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HomeMy WebLinkAbout2005-021 Council Resolution• • CITY OF LINO LAKES RESOLUTION NO. 05 -21 RESOLUTION APPROVING CHANGE ORDER NO. 1 AND FINAL PAYMENT FOR THE 62ND STREET RECONSTRUCTION PROJECT WHEREAS, the construction of the 62 Street Reconstruction project, including Change Order No. 1 has been completed by Arnt Construction Company 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: Change Order No. 1 in the amount of $27,077.47 and Payment No. 6 (final) in the amount of $76,293.70 is approved for a total contract amount of $957,296.85. Adopted by the City Council this 28th day of February, 2005. Ann J. air, City Clerk Joh J. B geso , Mayor • AGENDA ITEM 6J STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: February 28, 2005 TOPIC: Resolution No. 05 -21, Approving Change Order No. 1 and Final Payment, 62nd Street Reconstruction VOTE REQUIRED: 3/5 Vote Required BACKGROUND: The contractor for the 62nd Street Reconstruction project, Arnt Construction Company is requesting City approval of Payment No. 6 (final) in the amount of $76,293.70. A copy of the final payment is attached. The contractor has satisfactorily completed all work and has provided all necessary documentation. The original contract amount was $930,219.38 and the final contract amount is $957,296.85. Also included within the request for final payment is Change Order No. 1, which is a compensating change order in the amount of $27,077.47. Wet conditions encountered for this project created the need for increased quantities of muck excavation and Class V aggregate. With this Change Order, the final contract amount is still $175,779.40 below the Engineer's Estimate of $1,133,076.20. Approval of the final payment will begin the one -year warranty period. OPTIONS: 1. Return to staff for further review. 2. Approve Resolution 05 -21 Approving Change Order No. 1 and Payment No. 6 (final) for the 62nd Street Reconstruction project. RECOMMENDATION: Option No. 2 - Staff recommends that Resolution 05 -21 be approved. TKDA .ENGINEERS • ARCHITECTS • PLANNERS 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292 -4400 (651) 292-0083 Fax www.tkda.com Comm. No. 12510 -02 Cert. No. 6 (FINAL) St. Paul, MN, February 2 , 20 05 To City of Lino Lakes, Minnesota This Certifies that Arnt Construction Company For 62nd Street Reconstruction Owner , Contractor Is entitled to Seventy -Six Thousand Two Hundred Ninety -Three Dollars and 70/100 ($ 76,293.70 ) FINAL being 6th estimate for partial payment on contract with you dated April 12 , 2004 Received payment in full of above Certificate. TKDA Arnt Construction Company , 20 RECAPITULATION OF ACCOUNT An Employee Owned Company Pr - 6 5 - rmative Action and Equal Opportunlly CONTRACT PLUS EXTRAS PAYMENTS CREDITS Contract price plus extras $ 930,219.38 All previous payn -nts $ 881,003.15 All previous credits Extra No. . Credit No. $ - Compensating Change Order No. 1 $ 27,077.47 It 11 II II OF THIS CER1'1FILCATE $ 76,293.70 Totals $ 957,296.85 $ 957,296.85 $ - Credit Balance There will remain unpaid on contract after payment of this Certificate $ - $ 957,296.85 $ 957,296.85 $ - An Employee Owned Company Pr - 6 5 - rmative Action and Equal Opportunlly • • TKDA Engineers - Architects- Planners Saint Paul, Minnesota 55101 PERIODICAL ESTIMATE FOR PARTIAL PAYMENTS Estimate No. 6 (FINAL) Period Ending December 31 , 20 04 Page 1 of 1 Comm. No. 12510 -02 Contractor Arnt Construction Company Original Contract Amount $930.219.38 Project 62nd Street Reconstruction Location City of Lino Lakes, Minnesota Total Contract Work Completed Total Approved Credits Total Approved Extra Work Completed Approved Extra Orders Amount Completed Total Amount Eamed This Estimate Less Approved Credits Less 0 % Retained Less Previous Payments Total Deductions Amount Due This Estimate Contractor Engineer $ 957,296.85 $ 0.00 0.00 $ 0.00 $ 957,296.85 $ 0.00 $ 0.00 $ 881,003.15 $ 881,003.15 $ 76,293.70 Date / —4°1J Date February 2, 2005 ESTIMATE NO. 6 (FINAL) PERIOD ENDING: January 31, 2005 62ND STREET RECONSTRUCTION IVOF LINO LAKES, MINNESOTA A COMMISSION NO. 12510 -02 ITEM MN /DOT CONTRACT QUANTITY UNIT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE 62ND STREET RECONSTRUCTION 1 2021.501 MOBILIZATION LS 1 1.0 $ 36,000.00 $ 36,000.00 2 2101.502 CLEARING TR 260 205.0 $ 40.00 $ 8,200.00 3 2101.507 GRUBBING TR 260 205.0 $ 22.00 $ 4,510.00 4 2104.501 REMOVE PIPE (CULVERT OR STORM SEWER) LF 331 331.0 $ 11.00 $ 3,641.00 5 2104.501 REMOVE CURB & GUTTER (ALL TYPES) LF 788 24.0 $ 2.00 $ 48.00 6 2104.501 REMOVE FENCE LF 1,061 603.0 $ 1.00 $ 603.00 7 2104.501 REMOVE WATERMAIN LF 5 - $ 20.00 $ 8 2104.503 REMOVE CONCRETE PAVEMENT (DRIVEWAY) SF 220 238.0 $ 1.00 $ 238.00 9 2104.505 REMOVE BITUMINOUS SURFACING SY 13,706 13,706.0 $ 1.00 $ 13,706.00 10 2104.509 REMOVE SIGN TYPE C EA 1 1.0 $ 45.00 $ 45.00 11 2104.511 SAWCUT CONCRETE PAVEMENT (FULL DEPTH) LF 50 33.0 $ 3.00 $ 99.00 12 2104.513 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 430 136.0 $ 1.00 $ 136.00 13 2104.523 SALVAGE MAIL BOX SUPPORT EA 9 9.0 $ 50.00 $ 450.00 14 2104.523 SALVAGE SIGN EA 8 8.0 $ 25.00 $ 200.00 15 2104.523 SALVAGE GATE VALVE & BOX EA 1 1.0 $ 450.00 $ 450.00 16 2105.501 COMMON EXCAVATION CY 3,562 3,562.0 $ 9.36 $ 33,340.32 17 2105.505 MUCK EXCAVATION CY 5,574 8,396.0 $ 5.98 $ 50,208.08 18 2105.507 SUBGRADE EXCAVATION CY 2,000 1,243.0 $ 5.98 $ 7,433.14 19 2105.511 DITCH EXCAVATION CY 205 205.0 $ 7.40 $ 1,517.00 20 2105.522 SELECT GRANULAR BORROW (CV) (P) CY 11,530 11,530.0 $ 12.60 $ 145,278.00 21 2105.525 TOPSOIL BORROW (LV) CY 2,503 $ 0.01 $ 22 2105.603 CRUSHED ROCK 6" DEPTH (TRENCH STABILIZING) LF 3,000 1,924.0 $ 2.80 $ 5,387.20 23 2105.604 GEOTEXTILE FABRIC TYPE IV SY 855 3,860.0 $ 1.40 $ 5,404.00 24 2123.61 EXPLORATORY DIGGING HR 10 - $ 300.00 $ 4111 2211.501 AGGREGATE BASE CLASS 5 FOR STREET, TRAIL, & DRIVEWAY (100% CRUSHED) TN 10,669 12,502.5 $ 10.52 $ 131,526.19 6 2350.501 TYPE LV AGG. 3 WEARING COURSE (B) (STREET) TN 1,661 1,449.64 $ 31.00 $ 44,938.84 27 2350.501 TYPE LV AGG. 4 WEARING COURSE FOR TRAIL (B) TN 411 52822 $ 37.00 $ 19,544.14 28 2350.502 TYPE LV AGG. 3 NON - WEARING COURSE (B) (STREET) TN 1,622 1,518.61 $ 30.00 $ 45,558.30 29 2350.503 TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR DRIVEWAYS (B) SY 215 425.00 $ 12.00 $ 5,100.00 30 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 664 675.0 $ 1.40 $ 945.00 31 2501.515 12" RC PIPE APRON W/ TRASH GUARD EA 1 1.0 $ 700.00 $ 700.00 32 2501.515 15" RC PIPE APRON W/ TRASH GUARD EA 14 14.0 $ 745.00 $ 10,430.00 33 2501.515 18" RC PIPE APRON W/ TRASH GUARD EA 1 1.0 $ 810.00 $ 810.00 34 2501.515 24" RC PIPE APRON W/ TRASH GUARD EA 2 2.0 $ 960.00 $ 1,920.00 35 2502.541 12" RC PIPE SEWER CLASS V DESIGN 3006 LF 195 191.0 $ 19.00 $ 3,629.00 36 2503.541 15" RC PIPE SEWER CLASS V DESIGN 3006 LF 1,129 1,052.0 $ 20.50 $ 21,566.00 37 2503.541 18" RC PIPE SEWER CLASS V DESIGN 3006 LF 392 409.0 $ 23.00 $ 9,407.00 38 2503.541 24" RC PIPE SEWER CLASS III DESIGN 3006 LF 71 70.0 $ 29.50 $ 2,065.00 39 2503.602 CONNECT TO EXISTING MANHOLES (SANITARY SEWER) EA 4 4.0 $ 1,850.00 $ 7,400.00 40 2503.602 CONNECT TO EXISTING MANHOLES (STORM SEWER) EA 2 2.0 $ 1,075.00 $ 2,150.00 41 2503.602 8 "X4" PVC WYE (SCHEDULE 40) EA 12 13.0 $ 70.00 $ 910.00 42 2503.602 8" PVC, SDR 35 PIPE SEWER (0' -8' DEPTH) LF 384 551.0 $ 14.50 $ 7,989.50 43 2503.603 8" PVC, SDR 35 PIPE SEWER (12' -14' DEPTH) LF 184 150.0 $ 17.50 $ 2,625.00 44 2503.603 8" PVC, SDR 35 PIPE SEWER (14' -16' DEPTH) LF 408 190.0 $ 19.50 $ 3,705.00 45 2503.603 8" PVC, SDR 35 PIPE SEWER (16' -18' DEPTH) LF 274 490.0 $ 21.50 $ 10,535.00 46 2503.603 4" SANITARY SERVICE PIPE (SCHEDULE 40) LF 429 531.0 $ 11.00 $ 5,841.00 47 2503.603 TELEVISE SANITARY SEWER MAINS LF 1,255 1,381.0 $ 1.20 $ 1,657.20 48 2504.601 LOWER WATERMAIN LS 1 1.0 $ 3,520.00 $ 3,520.00 49 2504.602 ADJUST VALVE BOX EA 6 6.0 $ 235.00 $ 1,410.00 50 2504.602 CONNECT TO EXISTING WATERMAIN EA 2 2.0 $ 1,900.00 $ 3,800.00 51 2504.602 RELOCATE HYDRANT AND VALVE EA 1 1.0 $ 1,200.00 $ 1,200.00 52 2504.602 HYDRANT EA 4 4.0 $ 1,610.00 $ 6,440.00 3 AL 2504.602 6" GATE VALVE &BOX EA 4 4.0 $ 560.00 $ 2,240.00 2504.602 12" GATE VALVE & BOX EA 3 3.0 $ 1,290.00 $ 3,870.00 5 2504.602 1" CURB STOP & BOX EA 12 12.0 $ 95.00 $ 1,140.00 56 2504.602 1" CORPORATION STOP EA 12 12.0 $ 47.00 $ 564.00 57 2504.603 6" WATERMAIN DUCTILE IRON CL 52 LF 123 128.0 $ 15.40 $ 1,971.20 58 2504.603 8" WATERMAIN DUCTILE IRON CL 52 LF 15 - $ 20.00 $ - 59 2504.603 12" WATERMAIN DUCTILE IRON CL52 LF 2,557 2,628.0 $ 25.50 $ 67,014.00 60 2504.603 1" TYPE K COPPER PIPE - 6 7 - LF 529 561.0 $ 11.70 $ 6,563.70 ESTIMATE NO. 6 (FINAL) 62ND STREET RECONSTRUCTION 41110F LINO LAKES, MINNESOTA COMMISSION NO. 12510 -02 ITEM NO. 61. 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 89 90 91 MN /DOT NO. 2504.605 2504.604 2506.502 2506.502 2506.502 2506.502 2506.502 2506.502 2506.502 2506.522 2506.602 2506.602 2506.603 2511.501 2531.501 2531.501 2531.507 2540.602 2540.602 2557.501 2563.601 2564.531 2564.536 2564.603 2564.603 2564.603 2573.502 2573.602 2575.505 2575.604 2575.605 DESCRIPTION INSULATION (4" THICKNESS) DUCTILE IRON FITTINGS CONSTRUCT CATCH BASIN -TYPE 402 CONSTRUCT CATCH BASIN - TYPE 404 CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE -TYPE 406 CONSTRUCT 60" DIAMETER CATCH BASIN MANHOLE -TYPE 406 CONSTRUCT 48" DIAMETER MANHOLE - TYPE 409 CONSTRUCT 96" DIAMETER CATCH BASIN MANHOLE -TYPE ST CONSTRUCT 60" DIAMETER STORM SEWER MANHOLE-TYPE SK ADJUST EXISTING FRAME AND RING CASTING RECONSTRUCT EXISTING MANHOLE CONSTRUCT SANITARY MANHOLE (4' DIA. - TYPE 301) CONSTRUCT SANITARY MANHOLE EXTRA DEPTH (> 8' DEPTH) RANDOM RIPRAP CLASS III CONCRETE CURB AND GUTTER DESIGN B418 CONCRETE CURB AND GUTTER DESIGN B418 W/O BACK 6" CONCRETE DRIVEWAY PAVEMENT INSTALL MAIL BOX SUPPORT MAIL BOX SUPPORT BARBED WIRE FENCE TRAFFIC CONTROL SIGN PANELS TYPE C (INCLUDING POSTS & ASSEMBLY) INSTALL SIGN (INCL. POST & ASSEMBLY) PVMT MARK. 24" STOP LINE WHITE -POLY PREFORMED PVMT MARK. 4" DOUBLE SOLID LINE YELLOW -PAINT PVMT MARK. 4" SOLID LINE YELLOW -PAINT SILT FENCE, TYPE PREASSEMBLED INLET PROTECTION SODDING TYPE SALT RESISTANT EROSION CONTROL BLANKET SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH & DISC ANCHORING) TOTAL ESTIMATE NO. 6 (FINAL) PERIOD ENDING: January 31, 2005 CONTRACT QUANTITY UNIT UNIT QUANTITY TO DATE PRICE SY 47 215.36 $ 21.00 LB 1,375 1,022.0 $ 3.20 EA 9 8.0 $ 1,200.00 EA 3 5.0 $ 1,180.00 EA 8 6.0 $ 1,480.00 EA 1 2.0 $ 2,245.00 EA 2 - $ 1,410.00 EA 4 4.0 $ 6,100.00 EA 1 3.0 $ 2,170.00 EA 4 4.0 $ 235.00 EA 1 1.0 $ 900.00 EA 4 4.0 $ 1,550.00 LF 12 12.0 $ 100.00 CY 46 23.0 $ 94.00 LF 6,763 6,837.0 $ 7.40 LF 1,150 1,150.0 $ 7.40 SY 41 48.8 $ 38.50 EA 9 9.0 $ 75.00 EA 5 $ 110.00 LF 420 603.0 $ 2.80 LS 1 1.0 $ 2,500.00 SF 49 49.0 $ 22.80 EA 13 13.0 $ 125.00 LF 64 62.0 $ 22.00 LF 1,966 1,852.0 $ 0.40 LF 430 397.0 $ 0.14 LF 8,353 2,650.0 $ 0.01 EA 12 - $ 70.00 SY 15,160 13,815.0 $ 3.20 SY 380 1,800.0 $ 2.00 AMOUNT TO DATE $ 4,522.56 $ 3,270.40 $ 9,600.00 $ 5,900.00 $ 8,880.00 $ 4,490.00 $ - $ 24,400.00 $ 6,510.00 $ 940.00 $ 900.00 $ 6,200.00 $ 1,200.00 $ 2,162.00 $ 50,593.80 $ 8,510.00 $ 1,878.80 $ 675.00 $ 1,688.40 $ 2,500.00 $ 1,117.20 $ 1,625.00 $ 1,364.00 $ 740.80 $ 55.58 $ 26.50 $ 3,600.00 44,208.00 ACRE 1.5 3.0 $ 720.00 $ 2,160.00 $ 957,296.85 • • CHANGE ORDER TKDA Engineers - Architects - Planners Compensating Saint Paul, MN February 2 20 05 Comm. No. 12510 -02 Change Order No. 1 To Arnt Construction Company, Inc. for 62nd Street Reconstruction for City of Lino Lakes, Minnesota You are hereby directed to make the following change to your contract dated April 12 , 20 04 . The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (increase) (decroaso) (not chango) the contract sum by Twenty-Seven Thousand Seventy -Seven Dollars and 47/100 ($ 27,077.47 ). 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. ) Deductions approved to date (Nos. ) , Contract amount to date Amount of this Change Order (Add) (Deduct) (Ne-Glicage) Revised Contract Amount Approved TKDA City of Lino Lakes, Minnesota By Approved Amt Construction Co., Inc. $ 27,077.47 $ 930,219.38 $ 930,219.38 $ 27,077.47 $ 957,296.85 By „,, S A. Br nk, P.E. White - Owner Pink - Contractor Blue - TKDA COMPENSATING CHANGE ORDER NO. 1 62ND STREET RECONSTRUCTION ITY OF LINO LAKES, MINNESOTA 4 A COMMISSION NO. 12510 -02 PERIOD ENDING: January 31, 2005 MN/DOT CONTRACT QUANTITY UNIT AMOUNT NET CONTRACT NO. NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE CHANGE AMOUNT 62ND STREET RECONSTRUCTION 1 2021.501 MOBILIZATION LS 1 1.0 $ 36,000.00 $ 36,000.00 $ $ 36,000.00 2 2101.502 CLEARING TR 260 205.0 $ 40.00 $ 6200.00 $ (2,200.00) $ 10,400.00 3 2101.507 GRUBBING TR 260 205.0 $ 22.00 $ 4,510.00 $ (1,210.00) $ 5,720.00 4 2104.501 REMOVE PIPE (CULVERT OR STORM SEWER) LF 331 331.0 $ 11.00 $ 3,641.00 $ $ 3,641.00 5 2104.501 REMOVE CURB & GUTTER (ALL TYPES) LF 788 24.0 $ 2.00 $ 48.00 $ (1,528.00) $ 1,576.00 6 2104.501 REMOVE FENCE LF 1,061 603.0 $ 1.00 $ 603.00 $ (458.00) $ 1,061.00 7 2104.501 REMOVE WATERMAIN LF 5 $ 201.00 $ $ (100.00) $ 100.00 8 2104.503 REMOVE CONCRETE PAVEMENT (DRIVEWAY) SF 220 238.0 $ 1.00 $ 238.00 $ 18.00 $ 220.00 9 2104.505 REMOVE BITUMINOUS SURFACING SY 13,706 13,706.0 $ 1.00 $ 13,706.00 $ $ 13,706.00 10 2104.509 REMOVE SIGN TYPE C EA 1 1.0 $ 45.00 $ 45.00 $ $ 45.00 11 2104.511 SAWCUT CONCRETE PAVEMENT (FULL DEPTH) LF 50 33.0 $ 3.00 $ 99.00 $ (51.00) $ 150.00 12 2104.513 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 430 136.0 $ 1.00 $ 136.00 $ (294.00) $ 430.00 13 2104.523 SALVAGE MAIL BOX SUPPORT EA 9 9.0 $ 501.00 $ .0 14 2104.523 SALVAGE SIGN EA 8 8.0 $ 25.00 $ 200450.00 0 $8$ - $ 450.00 $ 200.00 15 2104.523 SALVAGE GATE VALVE & BOX EA 1 1.0 $ 450.00 $ 450.00 16 2105.501 COMMON EXCAVATION CY 3,562 3,562.0 $ 9.36 $ 33,340.32 $ - $ 450.00 - $ 33,340.32 17 2105.505 MUCK EXCAVATION CY 5,574 8,396.0 $ 5.98 $ 50,208.08 $ 16,875.56 $ 33,332.52 18 2105.507 SUBGRADE EXCAVATION CY 2,000 1,243.0 $ 5.98 $ 7,433.14 $ (4,526.86) $ 11,960.00 19 2105.511 DITCH EXCAVATION CY 205 205.0 $ 7.40 $ 1,517.00 $ - $ 1,517.00 20 2105.522 SELECT GRANULAR BORROW (CV) (P) CY 11,530 11,530.0 $ 12.60 $ 145,278.00 $ $ 145 21 2105.525 TOPSOIL BORROW (LV) CY 2,503 - $ 0.01 $ $ (25.03) 6$ 25.03 22 2105.603 CRUSHED ROCK 6" DEPTH (TRENCH STABILIZING) LF 3,000 1,924.0 $ 2.80 $ 5,387.20 $ (3,012.80) $ 8,400.00 23 2105.804 GEOTEXTILE FABRIC TYPE IV SY 855 3,860.0 $ 1.40 $ 5,404.00 $ 4,207.00 $ 1,197.00 24 2123.61 EXPLORATORY DIGGING HR 10 - $ 3001.00 $ $ (3,000.00) $ 3,000.00 25 2211.501 AGGREGATE BASE CLASS 5 FOR STREET, TRAIL, & DRIVEWAY (100% CRUSHED) TN 10,669 12502.49 $ 10.52 $ 131,526.19 $ 19,288.31 $ 112,237.88 26 2350.501 TYPE LV AGG. 3 WEARING COURSE (B) (STREET) TN 1,661 1,449.64 $ 31.00 $ 44,938.84 $ (6,552.16) $ 51,491.00 27 2350.501 TYPE LV AGG. 4 WEARING COURSE FOR TRAIL (B) TN 411 528.22 $ 37.00 $ 19,544.14 $ 4,337.14 $ 15,207.00 28 2350.502 TYPE LV AGG. 3 NON - WEARING COURSE (B) (STREET) TN 1,622 1,518.61 $ 30.00 $ 45,558.30 $ (3,101.70) $ 48,660.00 29 2350.503 TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR DRIVEWAYS III(8) SY 215 425.00 $ 12.00 $ 5,100.00 $ 2,520.00 $ 2,580.00 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 664 675.0 $ 1.40 $ 945.00 $ 15 40 $ 929.60 2501.515 12" RC PIPE APRON W/ TRASH GUARD EA 1 1.0 $ 700.00 $ 700.00 $ $ 700.00 2501.515 15" RC PIPE APRON W/ TRASH GUARD EA 14 14.0 $ 745.00 $ 10,430.00 $ - $ 10, 33 2501.515 18" RC PIPE APRON W/ TRASH GUARD EA 1 1.0 $ 810.00 $ 810.00 $ - $ 810430..000 0 34 2501.515 24" RC PIPE APRON W/ TRASH GUARD EA 2 2.0 $ 960.00 $ 1,920.00 $ - $ 1,920.00 35 2502.541 12" RC PIPE SEWER CLASS V DESIGN 3006 LF 195 191.0 $ 19.00 $ 3,629.00 $ (76.00) $ 3,705.00 36 2503.541 15" RC PIPE SEWER CLASS V DESIGN 3006 LF 1,129 1,052.0 $ 20.50 $ 21,566.00 $ (1,578.50) $ 23,144.50 37 2503.541 18" RC PIPE SEWER CLASS V DESIGN 3006 LF 392 409.0 $ 23.00 $ 9,407.00 $ 391.00 $ 9,016.00 38 2503.541 24" RC PIPE SEWER CLASS 111 DESIGN 3006 LF 71 70.0 $ 29.50 $ 2,065.00 $ (29.50) $ 2,094.50 39 2503.602 CONNECT TO EXISTING MANHOLES (SANITARY SEWER) EA 4 4.0 $ 1,850.00 $ 7,400.00 $ $ 7,400.0( 40 2503.602 CONNECT TO EXISTING MANHOLES (STORM SEWER) EA 2 2.0 $ 1,075.00 $ 2,150.00 $ $ 2,150.00 41 2503.602 8 "X4" PVC WYE (SCHEDULE 40) EA 12 13.0 $ 70.00 $ 910.00 $ 70.00 $ 42 2503.602 8" PVC, SDR 35 PIPE SEWER (0' -8' DEPTH) LF 384 551.0 $ 840.00 14.50 $ 7,989.50 $ 2,421.50 $ 5,568.0C 43 2503.603 8" PVC, SDR 35 PIPE SEWER (12' -14' DEPTH) LF 184 150.0 $ 17.50 $ 2,625.00 $ (595.00) $ 3,220.00 44 2503.603 8" PVC, SDR 35 PIPE SEWER (14' -16' DEPTH) LF 408 190.0 $ 19.50 $ 3,705.00 $ (4,251.00) $ 7,956.0( 45 2503.603 8" PVC, SDR 35 PIPE SEWER (16' -18' DEPTH) LF 274 490.0 $ 21.50 $ 10,535.00 $ 4,644.00 $ 5,891.00 46 2503.603 4" SANITARY SERVICE PIPE (SCHEDULE 40) LF 429 531.0 $ 11.50 $ 5,841.00 $ 1,122.00 $ 4,719.00 47 2503.603 TELEVISE SANITARY SEWER MAINS LF 1,255 1,381.0 $ 120 $ 1,657.20 $ 15120 $ 1,506.00 48 2504.601 LOWER WATERMAIN LS 1 1.0 $ 3,520.00 $ 3,520.00 $ - $ 3,520.0( 49 2504.602 ADJUST VALVE BOX EA 6 6.0 $ 235.00 $ 1,410.00 $ - $ 1,410.00 50 2504.602 CONNECT TO EXISTING WATERMAIN EA 2 2.0 $ 1,900.00 $ 3,800.00 $ - $ 3,800.00 51 2504.602 RELOCATE HYDRANT AND VALVE EA 1 1.0 $ 1,200.00 $ 1,200.00 $ - $ 1,200.0( 52 2504.602 HYDRANT EA 4 4.0 $ 1,610.00 $ 6,440.00 $ - $ 6,440.0( 53 2504.602 6" GATE VALVE & BOX EA 4 4.0 $ 560.00 $ 2,240.00 $ $ 2,240.0( 54 2504.602 12" GATE VALVE & BOX EA 3 3.0 $ 1,290.00 $ 3,870.00 $ • $ 3,870.D( 55 2504.602 1" CURB STOP & BOX EA 12 12.0 $ 95.00 $ 1,140.00 $ $ 1,140.IX 56 2504.602 1" CORPORATION STOP EA 12 12.0 $ 47.00 $ 564.00 $ - $ 564.0( 57 2504.603 6" WATERMAIN DUCTILE IRON CL 52 LF 123 128.0 $ 15.40 $ 1,971.20 $ 77.00 $ 1,89421 58 2504.603 8" WATERMAIN DUCTILE IRON CL 52 LF 15 • $ 20.00 $ $ (300.00) $ 300.0( 59 2504.603 12" WATERMAIN DUCTILE IRON CL52 LF 2,557 2,628.0 $ 25.50 $ 67,014.00 $ 1,810.50 $ 65,203.51 60 2504.603 1" TYPE K COPPER PIPE LF 529 561.0 $ 11.70 $ 6,563.70 $ 374.40 $ 6,189.31 61 2504.605 INSULATION (4" THICKNESS) SY 47 215.36 $ 21.00 $ 4,522.56 $ 3,535.56 $ 987.0 62 2504.604 DUCTILE IRON FITTINGS LB 1,375 1,022.0 $ 320 $ 3,270.40 $ (1,129.60) $ 4,400.01 63 2506.502 CONSTRUCT CATCH BASIN -TYPE 402 EA 9 8.0 $ 1,200.00 $ 9,600.00 $ (1,200.00) $ 10,800.01 64 2506.502 CONSTRUCT CATCH BASIN - TYPE 404 EA 3 5.0 $ 1,180.00 $ 5,900.00 $ 2,360.00 $ 3,540.01 65 2506.502 CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE -TYPE 406 EA 8 6.0 $ 1,480.00 $ 8,880.00 $ (2,960.00) $ 11,840.01 2506.502 CONSTRUCT 60" DIAMETER CATCH BASIN MANHOLE -TYPE 406 EA 1 2.0 $ 2,245.00 $ 4,490.00 $ 2,245.00 $ 2,245.0 2506.502 CONSTRUCT 48" DIAMETER MANHOLE - TYPE 409 EA 2 $ 1,410.00 $ $ (2,820.00) $ 2,820.01 2506.502 CONSTRUCT 96" DIAMETER CATCH BASIN MANHOLE -TYPE ST EA 4 4.0 $ 6,100.00 $ 24,400.00 $ $ 24,400.0 69 2506.502 SK EA 1 3.0 $ 2,170.00 $ 6,510.00 $ 4,340.00 $ 2,170.0, 70 2506.522 ADJUST EXISTING FRAME AND RING CASTING EA 4 4.0 $ 235.00 $ 940.00 $ $ 940.0 71 2506.602 RECONSTRUCT EXISTING MANHOLE EA 1 1.0 $ 900.00 $ 900.00 $ $ 900.0 72 2506.602 CONSTRUCT SANITARY MANHOLE (4' DIA. - TYPE 301) EA 4 4.0 $ 1,550.00 $ 6,200.00 $ $ 6,200.0 73 2506.603 CONSTRUCT SANITARY MANHOLE EXTRA DEPTH (> 8' DEPTH) LF 12 12.0 $ 100.00 $ 1,200.00 $ $ 1,200.0 74 2511.501 RANDOM RIPRAP CLASS 111 46 23.0 $ 94.00 $ 2,162.00 $ (2,162.00) $ 4,324.0 COMPENSATING CHANGE ORDER NO. 1 62ND STREET RECONSTRUCTION 0 ITYOF LINO LAKES, MINNESOTA A COMMISSION NO. 12510 -02 PERIOD ENDING: January 31, 2005 MN /DOT CONTRACT QUANTITY UNIT AMOUNT NET CONTRACT NO. NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE CHANGE AMOUNT 75 2531.501 CONCRETE CURB AND GUTTER DESIGN B418 LF 6,763 6,837.0 $ 7.40 $ 50,593.80 $ 547.60 $ 50,046.20 76 2531.501 CONCRETE CURB AND GUTTER DESIGN 8418 W/O BACK LF 1,150 1,150.0 $ 7.40 $ 8,510.00 $ $ 8,510.00 77 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SY 41 48.8 $ 38.50 $ 1,8713.80 $ 300.30 $ 1,578.50 78 2540.602 INSTALL MAIL BOX SUPPORT EA 9 9.0 $ 75.00 $ 675.00 $ - $ 675.00 79 2540:602 MAIL BOX SUPPORT EA 5 - $ 110.00 $ - $ (550.00) $ 550.00 80 2557.501 BARBED WIRE FENCE LF 420 603.0 $ 2.80 $ 1,688.40 $ 512.40 $ 1,176.00 81 2563.601 TRAFFIC CONTROL LS 1 1.0 $ 2,500.00 $ 2,500.00 $ - $ 2,500.00 82 2564.531 SIGN PANELS TYPE C (INCLUDING POSTS & ASSEMBLY) SF 49 49.0 $ 22.80 $ 1,117.20 $ $ 1,11720 83 2564.536 INSTALL SIGN (INCL. POST & ASSEMBLY) EA 13 13.0 $ 125.00 $ 1,625.00 $ $ 1,625.00 84 2564.603 PVMT MARK. 24" STOP LINE WHITE -POLY PREFORMED LF 64 62.0 $ 22.00 $ 1,364.00 $ (44.00) $ 1,408.00 85 2564.603 PVMT MARK. 4" DOUBLE SOLID LINE YELLOW -PAINT LF 1,966 1,852.0 $ 0.40 $ 740.80 $ (45.60) $ 786.40 86 2564.603 PVMT MARK. 4" SOLID LINE YELLOW-PAINT LF 430 397.0 $ 0.14 $ 55.58 $ (4.62) $ 6020 87 2573.502 SILT FENCE, TYPE PREASSEMBLED LF 8,353 2,650.0 $ 0.01 $ 26.50 $ (57.03) $ 83.53 88 2573.602 INLET PROTECTION EA 12 $ 70.001 $ • $ (840.00) $ 840.00 89 2575.505 SODDING TYPE SALT RESISTANT SY 15,160 13,815.0 $ 3.20 $ 44,208.00 $ (4,304.00) $ 48,512.00 90 2575.604 EROSION CONTROL BLANKET SY 380 1,800.0 $ 2.00 $ 3,600.00 $ 2,840.00 $ 760.00 91 2575.605 SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH & DISC ANCHORING) ACRE 1.5 3.0 $ 720.00 $ 2,160.00 $ 1,080.00 $ 1,080.00 TOTAL COMPENSATING CHANGE ORDER NO. 1 $ 957,296.85 $ 27,077.47 $ 930,219.38 • •