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R-57-10 Res Contract Warner Ave Water MainRESOLUTION R-57-70 RESOLUTION AUTHORIZING AWARD OF CONTRACT FOR WARNER AVENUE WATER MAIN REPLACEMENT PROJECT, WHEREAS, the Village of Lemont requires that the Warner Avenue Water Main Replacement Project, be completed; and WHEREAS, the Village seeks to utilize the construction firm of Swallow Construction Corporation for such work; and WHEREAS, Swallow Construction Corporation submitted a low bid for such work in the amount of $242,000.00 NOW, THEREFORE, BE IT RESOLVED, by the President and Board of Trustees that the Contract with Swallow Construction Corporation 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 27th day of September, 2010. AYES NAYS PASSED ABSENT Debby Blatzer Paul Chialdikas 1/ Clifford Miklos Rick Sniegowski Ronald Stapleton Jeanette Virgilio Approved by me this 27th day of September, 2010. afeeeLei,az__ CHARLENE SMOLLEN, Village Clerk Attest: B AN K. REAVES, Villa : e President CHARLENE SMOLLEN, Village Clerk Approved as to form: Daniel P. Blondin, Village Attorney Date: Civil Engineer/ Municipal (,on.sultantg JJrank Novotny & Associates, Inc. 825MidwayDrive 9 Willowbrook, IL 9 60527 • Telephone: (630) 887-8640 • Fax: (630) 887 - 0132 Mr. Ben Wehmeier Administrator Village of Lemont 418 Main Street Lemont, Illinois 60439 Re: Warner Avenue Water Main Replacement Ridge Road to Logan Street Bid Opening: September 23, 2010 @ 10:00 a.m. Dear Ben: September 23, 2010 Listed below and on the attached "Bid Tabulation ", please find the results of bid opening of September 23, 2010, for the above - referenced project. Eight (8) bids were received and tabulated, with a computational error being found that did not affect the low bidder. Swallow Construction $ 242,000.00 Suburban General Construction 259,591.00 Airy's 261,040.00 Gerardi Sewer & Water. 262,386.00 Riccio Construction 278,818.00 Knowles Construction 309,209.83 Patnick Construction. 340,010.00 Len Cox & Sons Excavating 352,159.00 Engineer's Estimate $ 291,233.50 The low bid submitted by Swallow Construction, in the amount of $242,000.00, is $49,233.50 (16.91 %) below the Engineer's Estimate of $291,233.50. Since Swallow Construction is qualified to perform this type of work, we therefore recommend that the Contract be awarded to Swallow Construction Corporation, 4250 Lacey Road, Downers Grove, IL. 60515, in the amount of $242,000.00. Should you have any questions concerning this matter, please do not hesitate to contact me. Very truly yours, FRA N e OT = SSOCIATES, INC. eSy .r . JLC /ce Enclosure cc: Mr. Ralph Pukula, Director of Public Works, w /Enc. Ms. Jean Nona, Director of Finance, w /Enc. File No. 10306 Date: 9/23/2010 OWNER: PROJECT DESCRIPTION: BID OPENING: TABULATION OF BIDS Village of Lemont Warner Avenue Water Main Replacement Ridge Road to Logan Street September 23, 2010 (4! 10:00 a.m. Page 1 Of 4 PROJECT NO : 10306 Engineers Estimate Swallow Construction 4250 Lacey Road Downers Grove, IL. 80515 5% Bid Bond Suburban General Cone( 1019 E. 31s Street LaGrange Park, IL. 80626 6% Bid Bond Alry's 7455 W. Doyen Drive Tinley Park, IL. 60477 5% Bid Bond Gerard! Sewer & Water 4620 N. Osage Norrldge, IL, 60706 5% BId Bond Item No Description Unlit Quantity Unit Price Amount Unit Price Amount Unit Price Amount 58,00 36.00 Amount Unit Price Amount 1 Water Main In Trench, Ductile Iron, 8" 88855 o5 o 0 0 0 o F y> o o 885, 0 0> >) ° z z z= ,LP-52t 1:68 22266 6662 66 V2 6 6 226 66222 2",=6 62222 2 960 70.00 67,200.00 60.00 48,000.00 85.00 82,400.00 68.00 55,680.00 50.00 48,000.00 2 Water Mein In Trench, Ductile Iron, 6" 30 50.00 1,500.00 44.00 1,320.00 55.00 1,850.00 36.00 1,080.00 40.00 1,200.00 3 Encasing Pipe, PVC (C -900), 16" 44 80,00 3,520,00 38.00 1,584.00 55.00 2,420.00 56.00 2,464.00 50.00 2,200.00 4 Pressure Connection, 8" x8" 2 3,500.00 7,000.00 3,600.00 7,200.00 3,250.00 6,500.00 3,522.00 7,044.00 4,150.00 8,300.00 5 Proctors Connection, 6' x 8" 1 2,500.00 2,500.00 3,000.00 3,000.00 3,000.00 3,000.00 3,169.00 3,169.00 3,550.00 3,550.00 6 Valve Vault, Type A, 5' Dia., Type 1 Frame, Closed Lid 3 2,500.00 7,500.00 1,800.00 5,400.00 2,500.00 7,500.00 2,079.00 6,237.00 1.750.00 5,250.00 7 Water Main in Encasing Pipe, Ductile Iron, 8" 44 70.00 3,080.00 52.00 2,288.00 65.00 2,860.00 30.00 1,320.00 50.00 2,200.00 8 Connection to Existing Water Main, B" 1 2,500.00 2,550.00 1,100.00 1,100.00 4,500.00 4,500.00 740,00 740.00 2,500.00 2,500.00 9 Disconnect & Cap Existing Water Main, 4" 1 1,000.00 1,000.00 125.00 125.00 1,250.00 1,250.00 949.00 949.00 1,000.00 1,000.00 10 Polyethylene Encasement 1590 1.25 1,362.50 0.75 817.50 0.50 545.00 1.00 1,090.00 1.00 1,090.00 11 Fire Hydrants 5 3,500.00 17,500.00 3,500.00 17.500.00 6,000.00 30,000.00 3,170.00 15,850.00 3,550.00 17,750.00 12 Remove 84151115 Fire Hydrants 2 1,000.00 2,000.00 125.00 250.00 125.00 250.00 395.00 790.00 450.00 900.00 13 Fire Hydrant Extensions 15 250.00 3,750.00 500.00 7,500.00 600.00 9,000.00 440.00 6,600.00 376.00 5,825.00 14 Pipe Filings (Mechanical Joints), Duc61e Iron 1500 4.00 6,000.00 4.00 8,000.00 1.00 1,500.00 5.50 8,250.00 4.50 6,750.00 15 Selected Granular Backfill 1100 38.00 41,800.00 32.00 35,200.00 10.00 11,000.00 43.00 47,300.00 32.00 35,200.00 18 Water Service Reconnection, Near Side, 1 -1/2 ", with New Buffalo Box 13 1,200.00 15,600.00 975.00 12,675.00 1.750.00 22,750.00 1,082.00 14,068.00 1,000.00 13,000.00 17 Water Service Reconnection, Far Side. 1 -1/2", with New Buffalo Box 12 1,500.00 18,000.00 1,275.00 15,300.00 2,000.00 24,000.00 1,082.00 12,984.00 1,200.00 14,400.00 18 Water Service Line, 1 -1/2" 556 35.00 19,460.00 20.00 11,120.00 15.00 8,340.00 34.00 18,004.00 30.00 16,680.00 19 Encasing Pipe, PVC (Schedule 40), 4" 120 15.00 1,800.00 3.00 360.00 6.00 720.00 18.00 2,160.00 12.00 1,440.00 20 Valve Box, Cast Iron, 6" 1 300.00 300.00 150.00 150.00 325.00 325.00 103.00 193.00 350.00 350.00 21 Filling Existing Valve Box 3 100.00 300.00 70.00 210.00 100.00 300.00 103.00 30900 100.00 300.00 22 Gate Valves, 8" 1 1,200.00 1,200.00 1,300.00 1,300.00 3,000.00 3,000.00 931.00 931.00 1,075.00 1,075.00 23 Class D Patches, Type IV, 4" 50 60,00 3,000.00 52.00 2,600.00 90.00 4,500.00 29.00 1,450.00 50.00 2,500.00 24 Pavement Removal 900 12.00 10,800.00 8.00 7,200.00 1.00 900.00 7.00 6,300.00 4.00 3,600.00 26 Hot -Mix Asphalt Surface Removal, 1-1/4" Avg. 1400 5.00 7,000.00 7.50 10,500.00 5.00 7,000.00 4.00 5,600.00 5.00 7,000.00 28 Hot -Mix Asphalt Surface Removal - Butt Joint 270 1200 3,240.00 8.00 2,180.00 6.00 1,82000 8.00 2,160.00 20.00 5,400.00 27 Leveling Binder (Machine Method), 650, 1" 180 110.00 19,800.00 10000 18.000.00 110.00 19,800.00 83.00 14,940.00 105.00 10800.00 28 Aggregate (Prime Coat) 8 50.00 300.00 90.00 540.00 10.00 80.00 126.00 768.00 80.00 480.00 29 Bituminous Materials (Prime Coat) 2 400.00 800.00 410.00 620.00 1.00 2.00 802.00 1,604.00 800.00 1,600.00 30 Manholes to be Adjusted 7 300.00 2,100.00 150.00 1,050.00 200.00 1,400.00 392.00 2,744.00 475.00 3,325.00 31 Valve Boxes to be Adjusted 1 150.00 150.00 75.00 75.00 125.00 125.00 159.00 159.00 150.00 150.00 32 Sidewalk Removal 200 2.50 500.00 5.00 1,000.00 1.00 200.00 2.00 400.00 1.00 200.00 33 Concrete Driveway Pavement Removal 20 15.00 300,00 30.00 800.00 5.00 100.00 17.00 340,00 10.00 200.00 34 Portland Cement Concrete Driveway Pavement, 7" 20 60.00 1.200.00 76.00 1,520.00 75.00 1,500.00 57.00 1,140.00 70.00 1,40000 35 Portland Cement Concrete Sidewalk, 5" 200 7.00 1,400.00 8.50 1,700.00 7.00 1,400.00 9.00 1,800.00 6.00 1,200.00 36 Delectable Warnings 8 50.00 400.00 37.00 286.00 150.00 1,200.00 48.00 384.00 60.00 460.00 37 Combination Curb &Gutter Removal 75 8.00 600.00 18.00 1,200.00 1.00 75.00 5.00 450.00 5.00 375.00 38 Combination Concrete Curb & Gutter, Type 8-6.12 75 26.00 1 875.00 33.00 2 475.00 25.00 1,875.00 30.00 2 250.00 50.00 3,750.00 Sub-Totals: 278,337.50 230,135.60 245,667.00 250,599.00 239,320.00 Bid Error Corrections: Corrected Totals - -- Over /Under - - -- Percent - - -- OWNER: PROJECT DESCRIPTION: BID OPENING: TABULATION OF BIDS Village of Lemont Warner Avenue Water Main Replacement Ridge Road to Logan Street Page 2Of 4 PROJECT NO 10306 Engineers Estimate Swallow Construction 4250 Lacey Road Downers Grove, IL. 60515 6% Bid Bond Suburban General Const. 1019 E. 318 Street LaGrange Park, IL 60626 6% Bld Bond Alry's 7455 W. Owen Drive Tinley Park, IL. 60477 5% Bid Bond Gerard) Sewer & Water 4520 N. Osage Norridge, IL. 60706 5% Bid Bond Item Unit Unit Unit Unit Unit No Description Unit Quantity Price Amount Price Amount Price Amount Price Amount Price Amount 39 Paint Pavement Marking • Line 0' FOOT 165 2.00 330.00 10.60 1.732.60 10.00 1,850.00 11.00 1515.00 11.00 1,815.00 40 Paint Pavement Marking - Line 24' FOOT 27 8.00 218.00 13.00 351.00 12.00 324.00 13.00 351.00 13.00 351.00 41 Topsoil Furnish and Place, 4' CU YD 40 40.00 1,800.00 30.00 1,200.00 16.00 600.05 40.00 1,800.00 40.00 1,600.00 42 Sodding SO YO 350 6.00 1,750.00 10.00 3,500.00 8.00 2800.00 6.00 2,100.00 8.00 2,800.00 43 Traffic Control & Proleclion L SUM 1 6,000,00 5,005.00 3,800.00 3,800.00 7,350.00 7,350.00 2,175.00 2,175.00 14,000.00 14,000.00 44 Insurance Provlelons - Complete LSUM 1 4,000.00 4,000.00 1,481.00 1,481.00 1,300.00 1,300.00 2,400.00 2,400.00 2500.00 2.500.00 Totals: 291,233.60 242,000.00 259,591.00 261,040.00 262,386.00 Bid Error Corrections: Corrected Totals - - - 242,00050 259,691.00 261,040.00 282,366.00 Overt Under - - - - - 49,233.60 -31,842.60 - 35,193.50 - 28,847.50 Percent - - -- - 16.91% - 10.86% - 10.37% -9.91% Date: 852312010 OWNER: PROJECT DESCRIPTION: BID OPENING: TABULATION OF BIDS Village of Lemont Wamer Avenue Water Main Replacement Ridge Road to Logan Street September 23 2010 !d1 10:00 a.m. Page 3 Of 4 PROJECT NO : 10306 Engineers Estimate Ricci() Construction P.O, Box 672 Palos Park, IL. 60464 5% Bld Bond Knowles Construction 900 Country Creek Drive New Lenox, IL. 60451 5% Bid Bond Patnick Construction 205 W. Grand Ave., #102 Bensenville, IL. 60106 5% Bid Bond Len Cox & Sons Excavating 151 Springfield Ave., #10 Joliet, IL. 60435 5% Bid Bond Item No Description Unit Quantity Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount 1 Water Main In Trench, Ductile iron. 8"" 88$55 UODUO ��ryA 6 u ooh 5u > } °> ° >zzz5 5ti°>L V68 22116 62662 HPB 6 6 ooh 66ygg $0006 6%ggg coo 960 70.00 07,200.00 80.00 57,600.00 69.34 66,568.40 70.00 67,200.00 60.00 57,600.00 2 Water Main in Trench, Ductile Iron, 6" 30 50.00 1,500.00 50.00 1,880.00 59.00 1,770.00 50.00 1,500.00 58.00 1,740,00 3 Encasing Pipe, PVC (C- 900),18" 44 80.00 3.52000 65.00 2,800.00 80.05 3,562.20 85.00 2,880.00 95.00 4,180.00 4 Pressure Connection, 8" x 8" 2 3,500.00 7,000.00 3,400.00 6,800.00 2,951.70 5,903.40 4,505.00 9,000.00 6,000,05 12,000.00 6 Pressure Connection, 6 "x8" 1 2.500.00 2,500.00 2,900.00 2,900.00 2,458.50 2,458.50 4,000.00 4,000.00 3,500.00 3,500.00 0.00 6 Value Vault, Type A, 6' Dia., Type 1 Frame, Closed Lid 3 2,500.00 7,500.00 2,300.00 6,900.00 2,417.16 7,251.48 1,500.00 4,500.00 2,000.00 6,000.00 7 Water Main in Encasing Pipe, Ductile iron, 8" 44 70.00 3,080.00 88.00 2,904.00 52.20 2,298.80 70.00 3,585.00 65.00 2,860.00 8 Connec5on to Existing Weter Mein, 8" 1 2,500.00 2,500.00 2,500.00 2,500.00 2,551.00 2,551.00 3,000.00 3,000.00 3,500.00 3,500.00 9 Disconnect & Cap Existing Water Matti, 4" 1 1,000.00 1,000.00 1,050.00 1,050.00 1,310.00 1,310.00 1,000.00 1,000.00 2,400.00 2,400.00 10 Polyethylene Encasement 1090 1.25 1,362.50 3.00 3,270.00 0.40 436.00 1.00 1,090.00 1.00 1,080.00 0.00 11 Fire Hydrants 5 3,500.00 17,500.00 4,100.00 20,500.00 3,099.00 15,495.00 3,500.00 17,500.00 3,800.00 19,000.00 12 Remove Existing Fire Hydrants 2 1,000.00 2,000.00 400.00 800.00 859.00 1,318.50 300.00 600.00 2,000.00 4,000.00 13 Fire Hydrant Extensions 15 250.00 3,750.00 560.00 8.400.00 853.00 9,795.00 500.00 7,500.00 950.00 14,250.00 14 Pipe Fittings (Mechanical Joints), Ductile Iron 1500 4.00 6,000.00 6.00 9,000.00 4.99 7,485.00 3.00 4,500.00 8.50 12,750.00 15 Selected Granulareackfill 1100 38.00 41,800.00 27.00 29,700.00 31.52 34,872.00 39.00 42,900.00 - 40.00 44,000.00 0.00 18 Water Service Reconnection, Near Side, 1 -12 ", 13 1,200.00 15,800.00 1.300.00 18,000.00 1,252.80 18,288.40 1,500.00 19,500.00 1,400.00 18,200.00 with New Buffalo Box 0.00 0.00 17 Water Service Reconnection, Far SIde,1.12 ", 12 1,500.00 18,000.00 1,640.00 19,880.00 1,658.20 19,898.40 1,900.00 22,800.00 1,400.00 16,800.00 with New Buffalo Box 0.00 0.00 18 Water Service Line, 1 -12' 558 35.00 19,460.00 35.00 19,480.00 51.70 28,745.20 30.00 18,680.00 55.00 30,58000 19 Encasing Pipe, PVC (Schedule 40), 4" 120 15.00 1,800.00 20.00 2,400.00 14.00 1,680.00 16.00 1,925.00 45.00 5,400.00 20 Valve Box, Cast Iron, 8' i 300.00 300.00 250.00 250.00 277.00 277.00 300.00 300.00 2,580.00 2,580.00 0.00 21 Filling Existing Valve Box 3 100.00 300.00 75.00 225.00 200.00 600.00 10.00 30.00 185.00 555.00 22 Gate Valves, 8" 1 1,200.00 1,200.00 1,280.00 1,280.00 1,275.00 1,275.00 1.405.00 1,400.00 2,000.00 2,000,00 23 Class D Patches, Type IV, 4" 50 60.05 3,000.00 80.00 4,000.00 62.00 2,600.00 50.00 2,500.00 100.00 5,000.00 24 Pavement Removal 900 12.00 10.800.00 10.00 9,000.00 9.70 8,730.00 13.00 11,700.00 8.00 7,200.00 26 Hot -Mix Asphalt Surface Remould, 1 -1/4 "Avg. 1400 5.00 7,000.00 6.00 8,40000 8.81 12,054.00 13.00 18,200.00 10.00 14,000.00 0.00 26 Hot -Mix Asphalt Surface Removal - Butt Joint 270 12.00 3,240.00 7.00 1,890.00 9.00 2,430.00 13.00 3,510.00 12.00 3,240.00 27 Leveling Binder (Machine Method), N50,1" 180 110.00 15,805.00 110.00 19,805,00 112.80 20.268.00 225.00 40,500.00 125.00 22,500.00 28 Aggregate (Prime Coat) 8 50.00 300.00 13.00 78,00 52.50 315.00 500.00 3,000.00 85.00 390.00 29 Bituminous Materiels (Pdme Coat) 2 400.00 800.00 3.00 6.00 498.75 997.50 1,500.00 3,000.00 550.00 1,100.00 30 Manholes to be Adjusted 7 300.00 2,100.00 285.00 1,995.00 782.00 5,334.00 600.00 4,200.00 90.00 630.00 0.00 31 Valve Boxes to be Adjusted 1 150.00 150.00 265.00 285.00 450.00 450.00 600.00 800.00 400.00 400.00 32 Sidewalk Removal 200 2.50 500.00 3.00 600.00 5.00 1,000.00 5.00 1,000.00 5.00 1,000.00 33 Concrete Driveway Pavement Removal 20 15.00 300.00 10.00 200.00 8.0D 180.00 10.00 200.00 25.00 500.00 34 Portland Cement Concrete Driveway Pavement, 7" 20 80.00 1,200.00 55.0D 1,100.00 44.00 880.00 60.00 1.200.00 85.00 1,300.00 35 Portland Cement Concrete Sidewalk 5" 200 7.00 1,400.00 7.00 1.400.00 10.00 2,000.00 8.00 1,600,00 12.50 2,500.00 0.00 36 Detectable Warnings 8 50.00 400.00 15.00 120.00 27.50 220.00 35.00 280.00 45.00 380.00 37 Combination Curb &Gutter Removal 75 8.00 600.00 9.00 676.00 15.00 1,125.00 5.00 375,00 25.00 1.875.00 38 Combination Concrete Curb 8 Gutter, Type 8 -6.12 75 25.00 1 875.00 32.00 2,400.00 30.00 2,250.00 28.00 1,950.00 55.00 4,125.00 S u b- T o t a I s: 278,337.60 268,868.00 292,848.28 328,576.00 331,106.00 Bid Error Corrections: Corrected Totals - -- Over t Under -•-- Percent ---- OWNER: PROJECT DESCRIPTION: BID OPENING: TABULATION OF BIDS Village of Lemont Warner Avenue Water Main Replacement Ridge Road to Logan Sheet • Page 40f 4 PROJECT NO 10300 Engineers Estimate Ricci° Construction P.O. Box 672 Palos Park, IL. 60484 6% Bid Bond Knowles Construction 900 Country Creek Drive New Lenox, IL, 80451 5% Bid Bond Patrick Construction 205 W. Grand Ave., #102 Bensenville, IL. 60106 6% Bid Bond Len Cox & Sons Excavating 151 Springfield Ave., #10 Joliet, IL, 80436 5% Bid Bond Item Unit Unit Unit Unit Unit No Description Unit Quantity Price Amount Price Amount Price Amount Price Amount Price Amount 39 Paint Pavement Marking - Line 6" • FOOT 105 2.00 335.00 8.00 990,00 16.75 2,598.75 3.00 495.00 12.00 1,980.00 40 Paint Pavement Marking - Line 24" FOOT 27 8.00 216.00 20.00 540.00 92,40 2,494.80 20.00 540.00 12.00 324.00 41 Topsoil Furnish and Place, 4" CU YD 40 40.00 1,600.00 26.00 1,120.00 8.00 320.00 25.00 1,000.00 25.00 1,000.00 42 Sodding SD YD 350 5.00 1,750.00 9.00 3,150.00 15.00 5,250.00 8.00 2,800.00 25.00 8,750.00 43 Traffic Control S Protection L SUM 1 5,000.00 5,000.00 2,500.00 2,500.00 4,500.00 4,500.00 5,000.00 5,000.00 5,200.00 5,200.00 44 Insurance Provisions - Complete LSUM 1 4,000.00 4,000.00 1,550.00 1,550.00 1,200.00 1,200.00 3,500.00 3,500.00 3,800.00 3,800.00 Totals: 291,233.60 278,818.00 308,964.83 340,010.00 362,169,00 Bid Error Corrections: Total...................................................................................................................... ............................... 309,209.83 Corrected Totals - - - 278,818.00 309,209.83 340,010.00 362,159.00 Over! Under • • • • - 12,415.60 17,976.33 48,776.50 80,925.50 Percent •••• -4.26% 6.17% 16.75% 20.92%