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HomeMy WebLinkAbout2004-169 Council Resolution• • CITY OF LINO LAKES RESOLUTION NO. 04-169 RESOLUTION APPROVING CHANGE ORDER NO. 2 & 3 AND FINAL PAYMENT FOR THE ELM STREET RECONSTRUCTION PROJECT WHEREAS, the construction of the Elm Street Reconstruction Project, including Change Order No. 2 has been completed by Frattalone Excavating and Grading, 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: • Change Order No. 2 in the amount of $27,437.98, Change Order No. 3 (Compensating) and Payment Number 7 (final) in the amount of $27,437.98 is approved for a total contract amount of $1,416,977.78. Adopted by the City Council this 8th day of November, 2004. Ann J air, City Clerk J J. B eso , Mayor • AGENDA ITEM 6E STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: November 8, 2004 TOPIC: Resolution No. 04 -169, Approving Change Order No. 2 & 3 and Final Payment, Elm Street Reconstruction Project VOTE REQUIRED: 3/5 Vote Required BACKGROUND: The contractor for the Elm Street Reconstruction Project, F. M. Frattalone Excavating and Grading, -Inc. is requesting City approval of Payment No. 7 (final) in the amount of $62,176.48. 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 $1,513,221.79 and the final contract amount is $1,416,977.78. Also included within the request for final payment is Change Order No. • 2 in the amount of $27,437.98. This Change Order essentially provides for the installation of 70 new trees along the street, along with some additional storm sewer and grading work. With this Change Order, the final contract amount is still $96,244.01 under the original contract amount. This reduced cost can generally be attributed to a significant reduction in the amount of subgrade work (common excavation and granular material) that was originally anticipated, and the Contractor's ability to keep the project on schedule and within budget. Change Order No. 3 is a compensating change order which balances out the contract. Approval of the final payment will begin the one -year warranty period. OPTIONS: 1. Return to staff for further review. 2. Approve Resolution 04 -169 Approving Change Order No. 2 & 3 and Payment No. 7 (final) for the Elm Street Reconstruction Project. RECOMMENDATION: Option No. 2 - Staff recommends that Resolution 04 -169 be approved. • TKDA M EERS • ARCHTECI'5 •PLANNERS 1500 Piper Jaffrey Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292 -4400 (651) 292 -0083 Fax www.tkda.com Comm. No. 12390 -03 Cert. No. 7 (FINAL) St. Paul, MN, September 21 , 20 04 To City of Lino Lakes, Minnesota This Certifies that F.M. Frattalone Excavating & Grading. Inc. For Elm Street Reconstruction Owner , Contractor Is entitled to Sixty -Two Thousand One Hundred Seventy -Six Dollars and 48/100 ($ FINAL being 7th estimate for paFtial payment on contract with you dated July 14 , 2003 62,176.48 ) Received ent in full of above C F.M. F ttalone Cava cate. and Grading, Inc. 20 C> RECAPITULATION OF ACCO An Employee Owned Company Pr ... 5 0 ..7nnative Action and Equal Opportunity CONTRACT PLUS EXTRAS PAYMENTS CREDITS Contract price plus extras $ 1,513,221.79 All previous payments $ 1,354,801.30 Extra No. Change Order No. 1 $ (55,768.45) Change Order No. 2 $ 27,437.98 Compensating Changer Order No. 3 $ (67,913.54) 11 n 11 I Credit No. $ - M • 11 11 11 ,t u n AMOUNT OF THIS CERTIFICATE $ 62,176.48 Totals $ 1,416,977.78 $ 1,416,977.78 $ - Credit Balance 'There There willremain unpaid on contract after of this Certificate $ - �$ 1,416,977.78 I $ 1,416,977.78 $ - An Employee Owned Company Pr ... 5 0 ..7nnative Action and Equal Opportunity • TKDA Engineers - Architects - Planners Saint Paul, Minnesota 55101 PERIODICAL ESTIMATE FOR PARTIAL PAYMENTS FINAL Estimate No. 7 Period Ending September 21 , 2004 Page 1 of 1 Comm. No. 12390 -03 Contractor F.M. Frattalone Excavating & Grading, Inc. Original Contract Amount Project Elm Street Reconstruction $ 1.513.221.79 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 Earned This Estimate 1,416,977.78 $ 0.00• 0.00 $ 0.00 $ 1,416,977.78 Less Approved Credits $ 0.00 Less 0 % Retained $ 0.00 Less Previous Payments $ 1,354,801.30 Total Deductions $ 1,354,801.30 Amount Due This Estimate -)/ Contra Data ?9/ 3 $ 62,176.48 • Engineer Date September 21, 2004 ESTIMATE NO. 7 (FINAL) OLM STREET RECONSTRUCTION ITY OF LINO LAKES, MINNESOTA OMMISSION NO. 12390-03 ITEM NO. DESCRIPTION ELM STREET RECONSTRUCTION 1 MOBILIZATION 2 CLEARING 3 GRUBBING 4 REMOVE PIPE (CULVERT OR STORM SEWER) 5 REMOVE CURB & GUTTER* 6 REMOVE FENCE 7 REMOVE WATERMAIN 8 REMOVE CONCRETE PAVEMENT 9 REMOVE BITUMINOUS SURFACING 10 REMOVE MANHOLE OR CATCH BASIN 11 REMOVE CONCRETE APRON 12 SAWCUT CONCRETE PAVEMENT (FULL DEPTH) 13 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) 14 SALVAGE FENCE 15 SALVAGE MAIL BOX SUPPORT 16 SALVAGE SIGN (INCL. POST &ASSEMBLY) 17 SALVAGE HYDRANT 18 SALVAGE GATE VALVE & BOX 19 COMMON EXCAVA770N (P)' 20 POND EXCAVATION 21 SELECT GRANULAR BORROW (CV) (P)' 22 TOPSOIL BORROW (LV) 3 CRUSHED ROCK 6" DEPTH (TRENCH STABILIZING) EXPLORATORY DIGGING _5 . AGGREGATE BASE CLASS 5' 26 TYPE LV AGG. 3 WEARING COURSE (B) 27 TYPE LV AGG. 4 WEARING COURSE FOR TRAIL (B)' 28 TYPE LV AGG. 3 NON - WEARING COURSE (B) 29 TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR DRIVEWAYS (B) 30 BITUMINOUS MATERIAL FOR TACK COAT 31 15" RC PIPE APRON W/ TRASH GUARD 32 21" RC PIPE APRON W/ TRASH GUARD 33 4" PERF PE PIPE DRAIN (W/ SOCK) 34 15" RC PIPE SEWER CLASS V DESIGN 3006 35 18" RC PIPE SEWER CLASS V DESIGN 3006 36 21" RC PIPE SEWER CLASS III DESIGN 3006 37 CONNECT TO EXISTING MANHOLES (SANITARY SEWER) 38 8"X4." PVC WYE (SCHEDULE 40) 39' 8" PVC, SDR 35 PIPE SEWER (10' -12 DEPTH) 40 8" PVC, SDR 35 PIPE SEWER (12' -14' DEPTH) 41 8" PVC, SDR 35 PIPE SEWER (14' -16' DEPTH) 42 8" PVC, SDR 35 PIPE SEWER (16' -18' DEPTH) 43 8" PVC, SDR 35 PIPE SEWER (18' -20' DEPTH) 44 4" SANITARY SERVICE PIPE (SCHEDULE 40) 45 8" PVC, SDR 26 PIPE SEWER (18' -20' DEPTH) 46 8" PVC, SDR 26 PIPE SEWER (20' -22' DEPTH) 47 8" PVC, SDR 26 PIPE SEWER (22' -24' DEPTH) 48 8" PVC, SDR 26 PIPE SEWER (24' -26' DEPTH) 49 8" PVC, SDR 26 PIPE SEWER (26' -28' DEPTH) 50 TELEVISE SANITARY SEWER MAINS 51 WATER METERING MH 52 LOWER WATERMAIN 46 3 ADJUST VALVE BOX CONNECT TO EXISTING WATERMAIN HYDRANT 56 INSTALL GATE VALVE & BOX 57 INSTALL HYDRANT 58 6" GATE VALVE & BOX 59 8" GATE VALVE & BOX 60 16" GATE VALVE & BOX 61 1" CURB STOP & BOX -52- PERIOD ENDING: September 21, 2004 CONTRACT QUANTITY UNIT UNIT QUANTITY TO DATE PRICE LS TR TR LF LF LF LF SF SY EA EA LF ,LF LF EA EA EA EA CY CY. CY CY LF HR TN TN TN TN SY GAL EA EA LF LF LF LF EA EA LF LF LF LF LF LF LF LF LF LF LF LF LS LS EA EA EA EA EA EA EA EA EA 1.0 139.0 139.0 798.0 280.0 154.0 106.0 1,544.0 20,816.0 4.0 19.0 150.0 950.0 50.0 37.0 20.0 4.0 5.0 9,675.0 453.0 3,151.0 20.0 12,000.0 2,025.0 550.0 2,025.0 1,500.0 880.0 6.0 2.0 512.0 2,733.0 830.0 902.0 1.0 30.0 69.0 620.0 430.0 626.0 32.0 1,544.0 117.0 480.0 212.0 235.0 330.0 3,151.0 1.0 1.0 13.0 10.0 1.0 2.0 4.0 2.0 6.0 2.0 31.0 1.00 136.00 136.00 810.00 263.00 40.00 132.00 1,895.00 20,816.00 5.00 19.00 56.00 852.00 16.00 37.00 20.00 5.00 5.00 9,675.00 8.00 9,556.14 2,032.24 607.75 2,109.86 1,745.00 500.00 7.00 2.00 512.00 2,681.00 770.00 903.00 2.00 31.00 97.00 161.00 652.00 758.00 109.00 1,604.00 100.00 446.00 260.00 290.00 295.00 3,168.00 1.00 9.00 12.00 1.00 2.00 5.00 3.00 10.00 2.00 32.00 AMOUNT TO DATE $ 89,700.00 $ 89,700.00 $ 100.00 $ 13,600.00 $ 35.00 $ 4,760.00 $ 8.00 $ 6,480.00 $ 250 $ 657.50 $ 6.00 $ 240.00 $ 10.00 '$ 1,320.00 $ 0.50 $ 947.50 5 1.55 $ 32,264.80 5 300.00 $ 1,500.00 $ 100.00 $ 1,900.00 $ 7.00 $ 392.00 $ 2.00 $ 1,704.00 $ 25.00 $ 400.00 $ 85.00 $ 3,145.00 $ 25.00 $ 500.00 $ 600.00 $$$ 3,000.00 $ 759.00 $ 375.00 $ . 15 $ 5.25 10.65 $ $ 50,793.75 $ $ 10.00 $ 2.25 5 139.00 $ 6.80 $ 31.65 $ 39.05 $ 31.65 $ 10.00 $ 2.50 $ 625.00 $ 825.00 $ 6.00 $ 21.75 $ 23.75 $ 26.25 $ 4,000.00 $ 220.00 $ 61.30 $ 61.30 $ 61.30 $ 61.30 $ 61.30 $ 9.50 $ 61.30 $ 61.30 $ 61.30 $ 81.30 $ 61.30 $ 0.85 $ 10,800.00 $ 3,500.00 $ 85.00 $ 525.00 $ 2,500.00 $ 250.00 $ 500.00 $ 790.00 $ 870.00 $ 4,000.00 $ 165.00 $ $ - $ 1,112.00 $ 64,981.75 $ 64,320.40 $ 23,732.64 $ 66,777.07 $ 17,450.00 $ 1,250.00 $ 4,375.00 $ 1,650.00 $ 3,072.00 $ 58,311.75 $ 18,287.50 $ 23,703.75 $ 8,000.00 $ 6,820.00 $ 5,946.10 $ 9,869.30 $ 39,967.60 $ 46,465.40 $ 6,681.70 $ 15,238.00 $ 6,130.00 $ 27,339.80 $ 15,938.00 $ 17,777.00 $ 18,083.50 $ 2,692.80 $ 10,800.00 $ 765.00 $ 6,300.00 $ 2,500.00 $ 500.00 $ 2,500.00 $ 2,370.00 $ - 8,700.00 $ 8,000.00 $ 5,280.00 ESTIMATE NO. 7 (FINAL) PERIOD ENDING: September 21, 2004 LM STREET RECONSTRUCTION ITY OF LINO LAKES, MINNESOTA :OMISSION NO. 12390-03 ITEM NO. DESCRIPTION CONTRACT UNIT QUANTITY 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 RIPR.AP CLASS III 81 CONCRETE CURB AND GUTTER DESIGN B618 82 6" CONCRETE DRIVEWAY PAVEMENT 83 8" CONCRETE DRIVEWAY PAVEMENT 84 INSTALL MAIL BOX SUPPORT 5 MAIL BOX SUPPORT SALVAGE & REINSTALL STEEL PLATE BEAM GUARDRAIL d7 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 UNE WHITE -POLY PREFORMED 95 PVMT MARK. 4" DOUBLE SOUD LINE YELLOW -PAINT 96 PVMT MARK. 4" SOUD 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 50B OR 60B, FERTILIZER, MULCH & DISC ANCHORING)" SUBTOTAL ESTIMATE NO. 7 EA LF LF LF LF SY LB LF EA EA EA EA EA EA EA EA EA LF CY LF SY SY EA EA LF LF LF LS SF SF EA EA LF LF LF SF EA LF SYS TREE LF EA SY SY ACRE 31.0 91.0 1,261.0 1,700.0 76.0 165.0 1,596.0 14.0 34.0 6.0 8.0 1.0 1.0 3.0 8.0 2.0 11.0 101.0 22.0 10,540.0 155.0 278.0 37.0 5.0 35.0 112.0 50.0 1.0 313.0 59.0 20.0 6.0 143.0 4,520.0 9,480.0 216.0 1.0 30.0 1.0 79.0 6,866.0 49.0 15,000.0 6,660.0 CHANGE ORDER NO. 1 1 ADJUSTMENT OF COMMON EXCAVATION UNIT PRICE TO REFLECT A REDUCTION OF ONE -FOOT OF SELECT GRANULAR BORROW FILL MATERIAL. 2 ADD HIGH EARLY STRENGTH CONCRETE CURB AND GUTTER TO FACILITATE LATE SEASON CONSTRUCTION. ADD 8618 CONCRETE C &G 3 ADD NATIVE PLANTINGS AND SEEDING (GRASSESIFORBS! WILDFLOWERS) AROUND THE STORM PONDS PER RICE CREEEK WATERSHED DISTRICT REQUIREMENT. (SEEDING REDUCED BY 1 ACRE) 4 ADD STORMWATER QUALITY POND AT SECOND AVENUE AND LAKE DRIVE PER RICE CREEK WATERSHED DISTRICT REQUIREM° "'T MOBILIZATION - 5 3 - QUANTITY UNIT TO DATE PRICE 32.00 $ 118.00 128.00 $ 21.00 989.00 $ 26.00 1,811.00 $ 9.40 60.00 $ 50.00 32.00 $ 18.00 1,201.00 $ 2.90 14.00 $ 90.00 34.00 $ 1,080.00 6.00 $ 1,240.00 9.00 $ 1,870.00 1.00 $ 2,300.00 1.00 $ 1,140.00 3.00 $ 1,770.00 5.00 $ 200.00 2.00 $ 750.00 10.00 $ 1,310.00 95.41 $ 90.00 6.00 $ 40.00 10,651.00 $ 7.20 210.60 $ 32.00 120.00 $ 35.60 37.00 $ 85.00 $ 125.00 35.00 $ 25.00 $ 19.50 $ 29.00 1. $ ,8. 150.00 00 37 $ 2100.75 00 30.00 $ 28.00 10.00 $ 35.00 6.00 $ 50.00 132.00 $ 14.44 4,428.00 $ 0.32 9,194.00 $ 0.15 270.00 $ 9.87 1.00 $ 625.00 $ 11.50 1.00 $ 6,200.00 5.00 $ 250.00 5,615.00 $ 2.10 2.00 $ 80.00 15,000.00 $ 1.80 5,730.00 $ 1.05 AMOUNT TO DATE 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 76,68720 6,739.20 4,272.00 3,145.00 875.00 IN 37,800.00 3,262.50 840.00 350.00 300.00 1,906.08 1,416.96 1,379.10 2,664.90 625.00 6,200.00 1,250.00 11,791.50 160.00 27,000.00 6,016.50 1.6 1.23 $ 790.00 $ 971.70 $ 1,184,707.45 CY 13,155.0 13,155.00 $ 10.51 $ 138,259.05 LF 4,169.0 4,169.00 $ 0.60 $ 2,501.40 ACRE 1.0 1.00 $ 1,182.02 $ 1,182.02 LS 1.0 1.0 $ 1,800.00 $ 1,800.00 ESTIMATE NO. 7 (FINAL) PERIOD ENDING: September 21, 2004 LM STREET RECONSTRUCTION TY OF LINO LAKES, MINNESOTA OMMISSION NO. 12390-03 ITEM NO. DESCRIPTION CONTRACT QUANTITY UNIT AMOUNT UNIT QUANTITY TO DATE PRICE TO DATE 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 - $ 125 $ SEEDING (INCL SEED MIX 50B OR 60B, FERTILIZER, MULCH, AND DISC ANCHORING) ACRE 0.3 0.3 $ 2,000.00 $ 600.00 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 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 5 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 8,357.0 $ 1.80 $ 15,042.60 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 ; 204,832.35 CHANGE ORDER NO. 2 1 SAFETY FENCE 2 STORM SEWER FABRIC 3 HANDSET CURB GRAVEL AT LMNGSTONS, MOVE WAGON WHEELS, INSTALL NEW 4 BLACK UNDER SOD 5 REPAIR SENIOR HOUSING POND 6 CRABAPPLE TREES 7 AMUR CHOKEBERRY 8 JAPANESE TREE LILAC 9 THORNLESS HAWTHORN 10 REPAIR WASHOUTS AT ELM STREET POND 11 CRABAPPLE TREES SUBTOTAL CHANGE ORDER NO. 2 1,388.0 1,388.00 $ 1.31 $ 1,81828 12.0 12.00 $ 320.00 $ 3,840.00 150.0 150.00 $ 18.90 $ 2,835.00 1.0 1.00 $ 2,330.70 $ 2,330.70 1.0 1.00 $ 1,381.50 $ 1,381.50 18.0 18.00 $ 173.00 $ 3,114.00 17.0 17.00 $ 183.00 $ 3,111.00 17.0 17.00 $ 173.00 $ 2,941.00 18.0 18.00 $ 178.00 $ 3,204.00 1.0 1.00 $ 1,132.50 $ 1,132.50 10.0 10.00 $ 173.00 $ 1,730.00 $ 27,437.98 TOTAL ESTIMATE NO. 7 (FINAL) $ 1,416,977.78 • • CHANGE ORDER TKDA Engineers - Architects - Planners Saint Paul, MN September 21 20 04 Comm. No. 12390 -03 Change Order No. 2 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 . The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (increase) (degrease) (net-shauge) the contract sum by Twenty -Seven Thousand Four Hundred Thirtv -Seven Dollars and 98/100 ($ 27,437.98 This change order provides for changes in the work of this contract according to the attached itemization. NET CHANGE= 27,437.98 Amount of Original Contract $ 1,513,221.79 Additions approved to date (Nos. Deductions approved to date (Change Order No. 1) $ (55,768.45) Contract amount to date $ 1,457,453.34 Amount ofthis Change Order (Add) (Deduct) (Ne -age) $ 27,437.98 Revised Contract Ammunt $ 1,484,891.32 Approved City of Lino Lakes, Minnesota Owner By By S / f'i tf tf A. Brink, P.E. TKDA Approved F.M. Frattalone Excavating & Grading. Inc. White Owner Contractor Pink - Contractor Blue - TKDA By CHANGE ORDER NO. 2 STREET RECONSTRUCTION OF LINO LAKES, MINNESOTA COMMISSION NO. 12390 -03 ITEM NO. DESCRIPTION CHANGE ORDER NO. 2 1 SAFETY FENCE 2 STORM SEWER FABRIC 3 HANDSET CURB 4 GRAVEL AT LIVINGSTONS, MOVE WAGON WHEELS, INSTALL NEW BLACK UNDER SOD 5 REPAIR SENIOR HOUSING POND 6 CRABAPPLE TREES 7 AMUR CHOKEBERRY 8 JAPANESE TREE LILAC 9 THORNLESS HAWTHORN 10 REPAIR WASHOUTS AT ELM STREET POND 11 CRABAPPLE TREES SUBTOTAL CHANGE ORDER NO. 2 • DATE: September 21, 2004.. UNIT UNIT QUANTITY PRICE AMOUNT 1,388.0 $ 1.31 $ 1,818.28 12.0 $ 320.00 $ 3,840.00 150.0 $ 18.90 $ 2,835.00 1.0 $ 2,330.70 $ 2,330.70 1.0 $ 1,381.50 $ 1,381.50 18.0 $ 173.00 $ 3,'114.00- 17.0 $ 183.00 $ 3,111.00 17.0 $ 173.00 $ 2,941.00 18.0 $ 178.00 $ 3,204.00 1.0 $ 1,132.50 $ 1,132.50 10.0 $ 173.00 $ 1,730.00 $ 27,437.98 • CHANGE ORDER TKDA Engineers- Architects - Planners Compensating Saint Paul, MN September 21 20 04 Comm. No. 12390 -03 Change Order No. 3 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 . The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will Oneness) (decrease) (net-thane) the contract sum by Sixty -Seven Thousand Nine Hundred Thirteen Dollars and 54/100 ($ 67.913.54 COMPENSATING CHANGE ORDER This chnge order shows the actual quantities installed at the unit price bid amounts (see attached itemization): NET CHANGE = • (67,913.54) Amount of Original Contract $ 1,513,221.79 Additions approved to date (Change Order No. 2) $ 27,437.98 Deductions approved to date (Change Order No. 1) $ (55,768.45) Contract amount to date $ 1,484,891.32 Amount of this Change Order ( (Deduct) ) $ Revised Contract Amount - (,9 .78) $ 1,416,977.78 Approved Citv of Lino Lakes. Minnesota Owner By 40 Approved F.M. Frattalone Excavating & Grading. Inc. Contractor TKDA White - Owner Pink - Contractor Blue - TKDA COMPENSATING CHANGE ORDER NO. 3 ELM STREET RECONSTRUCTION OF LINO LAKES, MINNESOTA ISSION NO. 12390-03 NO. DESCRIPTION ELM STREET RECONSTRUCTION 1 MOBILIZATION 2 CLEARING 3 GRUBBING 4 REMOVE PIPE (CULVERT OR STORM SEWER) 5 REMOVE CURB 8 GUTTER* 6 REMOVE FENCE 7 REMOVE WATERMAIN 2 REMOVE CONCRETE PAVEMENT 9 REMOVE BITUMINOUS SURFACING 10 REMOVE MANHOLE OR CATCH BASIN 11 REMOVE CONCRETE APRON 12 SAWCUT CONCRETE PAVEMENT (FULL DEPTH) 13 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) 14 SALVAGE FENCE 15 SALVAGE MAIL BOX SUPPORT 16 SALVAGE SIGN (INCL. POST & ASSEMBLY) 17 SALVAGE HYDRANT 18 SALVAGE GATE VALVE & BOX 19 COMMON EXCAVATION (P)• 20 POND EXCAVATION 21 SELECT GRANULAR BORROW (CV) (P)• 22 TOPSOIL BORROW (LV) 23 CRUSHED ROCK 6' DEPTH (TRENCH STABILIZING) 24 EXPLORATORY DIGGING 25 AGGREGATE BASE CLASS 5• 28 TYPE LV AGG. 3 WEARING COURSE (6) 27 TYPE LV AGG. 4 WEARING COURSE FOR TRAIL (B)• 28 TYPE LV AGG. 3 NON - WEARING COURSE (B) 29 TYPE LV AGG. 4 WEARING COURSE 7 THICK FOR DRIVEWAYS (B) 30 BITUMINOUS MATERIAL FOR TACK COAT 31 15' RC PIPE APRON W/ TRASH GUARD PPIPE PE TRASH GUARD PERF PE PIPE DRAIN (IN! SOCK) RC PIPE SEWER CLASS V DESIGN 3005 18" RC PIPE SEWER CLASS V DESIGN 3006 36 21' RC PIPE SEWER CLASS 111 DESIGN 3006 37 CONNECT TO EXISTING MANHOLES (SANITARY SEWER) 38 8•X4' PVC WYE (SCHEDULE 40) 39 .8' PVC, SDR 35 PIPE SEWER (10' -12' DEPTH) 40 8' PVC, SDR 35 PIPE SEWER (12' -14' DEPTH) 41 8• PVC, SDR35 PIPE SEWER (14'-16' DEPTH) 42 r PVC, SDR 35 PIPE SEWER (16' -18' DEPTH) 43 8' PVC, SDR 35 PIPE SEWER (18' -20' DEPTH) 44 4' SANITARY SERVICE PIPE (SCHEDULE 40) 45 8' PVC, SDR26 PIPE SEWER (18' 20' DEPTH) 46 8' PVC, SDR26 PIPE SEWER (20%22' DEPTH) 47 8' PVC, SDR 26 PIPE SEWER (22' -24' DEPTH) 48 8' PVC, SDR 26 PIPE SEWER (24' -28' DEPTH) 49 8' PVC, SDR26 PIPE SEWER (26' -28' DEPTH) 50 TELEVISE SANITARY SEWER MAINS 51 WATER METERING MH 52 LOWER WATERMAIN 53 ADJUST VALVE BOX 54 CONNECT TO EXISTING WATERMAIN 55 HYDRANT 56 INSTALL GATE VALVE & BOX 57 INSTALL HYDRANT 58 6' GATE VALVE & BOX 59 8• GATE VALVE & BOX 60 16" GATE VALVE & BOX 61 1" CURB STOP & BOX 62 1' CORPORATION STOP 63 6' WATERMAIN DUCTILE IRON CL 52 64 r WATERMAIN DUCTILE IRON CL 52 85 1' TYPE KCOPPER 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 oNSTRUCT 4W DIAMETER CATCH BASIN MANHOLE TYPE 406 NSTRUCT 60- DIAMETER CATCH BASIN MANHOLE -TYPE 406 -NSTRUCT 72' DIAMETER CATCH BASIN MANHOLE-TYPE 406 /•• CONSTRUCT 4r 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 CONTRACT QUANTITY +/- UNIT UNIT QUANTITY TO DATE DIFFERENCE PRICE L5 TR TR LF LF LF LF SF SY EA EA LF LF LF EA EA EA EA CY CY CY CY LF HR TN TN TN TN SY GAL EA EA LF LF LF LF EA EA LF LF LF LF LF LF LF LF LF LF LF LF LS LS EA EA EA EA EA 'EA EA EA EA EA LF LF LF LF SY LB LF EA EA EA EA EA EA EA EA EA LF CY 1.0 1.00 • $ 139.0 135,00 (3.0) $ 139.0 138.00 (3.0) $ 798.0 810.00 12.0 $ 280.0 263.00 (17.0) $ 154.0 40.00 (114.0) $ 106.0 132.00 26.0 $ 1,544.0 1,895.00 351.0 $ 20,816.0 20,816.00 • $ 4.0 5 .00 1.0 $ 18.0 19.00 • $ 150.0 56.00 (94.0) $ 850.0 852.00 (98.0) $ 506 16.00 (34.0) $ 37.0 37.00 • $ 20.0 20.00 - $ 4.0 5.00 1.0 $ 5.0 5.00 - $ 9,675.0 8,675.00 - $ - - - 453.0 (453.0) $ 3,151.0 (3,151.0) $ 20.0 8.00 (12.0) $ 12,000.0 9,556.14 (2,443.9) 5 2,025.0 2,032.24 7.2 $ 550.0 607.75 57.8 5 2,025.0 2,10996 84.9 $ 1,500.0 1,745.00 245.0 $ 820.0 500.00 (380.0) $ 6.0 7.00 1.0 $ 2.0 2.00 - $ 512.0 • 512.00 - $ 2,733.0 2,681.00 (52.0) $ 830.0 770.00 (60.0) $ 902.0 903.00 1.0 $ 1.0 2.00 1.0 $ 30.0 31.00 1.0 $ 69.0 97.00 25.0 $ 620.0 161 .00 (459.0) S 430.0 552.00 222.0 $ 626.0 758.00 132.0 $ 32.0 109.00 77.0 $ 1,544.0 1,604.00 60.0 $ 117.0 100.00 (17.0) $ 480.0 446.00 (34.0) $ 212.0 260.00 48.0 $ 235.0 290.00 55.0 $ 330.0 295.00 (35.0) $ 3,151.0 3,168.00 17.0 $ 1.0 1.00 - .5 1.0 • (1.0) $ 13.0 9.00 (4.0) $ 10.0 12.00 2.0 $ 1.0 1.00 - $ 2.0 2.00 - $ 4.0 5.00 1;0 $ 2.0 3.00 1.0 $ 6.0 10.00 4.0 $ 2.0 2.00 • $ 31.0 32.00 1.0 $ 31.0 32.00 1.0 $ 91.0 128.00 37.0 5 1,251.0 989.00 (272.0) $ 1,700.0 1,811.00 111.0 $ 76.0 60.00 (16.0) $ 155.0 32.00 (133.0) $ 1,596.0 1,201.00 (395.0) $ 14.0 14.00 • $ 34.0 34.00 - $ 6.0 6.00 - $ 8.0 9.00 1.0 $ 1.0 1.00 - $ 1.0 1.00 - S 3.0 3.00 - $ 8.0 5.00 (3.0) $ 2.0 2.00 - $ 11.0 10.00 (1.0) $ 101.0 95.41 (5.6) $ - 5 8 6.00 (16.0) $ PERIOD ENDING: 89,700.00 $ 100.00 $ 35.00 5 8.00 $ 2.50 $ 6.00 $ 10.00 $ 0.50 $ 1.55 $ 300.00 5 100.00 $ 7.00 $ 2.00 $ 25.00 $ 85.00 5 25.00 $ 600.00 S 75.00 $ 9.15 $ 5.25 5 10.65 $ 10.00 $ 225 $ 139.00 $ 6.80 $ 31.65 $ 39.05 $ 31.65 $ 10.00 5 2.50 $ 825.00 5 825.00 $ 6.00 $ 21.75 $ 23.75 $ 26.25 $ 4,000.00 5 220.00 5 61.30 5 61.30 $ 61.30 $ 51.30 5 61.30 $ 9.50 $ 61.30 $ 51.30 $ 61.30 $ 61.30 5 61.30 $ 0.85 5 10,800.00 $ 3,500.00 $ 85.00 $ 525.00 $ 2,500 .00 $ 250.00 $ 500.00 $ 790.00 $ 870.00 $ 4,000.00 $ 165.00 $ 118.00 $ 21.00 $ 26.00 $ 9.40 $ 50.00 $ 18.00 $ 2.90 5 90.00 $ 1,080.00 5 1,240.00 $ 1,670.00 $ 2,300.00 $ 1,140.00 $ 1,770.00 $ 200.00 $ 750.00 $ 1,310.00 5 90.00 $ 40.00 $ AMOUNT TO DATE 89,700.00 5 13,500.00 $ 4,760.00 $ 6,480.00 $ 657.50 $ 240.00 5 1,320.00 5 947.50 $ 32,26490 $ 1,500.00 $ 1,900.00 $ 392.00 $ 1,704.00 $ 400.00 $ 3,145.00 $ 500.00 $ 3,000.00 $ 375.00 $ $ 50,793,75 $ $ - $ - $ 1,112.00 $ 64,981.75 $ 64,320.40 5 23,732.64 $ 86,777.07 $ 17,450.00 5 1,250.00 $ 4,375.00 $ 1,850 .00 5 3,072.00 $ 58,311.75 5 18,287.50 5 23,703.75 $ 8,000.00 5 6,820.00 $ 5,946.10 $ 9,869.30 $ 39,967.60 $ 46,465.40 $ 6,681,70 $ 15,238.00 5 6,130.00 $ 27.339,80 $ 15,938.00 $ 17,777 .00 $ 18,083.59 $ 2,69280 $ 10,800.00 $ - $ 765.00 $ 6,300.00 $ 2,500.00 $ 500.00 $ 2,500.00 $ 2,370.00 $ 8,700.00 $ 8,000.00 5 5,280.00 $ 3,778.00 $ 2,688.00 $ 25,714.00 $ 17,023.40 $ 3,000.00 $ 576.00 $ 3,482.90 5 1,260.00 $ 36,720.09 5 7,440.00 5 16,530.00 $ 2,300.00 $ 1,140.00 $ 5,310.00 $ 1,000.00 $ 1,500.00 $ 13,100.00 $ 8,586.90 5 240.00 $ August 27, 2004 NET CHANGE CONTRACT AMOUNT - $ 89,700.00 (300.00) $ 13,900.00 (105.00) $ 4,865.00 96.0D $ 6,384.00 (42.50) $ 700.00 (684.00) 5 924.00 260.00 $ 1,060 .00 175.50 $ 772.00 5 32,264.80 300.00 5 1,200.00 • $ 1,900.00 (658.00) 5 1,050.00 (196.00) $ 1,900.00 (850.00) $ 1,25060 - $ ' 3,145.00 $ 500.00 600.00 $ 2,400.00 - $ 375.00 - - $ 50,793.75 $ • (4,530.00) $ 4,530.00 (7,089.75) 5 7,059.75 (1,665.00) 5 2,780.00 (16,618.25) $ 81,600.00 229.15 5 64,091.25 2,255.14 $ 21,477.50 2,685.82 $ 84,09125 2,450.00 $ 15,000.00 (950.00) $ 2,200.00 625.00 5 3,750.00 • $ 1,650.00 $ 3,072.00 (1,131.00) $ 59,442.75 (1,425.00) $ 19,712.50 26.25 $ 23,577.50 4,000.00 5 4,000.00 220 .00 5 5,500.00 1,716.40 S 4,229.70 (28,136.70) 5 38,006.00 13,805.50 $ 26,359.00 8,091.80 $ 38,373.80 4,720.10 5 1,961.60 570.00 $ 14,558.00 (1,042.10) $ 7,172.10 (2,08420) $ 29,424.00 2,942.40 $ .12,995.50 3.371.50 5 14,405.50 (2,145.50) $ 20,229.00 14.45 5 2,678.35 - $ 10,800.00 (3,500.00) $ 3,500.00 (340.00) 5 1,105.00 1,050.00 $ 5,250.00 $ 2,500.00 $ 500.00 500.00 S 2,000.00 790.00 $ 1,580.00 3,480.00 $ 5,220.00 $ 8,000.00 165.00 S 5,115.00 118.00 $ 3,658.00 777.00 $ 1,911.00 (7,072.00) $ 32,786.00 1,043.40 $ 15,980.00 (800 .00) $ 3,800.00 (2,394.00) $ 2,970.00 (1,145.50) $ 4,628.40 - $ 1,260.00 - 5 36,720.00 $ 7,440.00 1,670.00 $ 14,960.00 - $ 2,300.00 - $ 1,140.00 $ 5,310.00 (600.00) $ 1,600.00 $ 1,500.00 (1,310.00) $ 14,410.00 (503.10) $ 9,090.00 (640.00) $ 880.00 COMPENSATING CHANGE ORDER NO. 3 STREET RECONSTRUCTION M F LINO LAKES, MINNESOTA SSION NO. 12390-03 NO. DESCRIPTION 81 CONCRETE CURB AND GUTTER DESIGN 8518 62 8" CONCRETE DRIVEWAY PAVEMENT 83 8' CONCRETE DRIVEWAY PAVEMENT 84 INSTALL MAIL BOX SUPPORT 85 MAIL BOX SUPPORT 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 SILT FENCE, TYPE PREASSEMBLED 103 INLET PROTECTION 104 SODDING TYPE SALT RESISTANT 105 EROSION CONTROL BLANKET 106 SEEDING (INCL SEED MIX 505 OR 604 FERTILIZED MULCH & DISC ANCHORING)* SUBTOTAL ESTIMATE NO. 7 CHANGE ORDER NO.1 1 ADJUSTMENT OF COMMON EXCAVATION UNIT PRICE TO REFLECT A REDUCTION OF ONE -FOOT OF SELECT GRANULAR BORROW FILL OCTERIAL D HIGH EARLY STRENGTH CONCRETE CURB AND GUTTER TO ILITATE LATE SEASON CONSTRUCTION. ADD 8618 CONCRETE . &G 3 ADD NATIVE PLANTINGS AND SEEDING (GRASSES/FORBS/ WILDFLOWERS) AROUND THE STORM PONDS PER RICE CREEEK WATERSHED DISTRICT REQUIREMENT. (SEEDING REDUCED BY 1 ACRE) 4 ADD STORMWATER QUALITY POND AT SECOND AVENUE AND LAKE DRIVE PER RICE CREEK WATERSHED DISTRICT REQUIREMENT. MOBILIZATION CLEARING GRUBBING POND EXCAVATION RANDOM RIP RAP CLASS 10 TRAFFIC CONTROL SILT FENCE TYPE PREASSEMBLED WOOD FIBER BLANKET TYPE II SEEDING (INCL SEED MIX BOB OR 608, FERTILIZER, MULCH, AND DISC ANCHORING) 5 ADD SANITARY SERVICES CONNECT TO EXISTING SANITARY MH 6' PVC (SDR35) SANITARY SEWER 6'X4' PVC WYES 6' PVC CLEAN OUT 6 ADD SUNSET PEDESTRIAN/BIKEWAY TRAIL EXTENSION MOBILIZATION COMMON EXCAVATION AGGREGATE BASE, CLASS 5 TYPE LV AGG. 4 WEARING COURSE (8) FOR TRAIL REMOVE C &G SODDING TYPE SALT RESISTANT 7 ADD FOR ADDTIIONAL REMOVAL AND REPLACEMENT OF PEDESTRIAN/BIKEWAY TRAIL REMOVE BITUMINOUS SURFACING COMMON EXCAVATION AGGREGATE BASE, CLASS 5 TYPE LV AGG. 4 WEARING COURSE (8) FOR TRAIL 41 D LARGER AREA'S SODDING AND SEEDING QUANTITIES. ADD DOING TYPE SALT RESISTANT (SEEDING REDUCED BY 1.7 RES) ,DD STORM MANHOLE SUMP SECTION PER RICE CREEK WATERSHED DISTRICT REQUIREMENT. ADD 5' DIA. SUMP MANHOLE SECTION (4' DEPTH). SUBTOTAL CHANGE ORDER NO. 1 SALVAGE & REINSTALL STEEL PLATE BEAM GUARDRAIL WOODEN FENCE INSTALL SALVAGED FENCE TRAFFIC CONTROL SIGN PANEL$ TYPE C (INCLUDING POSTS & ASSEMBLY) SIGN PANELS TYPE D (INCLUDING POSTS & ASSEMBLY) INSTALL SIGN (INCL POST & ASSEMBLY) DELINEATOR TYPE (X4-2) PVMT MARK 24' STOP LINE WHITE -POLY PREFORMED PVMT MARK 4' DOUBLE SOLID LINE YELLOW -PAINT PVMT MARK. 4" SOLID LINE WHITE -PAINT ZEBRA CROSSWALK -WHITE POLY PREFORMED PEDESTAL FOUNDATION 125" RIGID STEEL CONDUIT RELOCATE CROSSWALK WARNING FLASHER SYSTEM TRANSPLANT TREE (3' CAL DECIDUOUS) CONTRACT UNIT QUANTITY LF SY SY EA EA LF LF LF LS SF SF EA EA LF LF LF SF EA LF SYS TREE LF EA SY SY ACRE 10,540.0 155.0 278.0 37.0 5.0 35.0 112.0 50.0 1.0 313.0 59.0 20.0 6.0 143.0 4,520.0 9,480.0 216.0 1.0 30.0 1.0 79.0 6,866.0 49.0 15,000.0 6,660.0 1.6 QUANTITY +/- UNIT TO DATE DIFFERENCE PRICE 10,651.00 210.60 120.00 37.00 35.00 • 1.00 150.00 30.00 10.00 6.00 132.00 4,428 .00 9,194.00 270.00 1.00 1.00 5.00 5,615.00 2.00 15,000.00 5,730 .00 1.23 111.0 $ 55.6 5 (158.0) $ $ (5.0) $ 5 (112.0) $ (50.0) $ S (163.0) 5 (29.0) $ (10.0) $ 5 (11.0) 5 (92.0) $ (286.0) $ 54.0 $ 5 (30.0) $ 5 (74.0) $ (1,251.0) $ (47.0) $ - 5 (930.0) $ CY 13,155.0 13,155.00 LF 4,169.0 4,169.00 ACRE LS EA EA CY CY LS LF SY ACRE EA LF EA EA . LS CY TON TON LF SY SY CY TON TON 1.0 1.0 40.0 40.0 1,010.0 9.0 1.0 365.0 490.0 0.3 1.0 120.0 2.0 1.0 1.0 193.0 210.0 49.0 8.0 1,552.0 8E5.0 415.0 355.0 108.0 1.00 1.0 40.0 40.0 1,010.0 9.0 1.0 135.0 0.3 1.00 12040 2.00 1.00 1 .00 193.00 210.00 49.00 8.00 1,552,00 895.00 415.00 355.00 106.00 SY 8,022.0 8,357.0 EA (0.4) $ 7.20 32.00 35.60 85.00 125.00 25.00 19.50 29.00 37,800.00 21.75 25.00 35.00 50.00 14.44 0.32 0.15 9.87 825.00 11.50 6,200.00 250.00 2.10 80.00 1.80 1.05 PERIOD ENDING: August 27, 2004 AMOUNT TO DATE 76,657.20 6,739.20 4,272.00 3,145.00 875.00 37,800.00 3,262.50 840.00 350.00 300.00 1,906.06 1,416.96 1,379.10 2,664.90 625.00 6,200.00 1,250.00 11,791.50 180.00 27,000.00 6,016.50 790.00 $ 971.70 $ 1,184,707.45 $ 10.51 $ 136,259.05 $ $ 0.60 $ 2,501.40 5 - 5 1.182.02 $ 1,182.02 $ • 5 1,800.00 5 - $ 125.00 $ - $ 50.00 $ $ 11.00 5 S 60.00 $ $ 300.00 $ (230.0) $ 2.10. 5 (490.0) $ 1.25 5 $ $ - $ . 335.0 $ 2,000.00 $ 300.00 $ 20.00 $ 200.00 $ 150.00 $ 1,000.00 $ 10.51 $ 6.80 $ 39.05 $ 2.50 $ 1.80 $ 1.55 $ 10.51 $ 6.80 $ 39.05 $ NET CHANGE 799.20 $ 1,779.20 $ (5,824.80) 5 . S (625.00) $ $ (1,450.00) $ $ (3.54525) $ (812.00) $ (350.00) $ (158.84) $ (29.44) $ (42.90) 532.98 $ - $ (345.00) $ $ (18,500.00) $ (2,627.10) $ (3,76040) $ $ (976.50) $ (2,184.00) CONTRACT AMOUNT 75,888.00 4,960.00 9,896.80 3,145.00 625.00 875.00 2,184.00 • 1,450 .00 37,800.00 6,807.75 1,652.00 700.00 300.00 2,064.92 1,446.40 1,422.00 2,131.92 625.00 345.00 6,200 .00 19,750.00 14,418.80 3,920.00 27,000.00 6,993.00 (292.30) $ 1,264.00 (67,421.04) $ 1,252,128.49 5 138,259.05 $ 2,501.00 5 1,162.02 1,800.00 $ - $ 5,000.00 5 $ 2,000.00 5 $ 11.110.00 $ - 5 540.00 5 $ 300.00 $ - $ 283.50 $ (483.00) $ $ (612.50) $ 600.00 $ $ 300.00 5 $ 2,400.00 5 • 5 400.00 $ 5 150.00 $ - 5 1,000.00 $ • $ 2,028.43 $ $ 1,428.00 $ $ 1,913.45 5 $ 20.00 $ 5 2,793.60 5 5 1,38725 $ 4,361.65 $ 2,414.00 $ 4,217.40 $ 1.80 5 15,042.60 $ 1,800.00 5,000.00 2,000.09 11,110.00 540.00 300.00 766.50 612.50 600.00 300.00 2.400.00 400.00 150.00 1,000.00 2,028.43 1,428.00 1,913.45 20.00 2,793.60 $ 1,36725 5 4,361.65 $ 2,414.00 $ 4,217.40 603.00 $ 14,439.50 2.0 2.00 $ 700.00 $ 1,400.00 $ $ 1,400.00 $ 204,832.35 $ (492.50) 5 205,324.85 COMPENSATING CHANGE ORDER NO. 3 E STREET RECONSTRUCTION F LINO LAKES, MINNESOTA ISSION NO. 12390 -03 n NO. DESCRIPTION CHANGE ORDER NO_ .2 1 SAFETY FENCE 2 STORM SEWER FABRIC 3 HANDSET CURB GRAVEL AT LMNGSTONS, MOVE WAGON WHEELS, INSTALL NEW 4 BLACK UNDER SOD 5 REPAIR SENIOR HOUSING POND 6 CRABAPPLE TREES 7 AMUR CHOKEBERRY 8 JAPANESE TREE LILAC 9 THORNLESS HAWTHORN 10 REPAIR WASHOUTS AT ELM STREET POND 11 CRABAPPLE TREES SUBTOTAL CHANGE ORDER NO. 2 TOTAL COMPENSATING CHANGE ORDER NO. 3 • • PERIOD ENDING: August 27, 2004 CONTRACT QUANTITY +1- UNIT AMOUNT NET CONTRACT UNIT QUANTITY TO DATE DIFFERENCE PRICE TO DATE CHANGE AMOUNT 1,388.0 1,388.00 - $ 1.31 3 1,818.28 $ • 5 1,818.28 12.0 12.00 - $ 320.00 $ 3,840.00 $ • $ 3,840.00 150.0 150.00 - $ 18.90 5 2,835.00 3 • $ 2,835.00 1.0 1 .00 - $ 2,330.70 5 2,330.70 5 5 2,330.70 1.0 1.00 $ 1,381.50 $ 1,381.50 $ - ▪ $ 1,381.50 18.0 18.00 - 5 173.00 $ 3,114.00 $ • $ 3,114.00 17.0 17.00 - $ 193.00 $ 3,111 .00 $ • $ 3,111.00 17.0 17.00 - $ 173.00 $ 2,941 .00 $ • 5 2,941.00 18.0 18.00 - $ 178 .00 $ 3,204.00 5 5 3,204.00 1.0 1.00 - $ 1,132.50 $ 1,132.50 $ - ▪ $ 1,132.50 10.0 10.00 - $ 173.00 5 1,730.00 $ • $ 1,730.00 $ 27,437.96 $ • $ 27,437.98 $ 1,416,977.78 $ (67,913.54) $ 1,484,891.32