP(0-Ring),Type 2, 18" $4,880.00 ,880.00 FOOT1 23 Adjusting Sanitary Sewers,8-Inch Diameter or Less 79 6,320.00 61 140 $14.00 $4 FOOT 80 1 1.1,120.00 72 24 Non-Shear Mission Couplings,6" EACH 16 640.00 8 $40.00 $1$560.00 14 25 Catch Basins,Type A,4"Dia.,Type R-3281-AL Frame and Grate EACH 2 $00.00 $560.00 1 2,100.00 1 $2,100.00 26 Catch Basins,Type A,5"Dia.,Type R-3281-AL Frame and Grate EACH 27 Manholes,Type A.5"Dia.,Type 1 Frame,and Closed Lid 1 5,000.00 1 $5,000.00 28 Connection to Existing Catch BasinEACH EACH 1 5,000.00 1 $5,000.00 29 Disconnect and Plug Existing Storm Sewer,18" 1 700.00 1 $700.00 30 Remove Existing Storm Sewer,18" FOOT 4 1,250.00 4 $$25.00 FOOT; 10 250.00 10 $25.00 31 Class D Patches,Type IV,4" SQ YD 627 25,080.00 127 754 $40.00 $5,080.00 32 Combination Curb and Gutter Removal FOOT 60 300.00 123 183 $5.00 $615.00 33 Sidewalk Removal SQ FT Type M-4.12 125 500.00 474 599 $4.00 $1,896.00 34 Combination Concrete Curb and Gutter,T YP FOOT 60 1,980.00 123 183 $33.00 35 Portland Cement Concrete Sidewalk,5 Inch $3,318.00 SQ FT, 125 875.00 474 599 $7.00 $3,318.00 36 Detectable Warnings SQ FT! 30 1,080.00 10 20 $36.00 $360.00 37 Restoration,Complete L SUM 1 5,000.00 38 'Traffic Control&Protection L SUM 1 $5,000.00 39 I Insurance Provision-Complete I 1 2,500.00 I 1 $2,500.00 l L SUM 1I 1,500.00 I_ 1, $1,500.00 $ 202,000.00 Totals: $ 35,587.00 $ 16,411.00 Net Change: $ 19,176.00 $ - 0 Illinois Department Request for Approval of Transportation of Change in Plans Page 2 of 3 Date: September 5,2014 County Cook, DuPage&Will Request No. 1 © Final Road District or Municipality Village of Lemont Contractor: Riccio Construction Corporation Section Warner Ave Water Main Address: P.O. Box 672 Palos Park, IL 60464 Project No.: 13391 (see page 1) The estimated quantities are shown below and the Contractor agrees to furnish the materials and do the work at the unit prices. Show station location for major items. Item Awarded As Constructed No Description Unit I Quantity Amount Over Under Quantity Unit Price Additions Deductions ***APPROVED ADDITIONAL ITEMS*** Storm Sewer Redesign Downtime L SUM 1 1 $950.00 $950.00 Restock Structure EACHI 2 2 $450.00 $900.00 Alteration of New Manhole L SUM 1 1 $2,700.00 $2,700.00 Additional Saw Cutting for Storm Sewer Redesign L SUM 1 1 $600.00 $600.00 Total $ 202,000.00 Totals: $40,737.00 $16,411.00 otal net addition to date $ 24,326.00 which is 12.04%of Contract price. Net Change: $ 24,326.00 $ Page 3 of 3 Amount of original Contract: $ 202,000.00 Amount of previously adjusted Contract: Amount of adjusted/final Contract: $ 226,326.00 II II addition Total net I 1 deduction to date: $ 24,326.00 which is 12.04% of Contract Price 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 Officer George Schafer,Administrator Title of Municipal Officer fie"` Approved ()/ Jame!Ca ar,P.E.,P.L.S.,Acting Village Engineer September 12, 2014 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. BLR 13210 (Rev. 7/05)