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4. Lake Lucy Road Watermain Project I 4 i - CITY OF ,-.i\ . CHANHASSEN LLI I - 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 ' ,-` (612) 937-1900 IMEMORANDUM ,; D W it TO: Don Ashworth, City Manager IFROM: Gary Warren , City Engineer -k, I DATE: March 8 , 1989 -____ - _. _, 3-13-8.1 -- - SUBJ: Award of Bids for Lake Lucy Road Trunk Watermain Improvement Project No. 88-25 At the February 13, 1989 City Council meeting, plans and specifi- I cations were approved and authorization given to solicit bids for the Lake Lucy Road Trunk Watermain project. In order to keep this project on track, this item has been placed on the agenda 1 for award even though bids will not be opened until Friday of this week; after the Council packets have already been distri- buted. I Our consultant will compile a bid tabulation and make a recommen- dation which will be distributed to the Council prior to Monday night ' s meeting. I will then be prepared to make a verbal pre- ' sentation of our findings and recommenuation for award which hopefully the Council will feel comfortable with. 1 cc: Dick Koppy, Westwood I g - 03 1 'AYnr I .,0 I I . ;':,estwood Professional Services, Inc. OFFICIAL ENGINEERING COPY ; Received ' ' II :::c:a:: w::::n, Reion Nproveby Cingineer P.E. Date 3 13 612-921-3303 City Engineer of Chanhassen 690 Coulter Drive Approved by City Council Brooklyn Park,612-424-8862 I P.O. Box 147 Date Chanhasssen, Minnesota 55317 RE: Bid Tabulation for Lake Lucy Road Trunk Watermain IIOn Friday, March 10, 1989 bids were opened on the Lake Lucy Road Trunk Watermain Improvement Project No. 88-25. Eleven bidders submitted bids on the project, I which included installation of an 18 inch trunk watermain from Galpin Boulevard to Powers Boulevard adjacent to Lake Lucy Road. Additionally, the project involved the upgrading of the water booster station located at Galpin Boulevard I and Lake Lucy Road. Westwood Professional Services staff has tabulated the bids and compared them to the Engineer's estimate. The contractors and their associated bid totals are listed below: IIContractor Bid Total S.M. Hentges & Sons, Inc. $ 375,805.00 I J.P. Norex, Inc. 376 988.90 Latour Construction 391 ,435.80 B & D Underground 393,084.00 II Burschville Construction, Inc. 393,315.00 0 & P Contracting, Inc. 394,479.00 Northdale Construction 413,778.60 CECA Utilities 425,263.80 I Brown & Cris, Inc. 435,924.00 G. L. Contracting, Inc. 455,944.96 Lysne Construction, Inc. 463,899.00 IIThe Engineer's estimate for the project is $387,935.00, which is within five percent of the low bid contractor's bid total. S.J. Hentges & Sons have a good I reputation in utility construction. Attached is a copy of their project reference information. Recommendation IIIt is recommended that S.M. Hentges & Sons, Inc. be designated the lowest responsible bidder at $375,805.00 for the Lake Lucy Road Trunk Watermain I Improvement Project No. 88-25 and that staff be authorized to execute an agreement with the contractor to initiate project activities. Sincerely, IWE TWOOD PROFESSIONAL SERVICES, INC. CITY OF CHANHASSEN ..-, --,;;, IMIW/B Iichard L. • .py P.E.• President MAR 131989 RLK:jg I Attachment FNGINEERING QEPT. II 1 S .M. HEN-GES & SONS , INC . PROJECT REFERENCE INFORMATION Previous Larger Contract Metropolitian Airports Commission ' Description : Watermain Installation/Street Construction Contract Amount: $550 , 000 Engineer: TKDA City of Shakopee Description : Utility installation/Street Constructior Contract Amount: $950 , 000 Engineer: City Engineer City of Shakopee ' Description : Utilities and Streets Contract Amount : $530 . 000 Engineer : Cit; Engineer City of Eagan Description : Utilities and Streets Contract Amount: $470 , 000 Engineer : Bonestroo & Associates City of Shakopee Description : Utilities and Streets Contract Amount: $470 , 000 Engineer : City Engineer Rily-Purgatory-Bluff Creek Watershed Description : Storm Sewer Drainage Contract Amount: $514 , 000 Engineer : Barr Endineering City of Hopkins ' Description : Storm Sewer , Piling , Bo..< Culverts Contract Amount: $650 , 000 Engineer : TKDA ' City of Shakopee Description : Grading , Utilities , Streets Contract Amount: $350 , 000 Engineer : City Engineer Description : ' Contract Amount: $ Engineer : 1 1 • ' S .M. HENTGES & SONS , INC. ' PROJECT REFERENCE INFORMATION Continued 1 Present Larger Contracts ' City of Eagan Description : Lift Stations & Piping Contract Amount: $ 175 , 000 ' Engineer : Bonestroo & Associates City of Cottage Grove ' Description : Street Construction Contract Amount : $550 , 000 Engineer: Bonestroo & Associates ' City of Minnetonka Description : Storm Sewer & Pond Excavation Contract Amount: $150 , 000 ' Engineer: City Engineer Hennepin County Library in Minnetonka Description : Footings , grading & Utilities ' Contract Amount : $50 , 000 Engineer: Hennepin County ' Eagan High School Description : Site Storm Sewer Contract Amount: $250 , 000 Engineer : HGA ( PCL Gen ' l Contractor) Description : ' Contract Amount : S Engineer : 1 Description : Contract Amount : $ Engineer : Description : ' Contract Amount: $ Engineer : 1 I _ 111111 1 1 1 1 1 1 NM N 1 1 11M1 MN 1 NM 1 1 MI " 1 CITY OF DiANH.ASSEN CITY PROJECT NO. 88-25 LAKE LUCY ROAD WATER MAIN BID O?ENIN3: 11:00 A.M., MARCH 10, 1989 Contract ENGINEER'S EST. S.M. HENTGES/SONS J.P. NOREX LATWR CAST. B & D UNDERGROUND BURSCHVILLE 0 & P CONTRACTING Item - Unit Total Unit Total Unit Total Unit Total Unit Total Unit Total Unit Total No. Contract Item Unit Quantity Price Amount Price Amount Price Amount Price Amount Price Amount Price Amount Price Amount 1. 6" DIP Class 52 L.F. 350 13.00 4680.00 12.50 4500.00 10.45 3752 00 14.90 5364.00 18.00 6480.00 13.00 4680.00 15.00 5400.00 2. 8" DIP Class 52 L.F. 20 18.00 360.00 15.00 300.00 12.80 256.00 28.80 576.00 20.00 400.00 16.00 320.00 17.00 340.00 3. 18' DIP Class 52 L.F. 5600 38.00 212800.00 29.50 165200.00 32.60 182560.00 33.20 185920.00 35.15 196840.00 32.00 179200.00 34.00 190400.00 4. 6" Gate Valve &Box EACH 16 375.00 6000.00 320.00 5120.00 350.00 5500.00 325.00 5200.00 365.00 5840.00 265.00 4240.00 350.00 5600.00 5. 8" Gate Valve &Box EACH 2 450.00 900 00 450 00 900.00 475.00 950.00 445.00 890.00 540.00 1080.00 365.00 730.00 450.00 900.00 6. 18' Butterfly Valve & Box EACH 2 2000.00 4000.00 2400.00 4800.00 2200.00 4400.00 1870.00 3740.00 2328.00 4656.00 2200.00 4400.00 1900.00 3800.00 7. Fittings LBS. 15100 1.30 19630.00 1.70 25670.00 1.50 22650.00 1.20 18120.00 1.30 19630.00 1.00 15100.00 1.00 15100.00 8. Service Connection EACH 6 150.00 900.00 200.00 1200.00 97.40 584.40 85.00 510.00 260.00 1560.00 75.00 450.00 70.00 420.00 9. 1" Copper Service L.F. 100 7.00 700.00 10.00 1000.00 6.40 640.00 26.00 2600.00 15.00 1500.00 10.00 1000.00 18.00 1800.00 10. Hydrant EACH 12 1000.00 12000.00 1030.00 12360.00 1200.00 14400.00 1250.00 15000.00 1205.00 14460.00 980.00 11760.00 1050.00 12600.00 11. 16" Jacked Steel Casing L.F. 302 90.00 27180.00 90.00 27180.00 81.00 24462.00 102.90 31075.80 89.00 25878.00 85.00 25670.00 110.00 33220.00 12. 30' Jacked Steel Casing L.F. 145 100.00 14500.00 140.00 20300.00 130.50 18922.50 140.70 20401.50 118.00 17110.00 129.00 18705.00 155.00 22475.00 13. 18" x 6" Tapping Valve and EACH 1 1000.00 1000.00 1400.00 1400.00 1600.00 1600.00 1375.00 1375.00 2150.00 2150.00 2000.00 2000.00 1300.00 1300.00 Sleeve, Installed 14. Connect to Existing 18" Plugged EACH 4 200.00 800.00 150.00 600.00 775.00 3100.00 760.00 3040.00 400.00 1600.00 500.00 2000.00 350.00 1400.00 Main 15. Aggregate Base Class 5 (100% TON 200 6.00 1200.00 10.50 2100.00 8.90 1780.00 13.00 2600.00 12.40 2480.00 9.00 1800.00 14.30 2860.00 Crushed Material) 16. Plant Mixed Bituminous Pavement TON 60 20.00 1200.00 35 00 2100.00 38.50 2310.00 38.85 2331.00 31.00 1860 00 40.00 2400.00 44.00 2640.00 MOOT 2331 17. Plant Mixed Bituminous Pavement TON 40 21.00 840.00 37.00 1480.00 44.00 1760.00 44.40 1776.00 46.50 1850.00 45.00 1800.00 72 00 2880.00 ;COT 2341 18. Bituminous Curb L.F. 5500 2.25 12375.00 0.25 1375.00 0.01 55.00 2.78 15290.00 1.40 7700.00 3.50 19250.00 1.45 7975.00 19. Bituminous Tack Coat GALLON 100 1.50 150 00 1 50 150.00 1.10 110.00 1.67 167.00 1.10 110.00 1.00 100.00 3.30 330.00 20. Insulation S.F. 1000 1.50 1500.00 1.50 1500.00 1.05 1050.00 1.70 1700.00 1.10 1100.00 4.00 4000.00 1.25 1250.00 21. Traffic Sign (MOT 1q1-7) EACH 1 50.00 50.00 100.00 100.00 290.00 290.00 300.00 300.00 170.00 170.00 200.00 200.00 140.00 140.00 Complete in Place 22. Sodding S.Y. 8000 1.50 12000.00 1.80 14400.00 1.50 12000.00 1.42 11360.00 1.40 11200.00 2.50 20000.00 1.35 10800.00 23. Sing and Mulch ACRE 1 1000.00 1000.00 1000.00 1000.00 715.00 715.00 577.50 577.50 650.00 650.00 1200.00 1200.00 605.00 605.00 24. Topsoil (furnished and S.Y. 8000 0.50 4000.00 0.5D 4000.00 0.90 7200.00 0.30 2400.00 1.10 8800.00 0.90 7200.00 1.05 8400.00 installed) 25. Fertilizer Ton 0.4 300.00 120.00 300.00 120.00 330.00 132.00 367.50 147.00 900.00 360.00 400.00 160.00 385.00 154.00 26. Erosion Control (Type 3) L.F. 3000 3.25 9750.00 3.50 10500.00 3.40 10200.00 4.10 12300.00 3.50 10500.00 5.00 15000.00 6.00 18000.00 27. Supervisory Control System L.S. 1 33300.00 33300.00 54848.00 54848.00 49500.00 49500.00 42900.00 42900.00 43260.00 43260.00 45950.00 45950.00 42890.00 42890.00 28. Refurbish Booster Pump Station L.S. 1 5000.00 5000.00 11602.00 11602.00 6000.00 6000.00 3775.00 3775.00 2850.00 2850.00 4000.00 4000.00 800.00 800.00 TOTAL 387935.00 375805.00 376988.90 391435.80 393084.00 393315.00 394479.00 111111 111111 111111 INS 111111 111111 111111 111111 =I 111111 111111 iiii11 Min 1.11 /113 1111. CITY OF CHANHA3SEN CITY PROJECT NO. 88-25 LAKE,LUCY ROAD WATER MAIN BID OPENING: 11:00 A.M., MARCH 10, 1989 Contract ENGINEER'S EST. NORTHDALE CECA UTILITIES BRO',N & CRIS G.L. CONTRACTING LYSNE CONSTR. Item Unit Total Unit Total Unit Total Unit Total Unit Total Unit Total No. Contract Item Unit Quantity Price Amount Price Amount Price Amount Price Amount Price Amount Price Amount 1. 5" DIP Class 52 L.F. 360 13.00 4580.00 16.50 5940.00 15.90 5724 00 18 00 6480.00 20.30 7308.00 16.00 5760.00 2. 8" DIP Class 52 L.F. 20 18.00 360.00 20.00 400.00 18.05 361.00 24.00 480.00 23.70 474.00 12.00 240.00 3. 18' DIP Class 52 L.F. 5600 38.00 212800.00 37.00 207200.00 35.45 193520.00 41.00 229600.00 41.70 233520.00 36.00 201600.00 4. 6" Gate Valve&Box EACH 16 375.00 6000.00 350.00 5600.00 300.15 4802.40 380.00 6080.00 337.90 5406.40 260.00 4160.00 5. 8" Gate Valve & Box EACH 2 450.00 900.00 475.00 950.00 424.75 849.50 500.00 1000.00 475.30 950.60 360.00 720.00 6. 18° Butterfly Valve & Box EACH 2 2000.00 4000.00 2400.00 4800.00 2216.65 4433.30 2700.00 5400.00 2174.30 4348.60 1700.00 3400.00 7. Fittings LBS. 15100 1.30 19630.00 1.35 20385.00 1.40 21140.00 1.18 17818.00 2.20 33220.00 2.00 30200.00 8. Service Connection EACH 6 150.00 900.00 110.00 660.00 100.30 601.80 150.00 900.00 118.60 711.60 580.00 3480.00 9. 1" Cooper Service L.F. 100 7.00 700.00 15.00 1500.00 9.50 950.00 13.00 1300.00 12.00 1200.00 3.60 360.00 10. Hydrant EACH 12 1000.00 12000.00 1040.00 12480.00 1121.50 13458.00 1025.00 12300.00 1042.00 12504.00 1000.00 12000.00 11. 16" Jacked Steel Casing L.F. 302 90.00 27180.00 107.80 32555.60 103.00 31106.00 98.00 29596.00 84.60 25549.20 82.00 24764.00 12. 30" Jacked Steel Casing L.F. 145 100.00 14500.00 147.40 21373.00 139.00 20155.00 134.00 19430.00 141.80 20561.00 150.00 21750.00 13. 18' x 6' Tapping Valve and EACH 1 1000.00 1000.00 2100.00 2100.00 1610.00 1610.00 2050.00 2050.00 1862.30 1862.30 1800.00 1800.00 Sleeve, Installed 14. Connect to Existing 18" Plugged EACH 4 200.00 800.00 750.00 3000.00 400.00 1600.00 1435.00 5740.00 502.40 2009.60 2000.00 8000.00 Main 15. Aggregate Base Class 5 (100% TON 200 6.00 1200.00 15.00 3000.00 17.00 3400.00 12.00 2400.00 15.10 3020.00 9.00 1800.00 Crushed Material) 16. Plant Mixed Bituminous Pavement TON 60 20.00 1200.00 45.00 2700.00 75.00 4500.00 50.00 3600.00 34.50 2070.00 45.00 2700.00 YnDOT 2331 17. Plant Mixed Bituminous Pavemant TON 40 21.00 840.00 71.50 2860.00 75.00 3000.00 60.00 2400.00 50.70 2028.00 48.00 1920.00 MnDOT 2341 18. Bituminous Curb L.F. 5500 2.25 12375.00 0.01 55.00 3.30 18150.00 2.00 11000.00 1.60 8800.00 2.00 11000.00 19. Bituminous Tack Coat GALLOI 100 1.50 150.00 3.30 330.00 1 60 160.00 1.50 150.00 1.10 110.00 2.00 200.00 20. insulation S.F. 1000 1.50 1500.00 1.45 1450.00 1.00 1000.00 2.25 2250.00 2.10 2100.00 1.40 1400.00 21. Traffic Sign (MOOT W1-7) EACH 1 50.00 50.00 350.00 350.00 100.00 100.00 250.00 250.00 184.20 184.20 200.00 200.00 Complete in Place 22. Sodding S.Y. 8000 1.50 12000.00 1.60 12800.00 1.45 11600.00 2.00 16000.00 1.90 15200.00 2.75 22000.00 23. Seeding and Mulch ACRE 1 1000.00 1000.00 1500.00 1500.00 650.00 650.00 500.00 500.00 971.60 971.50 1000.00 1000.00 24. Topsoil (furnished and S.Y. 8000 0.50 4000.00 0.53 4240.00 1.10 8800.00 0.50 4000.00 1.40 11200.00 1.25 10000.00 installed) 25. Fertilizer Ton 0.4 300.00 120.00 750.00 300.00 400.00 160.00 500.00 200.00 215.90 86.36 300.00 120.00 26. Erosion Control (Type 3) L.F. 3000 3.25 9750.00 4.25 12750.00 5.50 16500.00 2.50 7500.00 3.50 10500.00 5.00 15000.00 27. Supervisory Control System L.S. 1 33300.00 33300.00 45000.00 45000.00 44932.80 44932.80 40000.00 40000.00 44095.40 44095.40 70325.00 70325.00 28. Refurbish Booster Pump Station L.S. 1 5000.00 5000.00 7500.00 7500.00 7000.00 7000.00 7500.00 7500.00 5954.10 5954.10 8000.00 8000.00 TOTAL 387935.00 413778.60 425263.80 435924.00 455944.96 463899.00