Loading...
HomeMy WebLinkAbout2003-228 Council Resolution• • CITY OF LINO LAKES RESOLUTION NO. 03-228 RESOLUTION APPROVING CHANGE ORDER NO.1 AND PAYMENT REQUEST NO. 5 — ELM STREET RECONSTRUCTION PROJECT. WHEREAS, the construction of the project has been begun, AND WHEREAS, design changes were required by the RCWD, subgrade improvements, and changes in restoration for the EIm Street Reconstruction Project, AND WHEREAS, a complete breakdown is spelled out in the Change Order; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: Change Order No.1 resulting in a decrease of $55,768.45 bringing the contract amount to $1,457,453.34 and Pay Request No. 5 in the amount of $54,683.50 is approved for the EIm Street Reconstruction Project. Adopted by the Lino Lakes City Council this 15t day of December 2003. Ann J. Titir, City Clerk Joh J. B eso , Mayor • AGENDA ITEM 7C STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: December 15, 2003 TOPIC: Resolution No. 03-228, Approving Change Order No. 1 and Payment Request No. 5, Elm Street Reconstruction VOTE REQUIRED: 3/5 Vote Required BACKGROUND: At the July 14, 2003 meeting, City Council awarded the EIm Street Reconstruction contract to F.M. Frattalone in the amount of $1,513,221.79. The Change Order addresses the design changes required by the RCWD, subgrade improvements, and changes in restoration for the Elm Street Reconstruction Project. This lowers the total project contract to $1,457,453.34. A complete breakdown is spelled out in the attached Change Order. It is staff's recommendations to approve Change Order No. 1, which results in a total project cost decrease of $55,768.45 and authorize Payment No. 5 in the amount of $54,683.50. OPTIONS: 1. Return to staff for further review. 2. Adopt Resolution Number 03-228, approving Change Order No.1 and Payment Request No. 5 for the EIm Street Reconstruction Project. 3. Not adopt Resolution No. 03-228. RECOMMENDATION: Option No. 2 - Staff recommends adoption of Resolution Number 03-228. TKDA • ENGINEERS • ARCHITECTS • PLANNERS 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101-2140 (651) 292-4400 (651) 292-0083 Fax www.tkda.com Comm. No. 12390-03 Cert. No. 5 St. Paul, MN, December 9 , 20 03 To City of Lino Lakes, Minnesota Owner This Certifies that F.M. Frattalone Excavating & Grading, Inc. , Contractor For Elm Street Reconstruction Is entitled to Fifty -Four Thousand Six Hundred Eighty -Three Dollars and 50/100 ($ 54,683.50 ) being 5th estimate for partial payment on contract with you dated July 14 , 2003 Received payment in full of above Certificate. TKDA F.M. Frattalone Excavating and Grading, Inc. , 20 /// o A. Brink, RECAPITULATION OF ACCOUNT An Employee Owned Company Promoting AffrmativeAction and Equal Opportunity CONTRACT PLUS EXTRAS PAYMENTS CREDITS Contract price plus extras $ 1,513,221.79 All previous payments $ 1,239,981.71 Fads No. Change Order No. 1 $ (55,768.45) N n ,, It II n Credit No. $ - ,, ,, . II II AMOUNT OF THIS CERTIFICATE $ 54,683.50 Totals ' $ 1,457,453.34 $ 1,294,665.21 $ - Credit Balance • • There will remain unpaid on contract after payment of this Certificate $ 162,788.13 $ 1,457,453.34 $ 1,457,453.34 i $ - An Employee Owned Company Promoting AffrmativeAction and Equal Opportunity • • 1111 Engineer Date December 9, 2003 TKDA Engineers -Architects -Planners Saint Paul, Minnesota 55101 PERIODICAL ESTIMATE FOR PARTIAL PAYMENTS Estimate No. 5 Period Ending December 1 , 2003 Page 1 of 1 Comm No. 12390-03 Contractor F.M. Frattalone Excavating & Grading. Inc. Original Contract Amount $ 1,513.221.79 Project Elm Street Reconstruction Location City of Lino Lakes, Minnesota Total Contract Work Completed $ 1,362,805.48 Total Approved Credits $ 0.00 Total Approved Extra Work Completed $ 0.00 Approved Extra Orders Amount Completed $ 0.00 Total Amount Earned This Estimate $ 1,362,805.48 Less Approved Credits $ 0.00 Less 5 % Retained < $ 68,140.27 Less Previous Payments $ 1,239,981.71 Total Deductions Amount Due This Estimate 1,308,121.98 $ 54,683.50 Contractor , , Date ESTIMATE NO. 5 PERIOD ENDING: December 1, 2003 Ili'STREET RECONSTRUCTION OF LINO LAKES, MINNESOTA MMISSION NO. 12390-03 ITEM CONTRACT QUANTITY UNIT AMOUNT NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE ELM STREET RECONSTRUCTION 1 MOBILIZATION LS 1.0 1.00 $ 89,700.00 $ 89,700.00 2 CLEARING TR 139.0 136.00 $ 100.00 $ 13,600.00 3 GRUBBING TR 139.0 136.00 $ 35.00 $ 4,760.00 4 REMOVE PIPE (CULVERT OR STORM SEWER) LF 798.0 810.00 $ 8.00 $ 6,480.00 5 REMOVE CURB & GUTTER' LF 280.0 263.00 $250 $ 657.50 6 REMOVE FENCE LF 154.0 40.00 $ 6.00 $ 240.00 7 REMOVE WATERMAIN LF 106.0 132.00 $ 10.00 $ 1,320.00 8 REMOVE CONCRETE PAVEMENT SF 1,544.0 1,895.00 $ 0.50 $ 947.50 9 REMOVE BITUMINOUS SURFACING SY 20,816.0 20,816.00 $ 1.55 $ 32,264.80 10 REMOVE MANHOLE OR CATCH BASIN EA 4.0 5.00 $ 300.00 $ 1,500.00 11 REMOVE CONCRETE APRON EA 19.0 19.00 $ 100.00 $ 1,900.00 12 SAWCUT CONCRETE PAVEMENT (FULL DEPTH) LF 150.0 56.00 $ 7.00 $ 392.00 13 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 950.0 852.00 $ 2.00 $ 1,704.00 14 SALVAGE FENCE LF 50.0 16.00 $ 25.00 $ 400.00 15 SALVAGE MAIL BOX SUPPORT EA 37.0 37.00 $ 85.00 $ 3,145.00 16 SALVAGE SIGN (INCL. POST & ASSEMBLY) EA 20.0 20.00 $25.00 $ 500.00 17 SALVAGE HYDRANT EA 4.0 5.00 $ 600.00 $ 3,000.00 18 SALVAGE GATE VALVE & BOX EA 5.0 5.00 $ 75.00 $ 375.00 19 COMMON EXCAVATION (P)" CY - - $ 9.15 $ 20 POND EXCAVATION CY 9,675.0 9,675.00 $ 5.25 $ 50,793.75 21 SELECT GRANULAR BORROW (CV) (P)' CY - - $ 10.65 $ - 22 TOPSOIL BORROW (LV) CY 453.0 - $ 10.00 $ •CRUSHED ROCK 6" DEPTH (TRENCH STABILIZING) LF 3,151.0 - $ 2.25 $ - EXPLORATORY DIGGING HR 20.0 8.00 $ 139.00 $ 1,112.00 25 AGGREGATE BASE CLASS 5* TN 12,000.0 9,556.14 $ 6.80 $ 64,981.75 26 TYPE LV AGG. 3 WEARING COURSE (B) TN 2,025.0 2,032.24 $ 31.65 $ 64,320.40 27 TYPE LVAGG. 4 WEARING COURSE FOR TRAIL (B)* TN 550.0 607.75 $ 39.05 $ 23,73264 28 TYPE LV AGG. 3 NON -WEARING COURSE (B) TN 2,025.0 2,109.86 $ 31.65 $ 66,777.07 29 TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR DRIVEWAYS (B) SY 1,500.0 1,745.00 $ 10.00 $ 17450.00 30 BITUMINOUS MATERIAL FOR TACK COAT GAL 880.0 500.00 $ 2.50 $ - 1,250.00 31 15' RC PIPE APRON W/ TRASH GUARD EA 6.0 7.00 $ 625.00 $ 4,375.00 32 21" RC PIPE APRON W/ TRASH GUARD EA 2.0 2.00 $ 825.00 $ 1,650.00 33 4" PERF PE PIPE DRAIN (W/ SOCK) LF 512.0 512.00 $ 6.00 $ 3,072.00 34 15" RC PIPE SEWER CLASS V DESIGN 3006 LF 2,733.0 2,681.00 $ 21.75 $ 58,311.75 35 18" RC PIPE SEWER CLASS V DESIGN 3006 LF 830.0 770.00 $ 23.75 $ 18,287.50 36 21" RC PIPE SEWER CLASS III DESIGN 3006 LF 902.0 903.00 $ 26.25 $ 23,703.75 37 CONNECT TO EXISTING MANHOLES (SANITARY SEWER) EA 1.0 2.00 $ 4,000.00 $ 8,000.00 38 8"X4" PVC WYE (SCHEDULE 40) EA 30.0 31.00 $ 220.00 $ 6,820.00 39 8" PVC, SDR 35 PIPE SEWER (10'-12' DEPTH) LF 69.0 97.00 $ 61.30 $ 5,946.10 40 8" PVC, SDR 35 PIPE SEWER (12'-14' DEPTH) LF 620.0 161.00 $ 61.30 $ 9,869.30 41 8" PVC, SDR 35 PIPE SEWER (14'-16' DEPTH) LF 430.0 652.00 $ 61.30 $ 39,967.60 42 8" PVC, SDR 35 PIPE SEWER (16'-18' DEPTH) LF 626.0 758.00 $ 61.30 $ 46,465.40 43 8" PVC, SDR 35 PIPE SEWER (18'-20' DEPTH) LF 32.0 109.00 $ 61.30 $ 6,681.70 44 4" SANITARY SERVICE PIPE (SCHEDULE 40) LF 1,544.0 1,604.00 $ 9.50 $ 15,238.00 45 8" PVC, SDR 26 PIPE SEWER (18'-20' DEPTH) LF 117.0 100.00 $ 61.30 $ 6,130.00 46 8" PVC, SDR 26 PIPE SEWER (20'-22' DEPTH) LF 480.0 446.00 $ 61.30 $ 27,339.80 47 8" PVC, SDR 26 PIPE SEWER (22'-24' DEPTH) LF 212.0 260.00 $ 61.30 $ 15,938.00 48 8" PVC, SDR 26 PIPE SEWER (24'-26' DEPTH) LF 235.0 290.00 $ 61.30 $ 17,777.00 49 8" PVC, SDR 26 PIPE SEWER (26'-28' DEPTH) LF 330.0 295.00 $ 61.30 $ 18,083.50 50 TELEVISE SANITARY SEWER MAINS LF 3,151.0 3,168.00 $ 0.85 $ 2,692.80 51 WATER METERING MH • LS 1.0 1.00 $ 10,800.00 $ 10,800.00 52 LOWER WATERMAIN LS 1.0 - $ 3,500.00 $ 0 - ADJUST VALVE BOX EA 13.0 9.00 $ 85.00 $ 765.00 CONNECT TO EXISTING WATERMAIN EA 10.0 12.00 $ 525.00 $ 6,300.00 55 HYDRANT EA 1.0 1.00 $ 2,500.00 $ 2,500.00 56 INSTALL GATE VALVE & BOX EA 2.0 2.00 $ 250.00 $ 500.00 57 INSTALL HYDRANT EA 4.0 5.00 $ 500.00 $ 2,500.00 58 6" GATE VALVE & BOX EA 2.0 3.00 $ 790.00 $ 2,370.00 59 8" GATE VALVE & BOX EA 6.0 10.00 $ 870.00 $ 8,700.00 • ILIf11/+ATCQ "LJ AAInCQ RAAI'1C IAI ArrnRnenin= WITH rHAM(F rIRIlFR N0. 1 Page 1 ESTIMATE NO. 5 PERIOD ENDING: December 1, 2003 STREET RECONSTRUCTION OF LINO LAKES, MINNESOTA MMISSION NO. 12390-03 ITEM NO. DESCRIPTION 60 16" GATE VALVE & BOX 61 1" CURB STOP & BOX 62 1" CORPORATION STOP 63 6" WATERMAIN DUCTILE IRON CL 52 64 8" WATERMAIN DUCTILE IRON CL 52 65 1" TYPE K COPPER PIPE 66 16" WATERMAIN DUCTILE IRON CL52 67 INSULATION (4' THICKNESS) 68 DUCTILE IRON FITTINGS 69 CONSTRUCT CATCH BASIN -TYPE 402 EXTRA DEPTH (> 5' DEPTH) 70 CONSTRUCT CATCH BASIN -TYPE 402 71 CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE -TYPE 406 72 CONSTRUCT 60" DIAMETER CATCH BASIN MANHOLE -TYPE 406 73 CONSTRUCT 72" DIAMETER CATCH BASIN MANHOLE -TYPE 406 74 CONSTRUCT 48" DIAMETER STORM SEWER MANHOLE -TYPE 409 75 CONSTRUCT 60" DIAMETER STORM SEWER MANHOLE -TYPE 409 76 ADJUST EXISTING FRAME AND RING CASTING 77 RECONSTRUCT EXISTING MANHOLE 78 CONSTRUCT SANITARY MANHOLE (4' DIA. - TYPE 301) 79 CONSTRUCT SANITARY MANHOLE EXTRA DEPTH (> 8' DEPTH) 80 RANDOM RIPRAP CLASS III 81 CONCRETE CURB AND GUTTER DESIGN B618 82 6" CONCRETE DRIVEWAY PAVEMENT 8" CONCRETE DRIVEWAY PAVEMENT glir INSTALL MAIL BOX SUPPORT 85 MAIL BOX SUPPORT 86 SALVAGE & REINSTALL STEEL PLATE BEAM GUARDRAIL 87 WOODEN FENCE 88 INSTALL SALVAGED FENCE 89 TRAFFIC CONTROL 90 SIGN PANELS TYPE C (INCLUDING POSTS & ASSEMBLY) 91 SIGN PANELS TYPE D (INCLUDING POSTS & ASSEMBLY) 92 INSTALL SIGN (INCL POST & ASSEMBLY) 93 DELINEATOR TYPE (X4-2) 94 PVMT MARK 24" STOP LINE WHITE -POLY PREFORMED 95 PVMT MARK 4" DOUBLE SOLID LINE YELLOW -PAINT 96 PVMT MARK 4" SOLID LINE WHITE -PAINT 97 ZEBRA CROSSWALK- WHITE POLY PREFORMED 98 PEDESTAL FOUNDATION 99 1.25" RIGID STEEL CONDUIT 100 RELOCATE CROSSWALK WARNING FLASHER SYSTEM 101 TRANSPLANT TREE (3" CAL DECIDUOUS) 102 SILT FENCE, TYPE PREASSEMBLED 103 INLET PROTECTION 104 SODDING TYPE SALT RESISTANT 105 EROSION CONTROL BLANKET 106 SEEDING (INCL SEED MIX 508 OR 60B, FERTILIZER, MULCH & DISC ANCHORING)* SUBTOTAL ESTIMATE NO. 5 CONTRACT QUANTITY UNIT UNIT QUANTITY TO DATE PRICE EA 2.0 2.00 $ 4,000.00 $ EA 31.0 32.00 $ 165.00 $ EA 31.0 32.00 $ 118.00 $ LF 91.0 128.00 $ 21.00 $ LF 1,261.0 989.00 $ 26.00 $ LF 1,700.0 1,811.00 $ 9.40 $ LF 76.0 60.00 $ 50.00 $ SY 165.0 32.00 $ 18.00 $ LB 1,596.0 1,201.00 $ 2.90 $ LF 14.0 14.00 $ 90.00 $ EA 34.0 34.00 $ 1,080.00 $ EA 6.0 6.00 $ 1,240.00 $ EA 8.0 9.00 $ 1,870.00 $ EA 1.0 1.00 $ 2,300.00 $ EA 1.0 1.00 $ 1,140.00 $ EA 3.0 3.00 $ 1,770.00 $ EA 8.0 5.00 $ 200.00 $ EA 2.0 2.00 $ 750.00 $ EA 11.0 10.00 $ 1,310.00 $ LF 101.0 95.41 $ 90.00 $ CY 22.0 6.00 $ 40.00 $ LF 10,540.0 10,651.00 $ 7.20 $ SY 155.0 210.60 $ 32.00 $ SY278.0 120.00 $ 35.60 $ EA 37.0 37.00 $ 85.00 $ EA 5.0 - $ 125.00 $ LF 35.0 35.00 $ 25.00 $ LF 112.0 - $ 19.50 $ LF 50.0 - $ 29.00 $ LS 1.0 1.00 $ 37,800.00 $ SF 313.0 150.00 $ 21.75 $ SF 59.0 30.00 $ 28.00 $ EA ' 20.0 10.00 $ 35.00 $ EA 6.0 - $ 50.00 $ LF 143.0 - $ 14.44 $ LF 4,520.0 - $ 0.32 $ LF 9,480.0 - $ 0.15 $ SF 216.0 216.00 $ 9.87 $ EA 1.0 1.00 $ 625.00 $ LF 30.0 - $ 11.50 $ SYS 1.0 1.00 $ 6,200.00 $ TREE 79.0 5.00 $ 250.00 $ LF 6,866.0 5,615.00 $ 2.10 $ EA 49.0 2.00 $ 80.00 $ SY 15,000.0 12,762.00 $ 1.80 $ SY 6,660.0 5,200.00 $ 1.05 $ ACRE 1.6 - $ 790.00 $ CHANGE ORDER NO. 1 1 ADJUSTMENT OF COMMON PXCAVATION UNIT PRICE TO REFLECT A REDUCTION OF ONE -FOOT OF SELECT GRANULAR BORROW FILL 411 MATERIAL. ADD HIGH EARLY STRENGTH CONCRETE CURB AND GUTTER TO FACILITATE LATE SEASON CONSTRUCTION. ADD B618 CONCRETE C&G CY 13,155.0 13,155.00 $ LF 4,169.0 4,169.00 $ * MMIMI"A-r�c. "LI Aklnnc uAnc Iki A1'r'r DnAAIra tAIITI-I ('1-1 .M(:F ruRr1FR NO 1 AMOUNT TO DATE 8,000.00 5,280.00 3,776.00 2,688.00 25,714.00 17,023.40 3,000.00 576.00 3,482.90 1,260.00 36,720.00 7,440.00 16,830.00 2,300.00 1,140.00 5,310.00 1,000.00 1,500.00 13,100.00 8,586.90 240.00 76,687.20 6,739.20 4,272.00 3,145.00 875.00 37,800.00 3,262.50 840.00 350.00 2,131.92 625.00 6,200.00 1,250.00 11,791.50 160.00 22,971.60 5,460.00 $ 1,173,615.73 10.51 $ 138,259.05 0.60 $ 2,501.40 Paae 2 ESTIMATE NO. 5 *STRERECONSTRUCTION OF LINO LAKES, MINNESOTA ET MISSION NO. 12390-03 PERIOD ENDING: December 1, 2003 ITEM CONTRACT QUANTITY UNIT AMOUNT NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE 3 ADD NATIVE PLANTINGS AND SEEDING (GRASSES/FORBS/ WILDFLOWERS) AROUND THE STORM PONDS PER RICE CREEEK WATERSHED DISTRICT REQUIREMENT. (SEEDING REDUCED BY 1 ACRE) ACRE 1.0 1.00 $ 1,182.02 $ 1,182.02 4 ADD STORMWATER QUALITY POND AT SECOND AVENUE AND LAKE DRIVE PER RICE CREEK WATERSHED DISTRICT REQUIREMENT. MOBILIZATION LS 1.0 1.0 $ 1,800.00 $ 1,800.00 CLEARING EA 40.0 40.0 $ 125.00 $ 5,000.00 GRUBBING EA 40.0 40.0 $ 50.00 $ 2,000.00 POND EXCAVATION CY 1,010.0 1,010.0 $ 11.00 $ 11,110.00 RANDOM RIP RAP CLASS III CY 9.0 9.0 $ 60.00 $ 540.00 TRAFFIC CONTROL LS 1.0 1.0 $ 300.00 $ 300.00 SILT FENCE TYPE PREASSEMBLED LF 365.0 135.0 $ 2.10 $ 283.50 WOOD FIBER BLANKET TYPE II SY 490.0 - $ 1.25 $ - SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH, AND DISC ANCHORING) ACRE 0.3 $ 2,000.00 $ 5 ADD SANITARY SERVICES CONNECT TO EXISTING SANITARY MH EA 1.0 1.00 $ 300.00 $ 300.00 6" PVC (SDR35) SANITARY SEWER LF 120.0 120.00 $ 20.00 $ 2,400.00 6" X 4" PVC WYES EA 2.0 2.00 $ 200.00 $ 400.00 6" PVC CLEAN OUT EA 1.0 1.00 $ 150.00 $ 150.00 6 ADD SUNSET PEDESTRIAN/BIKEWAY TRAIL EXTENSION MOBILIZATION LS 1.0 1.00 $ 1,000.00 $ 1,000.00 0 COMMON EXCAVATION CY 193.0 193.00 $ 10.51 $ 2,028.43 AGGREGATE BASE, CLASS 5 TON 210.0 210.00 $ 6.80 $ 1,428.00 TYPE LV AGG. 4 WEARING COURSE (B) FOR TRAIL TON 49.0 49.00 $ 39.05 $ 1,913.45 REMOVE C&G LF 8.0 8.00 $ 2.50 $ 20.00 SODDING TYPE SALT RESISTANT SY 1,552.0 1,552.00 $ 1.80 $ 2,793.60 7 ADD FOR ADDITIONAL REMOVAL AND REPLACEMENT OF PEDESTRIAN/BIKEWAY TRAIL REMOVE BITUMINOUS SURFACING SY 895.0 895.00 $ 1.55 $ 1,387.25 COMMON EXCAVATION CY 415.0 415.00 $ 10.51 $ 4,361.65 AGGREGATE BASE, CLASS 5 TON 355.0 355.00 $ 6.80 $ 2,414.00 TYPE LV AGG. 4 WEARING COURSE (B) FOR TRAIL TON 108.0 108.00 $ 39.05 $ 4,217.40 8 ADD LARGER AREA'S SODDING AND SEEDING QUANTITIES. ADD SODDING TYPE SALT RESISTANT (SEEDING REDUCED BY 1.7 ACRES) SY 8,022.0 $ 1.80 $ 9 ADD STORM MANHOLE SUMP SECTION PER RICE CREEK WATERSHED DISTRICT REQUIREMENT. ADD 5' DIA. SUMP MANHOLE SECTION (4' DEPTH). EA 2.0 2.00 $ 700.00 $ 1,400.00 SUBTOTAL CHANGE ORDER NO. 1 $ 189,189.75 TOTAL ESTIMATE NO. 5 a �urin A-rrn nl 1A►Inrf\ A •A rr las AnneNnri A Alf' \AIrrLI f'LIA ',int nonco KIf 4 $ 1,362,805.48 D,„o • • CHANGE ORDER TKDA Engineers -Architects -Planners Saint Paul, MN December 9 20 03 Comm. No. 12390-03 Change Order No. 1 To F.M. Frattalone Excavating & Grading. Inc. for Elm Street Reconstruction for City of Lino Lakes. Minnesota You are hereby directed to make the following change to your contract dated July 14 , 20 03 . Thechange and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (increase) (decrease) (net: slangs) the contract sum by Fifty -Five Thousand Seven Hundred Sixty Eiaht Dollars and 45/100 ($ 55.768.45 ). This change order provides for changes in the work of this contract according to the attached itemization. NET CHANGE $ (55,768.45) Amount of Original Contract $ 1,513,221.79 Additions approved to date (Nos. _ ) Deductions approved to date (Nos. Contract amount to date Ammunt of this Change Order (Add) (Deduct) (Ne -Change) Revised Contract Amount Approved City of Lino Lakes Minnesota TKDA Owner By $ 1,513,221.79 $ (55,768.45) $ 1,457,453.34 Approved . F.M. Frattalone Excavating & Grading, Inc. White - Owner Contractor Pink - Contractor Blue - TKDA • By • • • CHANGE ORDER NO. 1 ELM STREET RECONSTRUCTION CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12390-03 DATE: December 9, 2003 ITEM UNIT NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT CHANGE ORDER NO. 1 1 REDUCTION OF ONE -FOOT OF SELECT GRANULAR BORROW FILL CY (19,500.0) $ 9.15 $ (178,425.00) MATERIAL CY 13,155.0 $ 10.51 $ 138,259.05 2 REDUCTION OF SELECT GRANULAR BORROW QUANTITY AS UNNEEDED UNDER STREET SECTION CY (7,562.0) $ 10.65 $ (80,535.30) 3 ADD HIGH EARLY STRENGTH B618 CONCRETE CURB AND GUTTER TO FACILITATE LATE SEASON CONSTRUCTION. LF 4,169.0 $ 0.60 $ 2,501.40 4 ADD F&I NATIVE PLANTINGS AND SEEDING AROUND THE STORM ACRE (1.0) $ 790.00 $ (790.00) PONDS PER RICE CREEK WATERSHED DISTRICT REQUIREMENTS. ACRE 1.0 $ 1,182.02 $ 1,182.02 5 ADD STORMWATER QUALITY POND AT SECOND AVENUE AND LAKE DRIVE PER RICE CREEK WATERSHED DISTRICT REQUIREMENT. MOBILIZATION LS 1.0 $ 1,800.00 $ 1,800.00 CLEARING EA 40.0 $ 125.00 $ 5,000.00 GRUBBING EA 40.0 $ 50.00 $ 2,000.00 POND EXCAVATION CY 1,010.0 $ 11.00 $ 11,110.00 RANDOM RIP RAP CLASS III CY 9.0 $ 60.00 $ 540.00 TRAFFIC CONTROL LS 1.0 $ 300.00 $ 300.00 SILT FENCE TYPE PREASSEMBLED LF 365.0 $ 2.10 $ 766.50 WOOD FIBER BLANKET TYPE II SY 490.0 $ 1.25 $ 612.50 SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH, AND DISC ANCHORING) ACRE 0.3 $ 2,000.00 $ 600.00 6 ADD SANITARY SERVICES CONNECT TO EXISTING SANITARY MH EA 1.0 $ 300.00 $ 300.00 6" PVC (SDR35) SANITARY SEWER LF 120.0 $ 20.00 $ 2,400.00 6" X 4" PVC WYES EA 2.0 $ 200.00 $ 400.00 6" PVC CLEAN OUT EA 1.0 $ 150.00 $ 150.00 7 ADD SUNSET PEDESTRIANIBIKEWAY TRAIL EXTENSION MOBILIZATION LS 1.0 $ 1,000.00 $ 1,000.00 COMMON EXCAVATION CY 193.0 $ 10.51 $ 2,028.43 AGGREGATE BASE, CLASS 5 TON 210.0 $ 6.80 $ 1,428.00 TYPE LV AGG. 4 WEARING COURSE (B) FOR TRAIL TON 49.0 $ 39.05 $ 1,913.45 REMOVE C&G LF 8.0 $ 2.50 $ 20.00 SODDING TYPE SALT RESISTANT SY 1,552.0 $ 1.80 $ 2,793.60 8 ADD FOR ADDITIONAL REMOVAL AND REPLACEMENT OF PEDESTRIANIBIKEWAY TRAIL REMOVE BITUMINOUS SURFACING SY 895.0 $ 1.55 $ 1,387.25 COMMON EXCAVATION CY 415.0 $ 10.51 $ 4,361.65 AGGREGATE BASE, CLASS 5 TON 355.0 $ 6.80 $ 2,414.00 TYPE LV AGG. 4 WEARING COURSE (B) FOR TRAIL TON 108.0 $ 39.05 $ 4,217.40 9 ADD LARGER ARENS SODDING AND SEEDING QUANTITIES. ADD SY 8,022.0 $ 1.80 $ 14,439.60 SODDING TYPE SALT RESISTANT ACRE (1.7) 790 $ (1,343.00) 10 ADD STORM MANHOLE SUMP SECTION PER RICE CREEK WATERSHED DISTRICT REQUIREMENT. ADD 5' DIA. SUMP MANHOLE SECTION (4' DEPTH) EA 2:0 $ 700.00 $ 1,400.00 SUBTOTAL CHANGE ORDER N0.1 $ (55,768.45)