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2000-004 Council Resolution
Council Member Dahl introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 00- 04 RESOLUTION APPROVING PAYMENT NO. 3 (FINAL) AND CHANGE ORDERS NO. 1 AND 2 FOR THE CONSTRUCTION LABORERS TRAINING CENTER UTILITY EXTENSION PROJECT WHEREAS, the construction of the Construction Laborers Training Center Utility Extension Project has been completed by Ryan Contracting, Inc., and; WHEREAS, the one-year warranty period for this project will begin with the final payment. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. Payment number 3 (final) in the amount of $4,551.66 is approved for a total contract amount of $151,151.28 2. Change Orders No. 1 and 2 for $10,896.69 and -$33,370.66 respectively, are approved. Adopted by the City Council this 10th day of ; uary, 2000. )61 Ry- hel Gaustad, City Clerk rges Mayor The motion for adoption of the foregoing resolution was duly seconded by Council Member Carlson and upon vote being taken thereon, the following voted in favor thereof: Bergeson, Carlson, Dahl, O'Connell The following voted against same: none Whereupon said resolution was declared passed and adopted. CERTIFICATION I hereby certify that the above is a correct copy of a resolution duly passed, adopted and approved by the City Council on January 10, 2000. Ry-Uhel Gaustad, City Clerk TKDA TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INCORPORATED ENGINEERS • ARCHITECTS • PLANNERS 1500 PIPER JAFFRAY PLAZA 444 CEDAR STREET SAINT PAUL, MINNESOTA 55101-2140 PHONE:651/292-4400 FAX:651/292.0083 .Comm. No. 11085-04 Cert. No. 3 Final St. Paul, MN, December 16 , 19 99 Owner , Contractor To City of Lino Lakes, Minnesota This Certifies that Ryan Contracting For Construction Laborer's Training Facility Is entitled to Four Thousand Five Hundred Fifty One and 66/100 ($ 4,551.66 ) being 3rd Final estimate for partial payment on contract with you dated July 12 Received payment in full of above Certificate. ot CONR'ACTOR peee.•tk'— , 19 97 , 19 99 TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INC. ENGINEECTS-PLANNERS Paul T. Hornby P.E. December 16, 1999 RECAPITULATION OF ACCOUNT An Equal Opportunity Employer CONTRACT PLUS EXTRAS PAYMENTS CREDITS ntract price plus extras 173,625.25 All previous payments $ 146,599.62 All previous credits Extra No.Change Order No. 1 10,896.69 " " Compensating Change Order No. 2 (33,370.66) It It Credit No. 4,551.66 AMOUNT OF THIS CER 1 INCATE Totals 151,151.28 151,151.28 Credit Balance There will remain unpaid on contract after 'ment of this Certificate 0.00 r151,151.28 151,151.28 An Equal Opportunity Employer TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INCORPORATED Engineers -Architects -Planners Saint Paul, Minnesota 55101 PERIODICAL ESTIMATE FOR PARTIAL PAYMENTS Estimate No. 3 (Final) Period Ending December 16, 1999 Page 1 of 1 Comm. No.11085-04 Project Construction Laborer's Training Facility Original Contract Amount Location City of Lino Lakes, Minnesota $ 173,625.25 Contractor Ryan Contracting Total Contract Work Completed Total Approved Credits Total Approved Extra Work Completed Approved Extra Orders Amount Completed Total Amount Earned This Estimate $ 10,896.69 $ 140,254.59 $ 0.00 $ 10,896.69 $ 151,151.28 Less Approved Credits $ 0.00 Less 0.00 % Retained $ 0.00 Less Previous Payments $ 146,599.62 Total Deductions $ 146,599.62 Amount Due This Estimate Contractor 4,S>/ 44 Gid �/a Engineer Date X21) 4j )11 $ 4,551.66 Date /Z/QO ESTIMATE NO. 3 (Final) CONSTRUCTION LABORER'S TRAINING FACILITY TOLTZ, KING, DUVALL, ANDERSON UTILITY EXTENSION AND ASSOCIATES, INCROPORATED CITY OF LINO LAKES, MINNESOTA ENGINEERS -ARCHITECTS -PLANNERS LINO LAKES, MINNESOTA COMMISSION NO. 11085-04 ITEM QUANTITY UNIT AMOUNT NO. DESCRIPTION QUANTITY UNIT TO DATE PRICE TO DATE BASE BID SANITARY SEWER 1 MOBILIZATION LS 1.0 1.0 $ 3,500.00 $ 3,500.00 2 TRANSPLANT TREE, 48" SPADE TR 3.0 2.0 $ 200.00 $ 400.00 3 CONN. TO EXISTING SAN. SEWER MH EA 1.0 1.0 $ 7,000.00 $ 7,000.00 4 CON. TO EXISTING SAN. SEW. SERVICE (6") EA 1.0 1.0 $ 7,000.00 $ 7,000.00 5 8" PVC, SDR 35 SAN. SEW. (12' - 14' DEEP) LF 137.0 187.0 $ 30.00 $ 5,610.00 6 8" PVC, SDR 35 SAN. SEW. (14' - 16' DEEP) LF 483.0 496.0 $ 30.00 $ 14,880.00 7 8" PVC, SDR 35 SAN. SEW. (24' - 26' DEEP) LF 63.0 $ 100.00 $ - 8 8" DIP, CL.50 SAN. SEW. (PLAN DEPTH) LF 20.0 20.0 $ 40.00 $ 800.00 9 CONSTRUCT 4' DIA. SAN MH, TYPE 301 EA 3.0 3.0 $ 1,300.00 $ 3,900.00 10 EXTRA DEPTH OF 4' DIA. SANTARY MH LF 20.87 12.66 $ 75.00 $ 949.50 11 SANITARY SEWER OUTSIDE DROP LF 8.15 8.15 $ 190.00 $ 1,548.50 12 6" ON 8" PVC, SDR 35 WYE BRANCH EA 1.0 1.0 $ 200.00 $ 200.00 13 6" PVC, SDR 26 SERVICE PIPE LF 12.0 11.0 $ 40.00 $ 440.00 14 TELEVISING SAN. SEWER LF 703.0 703.0 $ 1.00 $ 703.00 15 TRENCH STABILIZATION ROCK CY 70.0 48.5 $ 15.00 $ 727.50 SUBTOTAL - SANITARY SEWER $ 47,658.50 WATERMAIN 1 CON. TO EXISTING WATERMAIN (16") EA 1.0 1.0 $ 3,000.00 $ 3,000.00 2 CON. TO EXISTING WATER SERVICE (8") EA 1.0 1.0 $ 3,000.00 $ 3,000.00 3 6' DIP, CL. 52 WATERMAIN LF 10.0 12.0 $ 20.00 $ 240.00 4 8' DIP, CL. 52 WATERMAIN LF 745.0 738.0 $ 16.00 $ 11,808.00 5 16' DIP, CL. 52 WATERMAIN LF 49.0 57.0 $ 30.00 $ 1,710.00 6 6" RES. SEAT GATE VALVE & BOX EA 2.0 2.0 $ 540.00 $ 1,080.00 7 8° RES. SEAT GAVE VALVE & BOX EA 1.0 1.0 $ 600.00 $ 600.00 8 16" BUTTERFLY VALVE & BOX EA 1.0 1.0 $ 4,500.00 $ 4,500.00 9 6" HYDRANT (9'-0' BURY) EA 2.0 2.0 $ 1,300.00 $ 2,600.00 10 MJ DIP FITTINGS LB 1048.0 1084.0 $ 1.90 $ 2,059.60 11 TRENCH STABILIZATION ROCK CY 70.0 48.5 $ 0.01 $ 0.49 SUBTOTAL -WATERMAIN $ 30,598.09 STORM SEWER 1 SALVAGE & REINSTALL 21' CMP CULVERT LF 30.0 30.0 $ 20.00 $ 600.00 2 SALVAGE & REINSTALL 21' GS APRONS EA 2.0 $ 240.00 $ - SUBTOTAL - STORM SEWER $ 600.00 STREETS & RESTORATION 1 REMOVE EXISTING BIT. PAVEMENT SY 408.0 240.0 $ 2.70 $ 648.00 2 BIT. DRIVEWAY REPLACEMENT SY 408.0 193.0 $ 70.00 $ 13,510.00 3 TOPSOIL BORROW CY 240.0 $ 7.00 $ - 4 ROADSIDE SEEDING AC 0.44 0.50 $ 1,000.00 $ 500.00 5 SEED, MIXTURE 650 LB 33.0 50.0 $ 5.00 $ 250.00 6 SILT FENCE LF 100.0 $ 2.00 $ - SUBTOTAL - STREETS & RESTORATION $ 14,908.00 ALTERNATE NO. 1 SANITARY SEWER 1 CON. TO EXISTING SAN. SEWER MH EA 1.0 1.0 $ 5,000.00 $ 5,000.00 2 21" PVC, SDR 35 SAN. SEW. (24' - 26' DEEP) LF 30.0 30.0 $ 150.00 $ 4,500.00 3 21" PVC SAN SEWER THROUGH CASING LF 60.0 60.0 $ 50.00 $ 3,000.00 4 CASING PIPE (30' STEEL) LF 90.0 60.0 $ 310.00 $ 18,600.00 5 TELEVISING SAN. SEWER LF 90.0 90.0 $ 1.00 $ 90.00 SUBTOTAL - SANITARY SEWER, ALT. NO. 1 $ 31,190.00 WATERMAIN 1 16" MJ DIP, CL. 52 WATERMAIN LF 4.0 $ 100.00 $ - 2 16' MJ DIP WM. THROUGH CASING LF 60.0 60.0 $ 60.00 $ 3,600.00 3 CASING PIPE (30' STEEL) LF 60.0 60.0 $ 190.00 $ 11,400.00 4 1' COPPER SERVICE LF 10.0 $ 20.00 $ - 5 1' CORPORATION STOP EA 1.0 $ 200.00 $ - 6 1" CURB STOP & BOX EA 1.0 $ 200.00 $ - 7 MJ DIP FITTINGS LB 150.0 150.0 $ 2.00 $ 300.00 SUBTOTAL - WATERMAIN, ALT. NO. 1 $ 15,300.00 GRAND TOTAL BASE BID $ 93,764.59 GRAND TOTAL ALTERNATE NO. 1 BID $ 46,490.00 GRAND TOTAL BASE BID & ALTERNATE NO. 1 BID $ 140,254.59 CHANGE ORDER TOLTZ, KING, DWALL, ANDERSON AND ASSOCIATES, INCORPORATED Engineers -Architects -Planners Saint Paul, MN October 11 19 99 Comm. No. 11085-04 Change Order No. 1 To Ryan Contracting for Construction of Laborer's Training Facility for City of Lino Lakes, Minnesota You are hereby directed to July 12 subject to all contract (increase) (dccrcaoc) make the following change to your contract dated 1999 . The change and the work affected thereby is stipulations and covenants. This Change Order will (not changc) the contract sum by Hundred Ninety Six and 69/100 ( $10,896.69). CHANGE ORDER Ten Thousand Eight This change order addresses the additional cost to install a 16" gate valve, concrete jersey barriers on CSAH 14, and stabilization rock below the roadway. 1. 16" gate valve (time and materials) 2. Concrete jersey barriers (time and materials) 3. Stabilization Rock (time and materials) NET CHANGE = 1 LS 1 LS 1 LS $1,495.00 $8,644.81 $ 756.88 $ 10,896.69 Amount of Original Contract $ 173,625.25 Additions approved to date (Nos. ) $ 0.00 Deductions approved to date (Nos. ) $ 0.00 Contract amount to date $ 173,625.25 Amount of this Change Order (Add) $ 10,896.69 Revised Contract Amount $ 184,521.94 Approved City of Lino Lakes, MN By TOLTZ, KING, DUVALL, ANDERSON Owner AND ASSOCIATES, INCORPORATED Approved Ryan Contracting By r Paul T. Hornby, P.E. White - Owner Contractor Pink - Contractor Blue - TKDA CHANGE ORDER TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INCORPORATED Engineers -Architects -Planners Saint Paul, MN December 16 19 99 Comm. No. 11085-04 To Ryan Contracting Compensating Change Order No., 2 for Construction of Laborer's Training Facility for City of Lino Lakes, Minnesota You are hereby directed to make the following change to your contract dated work affected thereby is This Change Order will Thirty Three Thousand ( $33,370.66). July 12 , 1999 . The change and the subject to all contract stipulations and covenants. (incrc3c) (decrease) (not changc) the contract sum by Three Hundred Seventy and 66/100 COMPENSATING CHANGE ORDER This change order shows the actual quantities installed at the unit price bid amounts (See attached itemization): NET CHANGE = Amount of Original Contract Additions approved to date (Nos. Change Order No. 1) Deductions approved to date (Nos. Contract amount to date Amount of this Change Order (Deduct) Revised Contract Amount Approved City of Lino Lakes, MN By Owner Approved Ryan Contracting By Contractor $ 33,370.66 $ 173,625.25 $ 10,896.69 $ 0.00 $ 184,521.94 $ -33,370.66 $ 151,151.28 TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INCORPORATED Paul T. Hornby, P.E. White - Owner Pink - Contractor Blue - TKDA COMPENSATING CHANGE ORDER NO. 2 CONSTRUCTION LABORER'S TRAINING FACILITY TOLTZ, KING, DUVALL, ANDERSON UTILITY EXTENSION AND ASSOCIATES, INCROPORATED CITY OF LINO LAKES, MINNESOTA ENGINEERS -ARCHITECTS -PLANNERS LINO LAKES, MINNESOTA COMMISSION NO. 11085-04 ITEM QUANTITY UNIT NET NO. DESCRIPTION UNIT QUANTITY TO DATE DIFFERENCE PRICE CHANGE BASE BID SANITARY SEWER 1 MOBILIZATION LS 1.0 1.0 0.0 $ 3,500.00 $ - 2 TRANSPLANT TREE, 48" SPADE TR 3.0 2.0 (1.0) $ 200.00 $ (200.00) 3 CONN. TO EXISTING SAN. SEWER MH EA 1.0 1.0 0.0 $ 7,000.00 $ - 4 CON. TO EXISTING SAN. SEW. SERVICE (6') EA 1.0 1.0 0.0 $ 7,000.00 $ - 5 8' PVC, SDR 35 SAN. SEW. (12' - 14' DEEP) LF 137.0 187.0 50.0 $ 30.00 $ 1,500.00 6 8' PVC, SDR 35 SAN. SEW. (14' - 16' DEEP) LF 483.0 496.0 13.0 $ 30.00 $ 390.00 7 8" PVC, SDR 35 SAN. SEW. (24' - 26' DEEP) LF 63.0 0.0 (63.0) $ 100.00 $ (6,300.00) 8 8' DIP, CL.50 SAN. SEW. (PLAN DEPTH) LF 20.0 20.0 0.0 $ 40.00 $ - 9 CONSTRUCT 4' DIA. SAN MH, TYPE 301 EA 3.0 3.0 0.0 $ 1,300.00 $ - 10 EXTRA DEPTH OF 4' DIA. SANTARY MH LF 20.87 12.66 (8.2) $ 75.00 $ (615.75) 11 SANITARY SEWER OUTSIDE DROP LF 8.15 8.15 0.0 $ 190.00 $ - 12 6" ON 8' PVC, SDR 35 WYE BRANCH EA 1.0 1.0 0.0 $ 200.00 $ - 13 6" PVC, SDR 26 SERVICE PIPE LF 12.0 11.0 (1.0) $ 40.00 $ (40.00), 14 TELEVISING SAN. SEWER LF 703.0 703.0 0.0 $ 1.00 $ - 15 TRENCH STABILIZATION ROCK CY 70.0 48.5 (21.5) $ 15.00 $ (322.50) SUBTOTAL - SANITARY SEWER $ (5,588.25) WATERMAIN 1 CON. TO EXISTING WATERMAIN (16") EA 1.0 1.0 0.0 $ 3,000.00 $ - 2 CON. TO EXISTING WATER SERVICE (8") EA 1.0 1.0 0.0 $ 3,000.00 $ - 3 6" DIP, CL. 52 WATERMAIN LF 10.0 12.0 2.0 $ 20.00 $ 40.00 4 8" DIP, CL. 52 WATERMAIN LF 745.0 738.0 (7.0) $ 16.00 $ (112.00) 5 16" DIP, CL. 52 WATERMAIN LF 49.0 57.0 8.0 $ 30.00 $ 240.00 6 6' RES. SEAT GATE VALVE & BOX EA 2.0 2.0 0.0 $ 540.00 $ - 7 8' RES. SEAT GAVE VALVE & BOX EA 1.0 1.0 0.0 $ 600.00 $ - 8 16" BUTTERFLY VALVE & BOX EA 1.0 1.0 0.0 $ 4,500.00 $ - 9 6" HYDRANT (9'-0" BURY) EA 2.0 2.0 0.0 $ 1,300.00 $ - 10 MJ DIP FITTINGS LB 1048.0 1084.0 36.0 $ 1.90 $ 68.40 11 TRENCH STABILIZATION ROCK CY 70.0 48.5 (21.5) $ 0.01 $ (0.21) SUBTOTAL - WATERMAIN $ 236.19 STORM SEWER 1 SALVAGE & REINSTALL 21' CMP CULVERT LF 30.0 30.0 0.0 $ 20.00 $ - 2 SALVAGE & REINSTALL 21" GS APRONS EA 2.0 0.0 (2.0) $ 240.00 $ (480.00) SUBTOTAL - STORM SEWER $ (480.00) STREETS & RESTORATION 1 REMOVE EXISTING BIT. PAVEMENT SY 408.0 240.0 (168.0) $ 2.70 $ (453.60) 2 BIT. DRIVEWAY REPLACEMENT SY 408.0 193.0 (215.0) $ 70.00 $ (15,050.00) 3 TOPSOIL BORROW CY 240.0 0.0 (240.0) $ 7.00 $ (1,680.00) 4 ROADSIDE SEEDING AC 0.44 0.50 0.1 $ 1,000.00 $ 60.00 5 SEED, MIXTURE 650 LB 33.0 50.0 17.0 $ 5.00 $ 85.00 6 SILT FENCE LF 100.0 0.0 (100.0) $ 2.00 $ (200.00) SUBTOTAL - STREETS & RESTORATION $ (17,238.60) ALTERNATE NO. 1 SANITARY SEWER 1 CON. TO EXISTING SAN. SEWER MH EA 1.0 1.0 0.0 $ 5,000.00 $ - 2 21" PVC, SDR 35 SAN. SEW. (24' - 26' DEEP) LF 30.0 30.0 0.0 $ 150.00 $ 3 21' PVC SAN SEWER THROUGH CASING LF 60.0 60.0 0.0 $ 50.00 $ - 4 CASING PIPE (30' STEEL) LF 90.0 60.0 (30.0) $ 310.00 $ (9,300.00) 5 TELEVISING SAN. SEWER LF 90.0 90.0 0.0 $ 1.00 $ - SUBTOTAL - SANITARY SEWER, ALT. NO. 1 $ (9,300.00) WATERMAIN 1 16" MJ DIP, CL. 52 WATERMAIN LF 4.0 0.0 (4.0) $ 100.00 $ (400.00) 2 16" MJ DIP WM. THROUGH CASING LF 60.0 60.0 0.0 $ 60.00 $ 3 CASING PIPE (30" STEEL) LF 60.0 60.0 0.0 $ 190.00 $ - 4 1' COPPER SERVICE LF 10.0 0.0 (10.0) $ 20.00 $ (200.00) 5 1' CORPORATION STOP EA 1.0 0.0 (1.0) $ 200.00 $ (200.00) 6 1" CURB STOP & BOX EA 1.0 0.0 (1.0) $ 200.00 $ (200.00) 7 MJ DIP FITTINGS LB 150.0 150.0 0.0 $ 2.00 $ SUBTOTAL - WATERMAIN, ALT. NO. 1 $ (1,000.00) GRAND TOTAL BASE BID $ (23,070.66) GRAND TOTAL ALTERNATE NO. 1 BID $ '10,300.00) GRAND TOTAL BASE BID & ALTERNATE NO. 1 BID $ '33,370.66)