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R-61-14 Resolution Approving Change Order No.1 Warner Avenue Water Main Replacement – Phase 1 R-6/-1(1 RESOLUTION RESOLUTION APPROVING CHANGE ORDER NO. 1 Warner Avenue Water Main Replacement— Phase I WHEREAS, the Village of Lemont required that the Warner Avenue Water Main Replacement— Phase I be completed; and WHEREAS, the Village awarded the contract ($227,770.00) to Riccio Construction Company for such work, as part of the Warner Avenue Water Main Replacement — Phase I, and a Change Order No. 1 & Final is necessary in the amount of$48,358.16; 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 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 22"d clay of September, 2014. AYES NAYS PASSED ABSENT Debby Blatzer V Paul Chialdikas Clifford Miklos I� Rick Sniegowski Ronald Stapleton ✓ Jeanette Virgilio / " 'A•LENE SMOLLEN, Village Clerk Approved by me this 22"0 day of September, 2014. Attest: = - • ES,Village Pre • ;• / // _ 4L, . -!1/L_/ CHART ENE SMOLLEN, Village Clerk 4 6 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 Warner Ave Water Main Address: P.O. Box 672 Replacement-Phase 1 Palos Park, IL 60464 Project No.: 13337 ©addition I recommend that an E extension be made to the above contract. ❑deduction ❑from 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 P Unit 1 Quantity Amount Over_Under Quantity Unit Price Additions Deductions 1 Water Main in Trench,Ductile Iron,8" FOOT; 739 $42,123.00 126 865 $57.00 $7,182.00 2 Water Main in Trench,PVC(C-900),8" FOOT 270 12,420.00 7 263 $46.00 $322.00 3 Encasing Pipe,PVC(C-900),12" FOOT 360 10,800.00 214 146 $30.00 4 Pressure Connection,8"x 8" $6,420.00 EACH 2 7,700.00 1 1 $3,850.00 $3,850.00 5 Pressure Connection,6"x 6" EACH 1 2,900.00 1 $2,900.00 $2,900.00 6 Valve Vault,Type A,5'Dia.,Type 1 Frame,Closed Lid EACH 3 6,300.00 1 2 $2,100.00 7 Polyethylene Encasement $2,100.00 FOOTI 739 1,478.00 126 865 $2.00 $252.00 8 Disconnect&Cap Existing Water Main,8" EACH! 1 1,575.00 1 2 $1,575.00 $1,575.00 9 Disconnect&Cap Existing Water Main,6" EACHI 2 2,950.00 1 1 $1,475.00 10 Fire Hydrants EACH 4 18,200.00 4 $4,550.00 $1,475.00 11 Connection to Existing Water Main,6" EACH 1 2,100.00 1 $2,100.00 12 Remove Existing Fire Hydrants $2,100.00 EACH 2 800.00 2 $400.00 13 Fire Hydrant Extensions VERT FT! 2 430.00 0.5 2.5 $215.00 $107.50 14 Pipe Fittings(Mechanical Joints),Ductile Iron POUND 1400 5,600.00 12 1412 $4.00 15 Selected Granular Backfill(CA-6) CU YD! 1150 27,600.00 70 1080 $24.00 $48.00 $1,680.00 16 Water Service Reconnection,'-1/2",with New Buffalo Box EACH 17 24,650.00 12 29 $1,450.00 $17,400.00 17 Water Service Line,1-1/2" FOOT 424 10,176.00 325 749 $24.00 $7,800.00 18 Nitrile Gaskets,8" EACH 5 500.00 5 $100.00 19 Adjusting Sanitary Sewers,(PVC/SDR 18),8°Dia.or Less FOOT 100 1,400.00 20 $500.00 20 Non-Shear Mission Couplings,6" 120 $ .00 $320.00 EACH 10 400.00 8 18 $40.00 $320.00 21 Encasing Pipe,PVC(Schedule 40),4" FOOT! 300 2,700.00 160 140 $9.00 22 Filling Existing Valve Box $1,440.00 EACH'' 2 150.00 2 $75.00 23 Class D Patches,Type III,4" SQ YD 75 3,525.00 75 $47.00 24 Class D Patches,Type IV,4" SQ YD 560 25,200.00 273 287 $45.00 $2,285.00 25 Sidewalk Removal SQ FT 75 225.00 150 $12,285.00 225 $3.00 $450.00 26 Concrete Driveway Pavement Removal SQ YD 20 200.00 1 19 27 Portland Cement Concrete Driveway avement,7" $10.00 $50 00 Y SQ YD 20 1,000.00 1 19 $50.00 $50.00 28 Portland Cement Concrete Sidewalk,5" SQ FT 75 450.00 150 225 29 Driveway Pavement Removal $6.00 $850.00 SQ YD 55 550.00 85 140 $10.00 $850.00 30 Combination Curb&Gutter Removal FOOT 102 408.00 250 352 $4.00 $1,000.00 31 Combination Concrete Curb&Gutter,Type B-6.12 FOOT 102 3,060.00 250 32 Incidental Hot-Mix Asphalt Surfacing(for Driveways),3" TON 10 1,900.00 48 352 190.00 $9,120.00 58 $1 33 Exploratory Excavation $4.00 $9,120.00 CU YD, 50 200.00 25 25 $4.00 $100.00 34 Restoration L SUM' 1 5,000.00 35 Traffic Control&Protection 1 $5,600.00 L SUM 1 1.600.00 1 $1,600.00 36 Insurance Provisions-Complete L SUM 1 1,500.00 1 $1,500.00 ""'APPROVED ADDITIONAL ITEMS"" Gate Valves,8" I EACH EACH,i I I 2 Connection to Existing Water Main,8" 2 I_ 2I $2,400. 00 $4,800.00 $ 227,770.00 Totals: $ 64,184.50 $ 38,757.00 Net Change: $ 25,427.50 $ - 6 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 Replacement-Phase 1 Palos Park, IL 60464 Project No.: 13337 (see page 1) The estimated quantities are shown below and the Contractor agrees to furnish g 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"""(Coed) l Valve Box,Cast Iron,8" EACH I 1 1 $330.00 $330.00 Temporary Repair of Existing Water Main,4" L SUM' 1 1 $4,257.66 $4,257.66 Detectable Warnings SQ FT 8 8 $36.00 $288.00 Temporary Water Service©1000 Warner L SUM 1 1 $700.00 $700.00 Storm Sewer,12"@ Peiffer FOOT 60 60 $50.00 $3,000.00 Water Main Repair @1017 Warner L SUM 1 1 $1,100.00 $1,100.00 Inlet Adjustment EACH 1 1 $215.00 $215.00 Over-time Premium for Plaza Construction L SUM 1 1 $1,450.00 $1,450.00 Water Main Repair @ 1005 Warner L SUM 1 1 $1,450.00 $1,450.00 Turn Hydrant Heads on Archer EACH 3 3 $750.00 $2,250.00 Extra Test&Chlorination L SUM 1 1 $850.00 $850.00 Additional Restoration-East Side SQ YD 420 420 $12.00 $5,040.00 Removal and Replacement of Hydrant @ Roberts L SUM' 1 1 52,000.00 $2,000.00 $ 227,770.00 Totals: $87,115.16 $38,757.00 Total net addition to date $ 48,358.16 which is 21.23%of Contract price. Net Change: $ 48,358.16 $ - Page 3 of 3 Amount of original Contract: $ 227,770.00 Amount of previously adjusted Contract: Amount of adjusted/final Contract: $ 276,128.16 X addition Total net ❑deduction to date: $ 48,358.16 which is 21.23% 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 Date Approved ; , Jars L.Cainkar,P.E.,P.L.S.,Acting Village Engineer 12-Sep-14 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)