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ITEM 3.5A Street Improvement Project 14-01 14-02
otS11.1: O MINNESOTA V DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT: REQUESTOR: MEETING DATE: Public Works City Engineer Wagner August 22, 2016 PRESENTER(s): REVIEWED BY: ITEM #: Consent Agenda City Administrator Johnson 3.5A Finance Director Flaherty AGENDA ITEM DETAILS RECOMMENDATION: Staff recommends approval of payment in the amount of $125,505.79 for the 70th Street/CSAH 37 Improvement Project, City Project No. 14-01 & 14-02 to Fehn Companies, Inc. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No I No BACKGROUND/JUSTIFICATION: This payment is being made for the paving of the bituminous trail. All improvements were officially completed as of July 29th, 2016. Only punch list items remain to be completed and City staff is working with the County and the Contractor to address these items. This payment does not include payment for final grading, turf establishment or erosion control. We anticipate the contractor submitting another request for these items in the near future. The City portion of this Pay Estimate is $125,505.79 (100% City) as the trail is completely the City's . SUPPORTING DOCUMENTS: x ATTACHED ❑ NONE List: Pay Estimate No. 7 Pay Estimate No. 7 Cost Breakdown POSSIBLE MOTION Please word motion as you would like it to appear in the minutes. Motion to approve payment to Fehn Companies, Inc. in the amount of $125,505.79 for the 70th Street/CSAH 37 Improvement Project, City Project No. 14-01 & 14-02. BUDGET INFORMATION FUNDING: BUDGETED: x YES MSAS Funds Region 7W Federal Funds o No PAY ESTIMATE #7 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P.217-112-002 and S.P.086-637-033 Date: August 16, 2016 Honorable Mayor & City Council City of Otsego 13400 90th Street NE Otsego, MN 55330 RE: 70th Street/CSAH 37 Improvement Project SP 217-112-002 and SP 086-637-033 Contractor: Fehn Companies, Inc. Award Date: May 11, 2015 Completion Date: July 1, 2016 Dear Honorable Mayor and Council Members: The following work has been completed on the above -referenced project by Fehn Companies, Inc. OWNER ITEM NO. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2021.501 Mobilization 1.00 LS $89,234.00 $ 89,234.00 0.75 $ 66,925.60 2 2041.610 Trainees 500 HOURS $1.00 $ 500.00 400 $ 400.00 3 2101.501 Clearing 3.2 ACRE $2,650.00 $ 8,160.00 3 $ 8,160.00 4 2101.506 Grubbing 3.2 ACRE $2,550.00 $ 8,160.00 3 $ 8,160.00 5 2104.501 Remove Curb & Gutter 435 LF $3.13 $ 1,361.55 157 $ 491.41 6 2104.501 Remove Pipe Culverts 520 1 LF $12.24 $ 6,364.80 863 $ 10,563.12 7 2104.505 Remove Bituminous Pavement 14548 SY $1.54 $ 22,403.92 14343 $ 22.088.22 8 2104.509 1 Remove Bollards 2 EACH $750.00 $ 1,500.00 2 $ 1,500.00 9 2104.509 Remove Sin 10 EACH $26.00 $ 260.00 10 $ 260.00 10 2104.513 Sawing Bit Pavement Full Depth) 689 LF $1.50 $ 1,033.50 329 $ 493.50 11 2104.521 Salvage Barbed Wire Fence 250 1 LF $3.00 $ 750.00 $ - 12 2104.523 Salvage Casting 2 EACH $100,00 $ 200.00 1 $ 100.00 13 1 2105.501 1 Common Excavation P 39992 CY $4.08 $ 163,167.36 42692 $ 174,183.36 14 1 2105.505 1 Muck Excavation E 2204 CY $4.31 $ 9,499.24 2204 $ 9,499.24 15 2105.621 Granular Borrow L 180 CY $10.66 $ 1,918.80 151 $ 1,607.00 16 2105.523 Common Borrow L 13098 CY $3.60 $ 47,162.80 13098 $ 47,152.60 17 2105.535 Salvaged Topsoil From Stockpile L 32622 CY $1.98 $ 64,591.56 24467 $ 48.444.66 18 2105.635 Salvaged Topsoil in Stockpile E 48809 CY $1.41 $ 68,820.69 48809 $ 68.820.69 19 2211.501 A re ate Base Class 3 or 4 40992 TON $6.39 $ 261,938.88 37688 $ 240.826.32 20 1 2211.501 lAggreciate Base Class 5 Mod 33142 TON 1 $11.34 $ 375,830.28 34949 $ 396,321.66 21 2221.601 Shoulder Base Aqgregate Class 2 1254 TON 1 $28.44 $ 35,663.76 781 $ 22,211.64 22 2232.501 Mill Bituminous Surface 1.5" 145 SY $5.17 $ 749.65 1263 $ 6,529.71 23 2357.502 Bituminous Material For Tack Coat 3431 GAL $2.18 $ 7,479.58 5325 $ 11,608.50 24 2360.501 Type SP 9.5 Wearing Course Mixture 3,C 4801 TON $64.97 $ 311,920.97 4804 $ 312,115.88 25 1 2360.501 IType SP 12.5 Wearin Course Mixture 2,8 2116 TON $58.56 $ 123,912.96 2374 $ 139,021.44 26 2360.502 Type SP 12.5 Non Wear Course Mixture 3,C 12745 TON $57.96 $ 738,700.20 11568 $ 670,481.28 27 2411.507 Concrete Flume 11 EACH $332.00 $ 3,652.00 9 $ 2,988.00 S.'\MunldpaM0TSEG0\3881(3) Coastmction\Pay Estimates and CO's\Pay Estimates\OT388 PE#7.xisx PAY ESTIMATE #7 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Bid Schedule "A" OWNER ITEM NO. MnIDOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT I AMOUNT USED TO DATE EXTENSION 28 2501.515 12" RC Pipe Apron 5 EACH $510.00 $ 2.550.00 6 $ 3,060.00 29 2501,515 15" RC Pi e A ron 6 EACH $510.00 $ 3,060.00 5 $ 2,550.00 30 2501.515 18" RC Pi e A ron 5 EACH $510.00 $ 2,550.00 5 $ 2.550.00 31 1 2501.515 121" RC Pipe Apron 3 EACH $510.00 $ 1,530.00 3 $ 1,530.00 32 2501.515 24" RC Pipe Apron 6 EACH 1 $510.00 $ 3.060.00 6 $ 3,060.00 33 2501.515 27" RC Pipe Apron 1 EACH $510.00 $ 510.00 1 $ 510.00 34 2501.515 30" RC Pipe Apron 1 EACH $612.00 $ 612.00 1 $ 612.00 35 2501.515 48" RC Pipe Apron 2 EACH $1,224.00 $ 2.448.00 2 $ 2,448.00 36 2601.525 28" S an RC Pipe -Arch Apron 2 EACH $510.00 $ 1,020.00 2 $ 1,020.00 37 2501.561 18" RC Pipe Culvert Design 3006 CL V all depths) 754 LF $30.60 $ 23,072.40 648 $ 19,828.80 38 2601.561 24" RC Pipe Culvert Design 3006 CL III all depths) 136 LF $37.00 $ 5,032.00 136 $ 5,032.00 39 2501.561 48" RC Pi a Culvert Design 3006 CL III all depths) 148 LF $133.00 $ 19.684.00 128 $ 17,024.00 40 2501.569 15" RC Safety Apron 2 EACH $612.00 $ 1.224.00 3 $ 1,836.00 41 1 2501.569 18" RC Safety Apron 34 EACH 1 $612.00 $ 20,808.00 30 1 $ 18,360.00 42 2501.569 24" RC Safety Apron 3 EACH $612.00 $ 1,836.00 3 $ 1,836.00 43 2501.669 30" RC Safety Apron 1 EACH $918.00 $ 918.00 1 $ 918.00 44 2501.673 Install Culvert Marker 31 EACH $60.00 $ 1.860.00 38 $ 2,280.00 45 2501.602 Outlet Structure 5 EACH $2,550.00 $ 12,750.00 5 $ 12.750.00 46 1 2501.602 Safety Grate for 24" RCApron 3 EACH $1.224.00 $ 3,672.0o 3 $ 3.672.00 47 2501.602 Safety Grate for 30" RC Apron 1 EACH $918.00 $ 918.00 1 $ 918.00 48 2501.602 Trash Guard for 24" Pipe Apron 6 EACH $612.00 $ 3.672.00 6 $ 3,672.00 49 2501.602 Trash Guard for 27" Pipe Apron 1 EACH $612.00 $ 612.00 1 $ 612.00 50 2501.602 Trash Guard for 30" Pipe Apron 1 EACH $612.00 $ 612.00 1 $ 612,00 51 1 2601.602 iTrash Guard for 48" Pi e Apron 2 EACH $1 224.00 $ 2,448.00 2 $ 2,448.00 52 2501.602 Trash Guard for 28" S an Apron 2 EACH $612.00 $ 1.224.00 2 $ 1,224.00 53 2502.501 4" Precast Concrete Headwall 64 EACH $204.00 $ 13,056.00 46 $ 9,384.00 54 2502.541 4" Perf PVC Pi a Drain 2305 LF $6.12 $ 14,106.60 2035 $ 12,454.20 55 2502.541 8" Perf PVC PI e Drain 450 LF $14.28 $ 6,426.001 543 $ 7,754.04 56 1 2503.541 28" S an RC Pipe -Arch Sewer CL III 106 LF $71.40 $ 7,568.40 106 $ 7.568.40 57 2503.541 12" RC Pipe Sewer Design 3006 CL V all depths) 101 LF $32.64 $ 3,296.64 137 $ 4,471.68 58 2503.541 15" RC Pipe Sewer Design 3006 CL V all de the 1917 LF $34.68 $ 66,481.56 1935 $ 67,105.80 59 2503,541 18" RC Pi a Sewer Design 3006 CL V all depths) 620 LF $34.68 1 $ 21 501.60 131 1 $ 4,543,08 60 2503.541 21" RC Pipe Sewer Design 3006 CL III all depths) 283 LF $36.72 $ 10,391.76 791 $ 29,045.52 61 2503.541 24" RC Pipe Sewer Design 3006 CL III all depths) 202 LF $38.76 $ 7,829.52 199 $ 7,713.24 62 2503.641 27" RC Pi a Sewer Design 3006 CL III all de the 77 LF $45.90 $ 3.534.30 81 $ 3,717.90 63 2503.541 30" RC Pi a Sewer Design 3006 CL III all depths) 419 LF $51.00 $ 21,369.OD 414 $ 21,114.00 64 2506.501 Construct Draina a Structure Design 484020 38.5 LF $612.00 $ 23,562.00 62.4 $ 38,188.80 65 2506.501 Construct Drainage Structure Design 54-4020 13.6 LF $918,00 $ 12.484.80 13.E $ 12,484.80 S.,\Munic1paM0TSEG0\388\(3) Constmction\Pay Estimates and CO's\Pay EstimateskOT388 PE#7.xlsx PAY ESTIMATE #7 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 OWNER ITEM NO. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 66 2506.501 Construct Drainage Structure Design 60A020 12.2 LF $714.00 $ 8,710.80 11.9 $ 8,496.60 67 2506.501 Construct Drainage Structure Design 66AO20 4.6 LF $816.00 $ 3,753.60 4.6 $ 3,753.60 68 2506.501 Construct Drainage Structure Design H 16.6 LF $408.00 $ 6,772.80 .0 $ - 69 2606.501 Construct Drainage Structure Design N 41.9 LF 1 $408.00 $ 17,095.20 34.9 1 $ 14,239.20 70 2515.503 Articulated Interlocking Block Open Cell, Type A 319 SY $110.00 $ 35,090.00 293 $ 32 230.00 71 2521.501 4" Concrete Walk 9602 SF $3.11 $ 29,862.22 8012 $ 24.916.08 72 2531.501 Concrete Curb & Gutter Design B424 4601 LF $13.00 $ 59,813,00 4661 $ 60.593.00 73 1 2531.501 lConcrete Curb & Gutter Design B418 3698 LF $11.30 $ 41,787.40 3698 $ 41,787A0 74 2531.501 Concrete Curb & Gutter Design S518 444 1 LF $15.38 $ 6,828.72 444 $ 6,828.72 75 2531.507 6" Concrete Drtveway Pavement 535 SY $39.72 $ 21 250.20 543 $ 21,567.96 76 2531.618 Truncated Domes 48 SF $36.72 $ 1,762.56 $ - 77 2540.602 Install Mail Box Support 12 EACH $143,00 $ 1,716.00 12 $ 1.716.00 78 1 2545.501 1 Electric Light System 1 LS 1 $73.909.00 $ 73,909.00 1.00 $ 73,909.00 79 2563.601 Traffic Control 1 LS $7,548.00 $ 7.548.00 .8 $ 5,736.48 80 2564.531 Sign Panels, Type C 334 SF $33.15 $ 11,072.10 376 $ 12.463.74 81 2573.502 Silt Fence, Type MS 22650 LF $2.34 $ 53,001.00 21058 $ 49.275.72 82 2573.530 Storm Drain Inlet Protection 53 EACH $153.00 $ 8,109.00 33 $ 5,049.00 83 1 2573.533 ISediment Control Log Type Straw 640 LF $2.04 $ 1,305.60 1300 $ 2,652.00 84 2573.535 Stabilized Construction Exit 1 LS $1,500.00 $ 1,500.00 .66 $ 990.00 85 1 2574.508 1 Fertilizer Type 1 8150 LBS $0.77 $ 6,275.50 8000 $ 6,160.00 86 2675.501 Seeding 16.3 ACRE $102.00 $ 1,662.60 16 $ 1,632.00 87 2575.502 Seeding Mixture - 25-141 786 1 LBS $4.08 $ 3,206.88 800 $ 3.264.00 88 2575.502 Seeding Mixture - 25-151 330 LBS $3.26 $ 1,075.80 300 $ 978.00 89 2575.511 Mulch Material Ty e 1 33 TON 1 $153.00 $ 5,049.00 28 $ 4,238.10 90 1 2575.523 1 Erosion Control Blanket - Category 2 10249 SY 1 $1.22 $ 12,503.78 13972 $ 17,045.84 91 2580.601 Interim Pavement Markin - Paint 1 LS $8.740.00 $ 8,740.001 1 $ 8.740.00 92 2582.501 Pavement Message Left Arrow -Paint 10 EACH $71.40 $ 714.00 $ - 93 2582.501 Pavement Message (Right Arrow - Paint 6 EACH $71.40 $ 428.40 $ 94 2582.501 Pavement Message hru Arrow - Paint 9 EACH $71.40 $ 642.60 $ 95 1 2582.501 1 Pavement Message Yield - Paint 3 EACH 1 $112.20 $ 336.60 $ - 96 2582.502 4" Solid Line White - Paint 24500 LF $0.09 $ 2,205.00 24709 $ 2,223.81 97 2582.502 8" Solid Line White - Paint 236 LF $0.09 $ 21.24 $ 98 2582.502 IT'Dotted Line White - Paint 171 LF $1.53 $ 261.63 $ - 99 2582.502 12"Sto Line White -Paint 56 LF $2.55 $ 142.80 $ 100 2582.502 4" Solid Line Yellow - Paint 1501 1 LF $0.09 $ 135.09 1501 $ 135.09 101 2582.502 24" Solid Line Yellow - Paint 547 LF $2.45 $ 1,340,15 $ - 102 2582.502 4" Double Solid Line Yellow - Paint 13370 LF $0.17 $ 2,272.90 12872 $ 2,188.24 S,.\Municipa11A0TSEG01388\(3) Construcb-Tay Estimates and CO'stPay EstimalestOT388 PE#7.XIeX PAY ESTIMATE #7 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 OWNER ITEM NO. MnIDOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 103 1 2582.603 1 Pavement Marking Special -Paint 61 LF 1 $4.59 5 279.99 $ - Total Bid Schedule "A" $ J,1l2,J98.Z4 5 3,u1U,011.1b ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2104.605 Additional Bituminous Pavement Removed 791 CY $10.08 $ 7,973.28 791 $ 7,973.28 2 2021.501 Mobilization 3 EACH $412.50 $ 1237.50 3 $ 1.237.60 3 Relocate Special Sign 2 EACH $605.00 $ 1.210.00 1 $ 605.00 Signs Installed on 6123115 4 2563.601 48" Road Closed Ahead 85 PER DAY $0.75 $ 63.75 122 $ 91.50 5 2563.601 48" Detour Ahead 85 PER DAY $0.75 $ 63.75 122 $ 91.50 6 2563.601 (8) Detour Guidance Assemblies + Portable Supports (10.2 SF/Each @ $0.16 SF/Da + $0.47 su ortida 85 PER DAY $16.82 $ 1,429.70 122 $ 2,052.04 7 2563.601 3 T e III Barricades $1.53//Each/Da 85 PER DAY $4.59 $ 390.15 122 $ 559.98 8 2563.601 6 T e A Flasher $Q25//EachlDa 85 PER DAY $1.50 $ 127.50 122 $ 183.00 9 1 2663.601 (4) 60" x 30" Road Closed Miles Ahead Sign (12.5 SF/Each $0.16 SF/Da 85 1 PER DAY 1 $8.00 $ 680.00 122 $ 976.00 10 1 2563.601 2 48" x 18" Detour Sin 6 SF/Each $0.16 SF/Da 85 PER DAY $1.92 $ 163.20 122 $ 234.24 Signs Installed on 6130115 11 1 2563.601 (9) Detour Guidance Assemblies + Portable Supports (10.2 SF/Each 9 $0.16 SF/Da + $0.47 support/day) 78 T PER DAY $18.92 1 $ 1,475,76 115 1 $ 2,175.80 Signs Installed on 712415 12 2563.601 2 48" Road Closed Sin $0.75 per sign/day) 75 PER DAY $1.50 $ 112.50 113 $ 169.50 13 2563.601 3 48" Detour Ahead Sign $0.75 per sign/day) 75 PER DAY $2.25 $ 168.76 113 $ 254.25 14 2563.601 (19) Detour Guidance Assemblies + Portable Supports (10.2 SF/Each a $0.16SF/Day +$0.47su crl/da 75 PER DAY $39,94 $ 2,995.50 113 $ 4.513.22 15 2563.601 (2) Special 8N' x 48" Signs (28 SF/Each @ $38.59 SF) 56 SF $38.59 $ 2.161.04 56 $ 2.161.04 Total Change Order No. 1 $ 20,252.38 $ 23,277.85 ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2545.501 Electric Light System -1 LS $73,909.00 $ 73,909.00 -1 $ 73,909.00 2 2545.501 Electric Light System 1 LS $76,830.38 $ 75,830.38 1.00 $ 75,830.38 Total Minor Work Order No. 1 $ 1,921.38 $ 1,921.38 ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2105.505 Muck Excavation E 26636 CY $4.31 $ 114,801.16 36689 $ 158,129.59 2 2105.522 Select Granular Borrow L 9500 CY $10.44 $ 99.180.00 8329 $ 86,954.76 3 2105.523 Common Borrow L 14894 CY $3.60 $ 63,618.40 24328 $ 87.580.80 4 2105.604 Gectextile Fabric, Type 5 1600 SY $4.50 $ 7,200.00 $ Total Supplemental Agreement No.1 $ 274,799.56 $ 332,655.15 S:1Munldpa8A0TSEG011881(3) Constwellon)Pay Estimates and CO's\Pay Esfimates10T388 PE#7.xlsx PAY ESTIMATE #7 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 OWNER ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2211.501 Aggregate Base Class 5 Mod 1500 TON $11.34 $ 17,010.00 1508 $ 17,100.72 2 2451.609 Crushed Rock 3" Recycle) 300 TON $38.93 $ 11,679.00 323 $ 12,569.33 Total Work Order No. 2 $ 28,689.00 $ 29,s7o.o5 ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2360.501 Type SP 9.5 Wear Course Mixture 3,C 1 LS -$4,376.56 $ 4,376.56 1 $ 4,376.56 2 2360.502 Type SP 12.5 Non Wear Course Mixture 3,C 1 LS -$765.34 $ 765.34 1 $ 765.34 Total Change Order No. 2 $ (5,141.90) $ (5,141.9U) ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USEDTO DATE EXTENSION 1 Lowering small utilities: Sta 216+75 to 220+00 1 LS $1,980.62 $ 1,980.62 1 $ 1,980.62 2 Lower small utility, crossings: Ste 216+50, 181+90, & 192+90 1 LS $1.320.51 $ 1.320.51 1 $ 1,320.51 3 Excavate and Backfill for conduit Crossing under 48' culvert 1 LS $621.86 $ 621.86 1 $ 621.86 4 Add field access: Sta 231+50 1 LS $504.90 1 $ 504.90 1 $ 504.90 5 1 1 Raise field access and widen: Ste 159+00 1 LS $1,852.42 $ 1,852.42 1 $ 1.852.42 6 Raise trailgrade: Ste 232+90 to 234+40 1 LS $896.97 $ 896.97 1 $ 896.97 7 Change Ditch and relocate field access; Sta 162+00 1 LS $352.33 $ 352.33 1 $ 352.33 8 Relocate field access: Sta 225+00 1 LS 1 $504.90 $ 504.90 1 $ 504.90 9 Add benn:Sta 22+76 1 LS $159.20 $ 159.20 1 $ 159.20 10 1 lRevise driveway: Sta 191+60 1 LS $405.05 $ 405.05 1 $ 405.05 11 Relocate Mailbox: Sta 223+00 1 LS $220.00 $ 220.00 1 $ 220.00 12 Revise stone sewer. Ste 214+00 1 LS $1,800.00 1 $ 1,800.00 1 1 $ 1,800.00 Bid Schedule "A" Change Order No. 1 Minor Work Order No. 1 Supplemental Agreement No. 1 Minor Work Order No. 2 Change Order No. 2 Minor Work Order No. 3 TOTAL TOTAL WORK COMPLETED TO DATE LESS 5% RETAINAGE: ERODIBLE ACREAGE WITHHOLDING ($3,000/ DISTRUBED ACRE) LESS PAY ESTIMATE NO.1 LESS PAY ESTIMATE NO.2 LESS PAY ESTIMATE NO.3 LESS PAY ESTIMATE NOA LESS PAY ESTIMATE NO.5 LESS PAY ESTIMATE NO.6 WE RECOMMEND PAYMENT OF: Total Work Order No. 3 $ 10,618.76 $ 10,618.76 $ 3,122,398.24 $ 3,019,671.76 $ 20,262.38 $ 23,277.85 $ 1,921.38 $ 1,921.38 $ 274,799.66 $ 332,665.16 $ 28,689.00 $ 29,670.05 $ (6,141.90) $ (6,141.90) $ 10,618.76 $ 10,618.76 $ 3,453,537.42 $ 170,634.15 $ 36,675.00 $ 467,681.93 $ 445,805.94 $ 878,304.66 $ 718,081.15 $ 272,976.24 $ 307,018.29 $ 125,505.79 5:WunictpaM0TSEG0\3881(3) ConstmctionlPay Estimates and CO's1Pay Estimates\OT388 PE#7.xlsx PAY ESTIMATE #7 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 APPROVALS: CONTRACTOR: FEHN COMPANIES, INC. Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. ENGINEER: HAKANSON ANDERSON ASSOCIATES, INC. Certification by Engineer: We recommend payment for work and quantities as shown. Title: OWNER: CITY OF OTSEGO Date OWNER S*.WUn1cipaM0TSEGM4388%(3) ConstructionTay Estimates and WsTay EsBmates\OT388 PE#7.xtsx 'null I = ON11011 0 0-1101 ME 1 '111 1 HIM Ills a Bills 11111111 111111119 1111111 ii 1 1111118 112111111 111 1 311 Ills