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ITEM 3.7A Street Improvement Project 14-01 14-021V otS11.1= O MINNESOTA V DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT: REQUESTOR: MEETING DATE: Public Works City Engineer Wagner June 27, 2016 PRESENTER(s): REVIEWED BY: ITEM #: Consent Agenda Finance Director Flaherty 3.7A AGENDA ITEM DETAILS RECOMMENDATION: Staff recommends approval of payment in the amount of $307,018.29 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 No BACKGROUND/JUSTIFICATION: This payment is being made for work completed through June 20, 2016. The final lift of pavement, shouldering, and final striping has recently been completed. Only completion of the trail (shaping the class 5 placed last year and paving the trail), final grading, and final turf establishment remain to be completed. HAA has met with the contractor to address site erosion issues as well as turf establishment issues. There have been concerns with weeds and finish grading of residents front yards. Many of the weeds showing along the road side are part of the MnDOT general road side seed mix and is design to grow quick and hold soil in place while the grass establishes underneath. These weeds are mostly a form of wheat grass that will die off after a season or two and allow the grass to take over. The grading along the south side of the road has been completed for the most part. The north side of the road near the trail has yet to be finish graded and seeded. The contractor will be reworking ALL residents yards on both sides of the road which the final grading and turf establishment. This pay estimate (#6) includes Minor Work Order #3. Minor Work Order #3 has been in dispute with the contractor since the end of last year's construction season but has been agreed upon now. MWO #3 includes many various extra work items necessary to complete the project as contemplated and within the allotted time frame. The City portion of this Pay Estimate is $215,248.02 with the County portion being $91,770.27. SUPPORTING DOCUMENTS: x ATTACHED ❑ NONE List: Pav Estimate No. 6 Pay Estimate No. 6 Cost Breakdown Minor Work Order #3 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 $307,018.29 for the 701h 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 #6 CONTRACTOR CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Date: June 22, 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. Bid Schedule "A" 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 $ 66,925.50 2 2041.610 Trainees 500 HOURS $1.00 $ 500.00 400 $ 400.00 3 2101.501 Glearin 3.2 ACRE $2,550.00 $ 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 Pi e Culverts 520 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 Remove Bollards 2 EACH $750.00 $ 1,500.00 2 $ 1,500.00 9 2104.509 1 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 Salva a Barbed Wire Fence 250 LF $3.00 $ 750.00 $ 12 2104.523 Salva e asting 2 EACH $100.00 $ 200.00 1 $ 100.00 13 2105.501 Common Excavation P 39992 CY $4.08 $ 163,167.36 42692 1 $ 174,183.36 14 1 2105.505 Muck Excavation EV 2204 CY $4.31 $ 9,499.24 2204 $ 9,499.24 15 2105.521 Granular Borrow L 180 CY $10.66 $ 1.918.80 151 $ 1,607.00 16 2105.523 Common Borrow L 13098 CY $3.60 $ 47,152,80 13098 $ 47,152.80 17 2105.535 Salva ed Topsoil From Stockpile L 32622 CY $1.98 $ 64.591.56 24467 $ 48,444.66 18 2105.535 Salva ed Topsoil in Stockpile ile E 48809 CY $1.41 $ 68,820.69 48809 1 $ 68,820.69 19 2211.501 Aggregate Base Class 3 or 4 40992 TON $6.39 $ 261,938.88 37688 $ 240,826.32 20 2211.501 Aaareciate Base Class 5 Mod 33142 TON $11.34 $ 375,830.28 34949 $ 396,321.66 21 2221.501 Shoulden-BaseAggre ate Class 2 1254 TON $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 1 $ 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 2360.501 T e SP 12.5 Weanin Course Mixture 2,B 2115 TON $58.56 $ 123,912.96 118 $ 6,910.08 26 2360.502 T e 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:WunidpalWOTSEG0\388\(3) Construction\Pay Estimates and CO's\Pay Estimates\OT388 PEi/8.xisx PAY ESTIMATE #6 CONTRACTOR CITY OF OTSEGO 70th. Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Rini Crharirrlr "A" ITEM NO. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT 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 2501.515 21" RC Pipe Apron 3 EACH $510.00 $ 1,530.00 3 1 $ 1,530.00 32 2501.515 24" RC Pipe Apron 6 EACH $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 Pi e A ron 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 2501.525 28" Span 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 2501.561 24" RC Pi e Culvert Design 3006 CL III all depths) 136 LF $37.00 $ 5,032.00 136 $ 5,032.00 39 2501.561 48" RC Pipe Culvert Design 3006 CL III all depths) 148 LF $133.00 $ 19,684.00 128 $ 17,024.00 40 2501.569 15" RC Safet Aron 2 EACH $612.00 $ 1,224.00 3 $ 1,836.00 41 2501.569 18" RC Safety Apron 34 EACH $612.00 $ 20,808.00 30 $ 18,360.00 42 2501.569 24" RC Safety Apron 3 EACH $612.00 $ 1.836.00 3 $ 1,836.00 43 2501.569 30" RC Safety Apron 1 EACH $918.00 $ 918.00 1 $ 918:00 44 2501,573 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 2501.602 SafetyGrate for 24" RC Apron ron 3 EACH $1,224.00 $ 3,672.00 3 $ 3,672.00 47 2501.602 Safet Grate for 30" RCApron 1 EACH $918.00 $ 918.00 1 $ 918.00 48 1 2501.602 ITrash Guard for 24" Pipe Apron 6 EACH $612.00 $ 3,672.00 6 1 $ 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 1 $612.00 $ 612.00 1 $ 612.00 51 2501.602 Trash Guard for 48" Pipe Apron 2 EACH $1,224.00 $ 2,448.00 2 $ 2,448.00 52 2501.602 Trash Guard for 28" Span Apron 2 EACH $612.00 $ 1,224.00 2 $ 1,224.00 53 1 2502.501 4" Precast Concrete Headwall 64 EACH $204.00 $ 13,056,00 46 1 $ 9.384.00 54 2502.541 4" Pert PVC Pipe Drain 2305 LF $6.12 $ 14,106.60 2035 $ 12,454.20 55 2502.541 8" Perf PVC Pipe Drain 450 LF $14.28 $ 6,426.00 543 $ 7,754.04 56 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)p101 LF $32.64 $ 3,296.64 137 $ 4.471.68 58 1 2503.541 15" RC Pipe Sewer Design 3006 CL V all depths) 1917 LF $34.68 $ 66,481.56 1935 $ 67,105.80 59 2503.541 18" RC Pipe Sewer Design 3006 CL V all depths) 620 LF $34.68 $ 21,501.60 131 $ 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 2503.541 27" RC Pipe Sewer Design 3006 CL III all depths) 77 LF $45.90 $ 3,534.30 81 $ 3.717.90 63 2503.541 30" RC Pipe Sewer Desi n 3006 CL III all depths) the 419 LF $51.00 $ 21,369.00 414 $ 21,114.00 64 2506.501 Construct Drainage e Structure Design 48-4020 38.5 LF $612.00 $ 23,562.00 62.4 $ 38,188.80 65 2506.501 Construct Drainage e Structure Design 54-4020 13.6 LF $918.00 1 $ 12,484.80 13.6 $ 12 484.80 S:\vtunicipat\A0TSEG01388\(3) Construction\Pay Estimates and CO's\Pay Estimates\OT388 PE#S.xlsx PAY ESTIMATE #6 CONTRACTOR CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Bid Schedule "A" 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 60-4020 12.2 LF $714.00 $ 8,710.80 11.9 $ 8,496.60 67 2506.501 Construct Draina a Structure Design 66.4020 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 2506.501 1 Construct Drainage Structure. Design N 41.9 LF $408.00 $ 17 095.20 34.9. $ 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 Concrete Curb & Gutter Design B418 3698 LF $11.30 $ 41,787.40 3698 $ 41,787.40 74 2531.501 Concrete Curb & Gutter Design S518 444 LF $15,38 $ 6,828.72 444 $ 6,828.72 75 2531.507 6" Concrete Driveway Pavement 535 SY $39.72 $ 21,25020 543 1 $ 21,567.96 76 2531.618 Truncated Domes 48 SF $36.72 $ 1,762.56 $ 77 2540,602 Install Mail Box Su port 12 EACH $143.00 $ 1,716.00 12 $ 1,716.00 78 1 2545.501 Electric Light System 1 LS $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 Sin 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 1 33 $ 5,049.00 83 1 2573.533 Sediment 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 2574.508 FertilizerType 1 8150 LBS $0.77 $ 6,275.50 8000 $ 6,160.00 86 2575.501 Seedin 16.3 ACRE $102.00 $ 1.662.60 16 $ 1,632.00 87 2575.502 Seedin Mixture-25-141 786 LBS $4.08 $ 3,206.88 800 $ 3,264.00 88 1 2575.502 1 Seeding Mixture - 25-151 330 LBS $326 $ 1.075.80 300 $ 978.00 89 2575.511 Mulch Material Type 1 33 TON $153.00 $ 5,049.00 28 $ 4,238.10 90 2576.523 Erosion Control Blanket - Category 2 10249. SY $1.22 $ 12,503.78 13972 1 $ 17,045.84 91 2580.601 Interim Pavement Markin - Paint 1 LS $8,740.00 $ 8,740.00 1 $ 8,740.00 92 2582.501 Pavement Messa e Left Arrow - Paint 10 EACH $71.40 $ 714.00 $ 93 1 2582.501 1 Pavement Message (Right Arrow - Paint 6 EACH $71.40 $ 428.40 $ 94 2582.501 Pavement Message Thru Arrow - Paint 9 EACH $71.40 $ 642.60 $ 95 2582.501 Pavement Message Yield - Paint 3 EACH $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 1 2582.502 8" Dotted Line White - Paint 171 LF $1.53 $ 261.63 $ 99 2582.502 12" Stop LineWhite - Paint 56 LF $2.55 $ 142.80 $ 100 2582.502 4" Solid Line Yellow - Paint 1501 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 1 $0,17 $ 2,272.90 1 12872 1 $ 2,188.24 S:\1v1unicipal\A0TSEG0\388\(3) Canstruction\Pay Estimates and CO's\Pay Estimates\OT388 PE#6.Xlsx PAY ESTIMATE #6 CONTRACTOR CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Bid Schedule "A" ITEM NO. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO I DATE I EXTENSION 103 1 2582.603 1 Pavement Madding Special -Paint 61 1 LF $4.59 1 $ 279.99 1 $ Total Bid Schedule "A" $ 3,122,398.24 $ 2,887,660.40 Change Order No.1 ITEM NO. I SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT I USED TO DATE EXTENSION 1 2104.505 Additional Bituminous Pavement Removed 791 CY $10.08 $ 7,973.28 791 $ 7,973.28 2 2021.501 Mobilization 3 EACH $412.50 $ 1.237.50 3 $ 1,237.50 3 Relocate Special Sin 2 EACH $605.00 $ 1,210.00 1 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 Q $0.16 SF/Da + $0.47 support/day) 85 PER DAY $16.82 $ 1.429.70 122 $ 2,052.04 7 2563.601 3. T e III Barricades $1.53HEach/Da 85 PER DAY $4.59 $ 390.15 122 $ 559.98 8 2563.601 1 & Type A Flasher $0.25//Each/Da 85 PER DAY $1.50 $ 127.50 122 $ 183.00 9 2563.601 (4) 60" x 30" Road Closed Miles Ahead Sign (12.5 SF/Each $0.16 SF/Da 85 PER DAY $8.00 $ 680.00 122 $ 976.00 10 2563.601 2 48" x 18" Detour Sin 6 SF/Each @ $0.16SF/Da 85 PER DAY $1.92 $ 16320 122 $ 234.24 Signs Installed on 6130115 11 1 2563.601 (9) Detour Guidance Assemblies + Portable Supports (10.2 SF/Each @ $0.16 SF/Da + $0.47 support/day) 78 PER DAY $18,92 $ 1,475.76 115 $ 2,175.80 Signs Installed on 712115 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 n $0.75 per sign/day) 75 PER DAY $2.25. $ 168.75 113 $ 254.25 14 2563.601 (19) Detour Guidance Assemblies + Portable Supports (10.2 SF/Each $0.16SF/Da +$0.47su ort/da 75 PER DAY $39.94 $ 2,995.50 113 $ 4,513.22 15 2563.601 (2) Special 84" 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 Minor Work Order No. 1 - LED Lighting ITEM NO. I SPEC NO. I ITEM DESCRIPTION ESTIMATED QUANTITY I 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 $ 3,909.00 2 2545.501 Electric Light System 1 LS $75,830.38 $ 76,830.38 1.00 $ 75,830.38 Total Minor Work Order No. 1 $ 1,921.38 $ 1,921.38 Supplemental Agreement No.1 ITEM NO. I SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY I UNIT CONTRACT UNIT PRICE CONTRACT I AMOUNT I USED TO DATE I EXTENSION 1 2105.505 Muck Excavation E 26636 CY $4.31 $ 114,801.16 36689 $ 158,129.59 2 2105.522 Select Granular Borrow LV 9500 CY $10.44 $ 99,180.00 8329 $ 86,954.76 3 2105.523 Common Borrow L 14894 CY $3.60 $ 53.618.40 24328 $ 87,580.80 4 2105.604 Geotextile Fabric, Type 5 1600 SY $4.50 $ 7,200.00 Total Supplemental Agreement No.1 $ 274,799.56 $ 332,665.16 S:\Nlunic1paM0T3EG0\388\(3) Construction\Pay Estimates and CO's\Pay Estimates\OT388 PE#6.xisx PAY ESTIMATE #6 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Minnr Wnrk Order Nn 2 _ Rnael Rtahili-finn CONTRACTOR ITEM NO. SPEC NO. I ITEM DESCRIPTION ESTIMATED I QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO I DATE I 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 1 $38.93 $ 11,679.00 323 $ 12,569.33 Total Work Order No. 2 $ 28,689.00 $ 29,670.05 Chan- Order Nn_ 2 - Ritunninnus ❑edurdinn ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT I UNIT PRICE CONTRACT AMOUNT USED TO I DATE EXTENSION 1 2360,501 IType SP 9.5 Wear Course Mixture 3,C 1 LS -$4,376.56 $ 4,376.56 1 $ (4,376.56) 2 2360.602 T p e SP 12.5 Non Wear Course Mixture 3,C 1 LS 1 -$765.34 1 $ 765.34 1 $ 765.34 Total Change Order No. 2 $ (5,141.90) $ (5,141.90) MinnrlNnr4 rMriar Mn 4 -W., Fnr A Wnrk A--tc ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT ICONTRACTI UNIT PRICE CONTRACT I AMOUNT USED TO 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: Sta 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 $ 504.90 1 $ 504.90 5 Raise field access and widen: Sta 159+00 1 LS $1,852.42 $ 1,852.42 1 $ 1,852.42 6 Raise trail rade: Sta 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 5 Relocate field access: Sta 225+00 1 LS $504.90 $ 504.90 1 $ 504.90 9 Add berm:Sta 22+75 1 LS $159.20 $ 159.20 1 1 $ 159.20 10 Revise driveway: Ste 191+50 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 storm sewer. Sta 214+00 1 1 LS $1.800.00 $ 1.800.00 1 $ 1.800.00 Total Work Order No. 3 $ - 10,618.76 $ 10,618.76 Bid Schedule "A" $ 3,122,398.24 $ 2,887,560.40 Change Order No. 1 $ 20,252.38 $ 23,277.85 Minor Work Order No. 1 $ 1,921.38 $ 1,921.38 Supplemental Agreement No. 1 $ 274,799.56 $ 332,666.15 Minor Work Order No. 2 $ 28,689.00 $ 29,670.05 Change Order No. 2 $ (5,141.90) $ (5,141.90) Minor Work Order No. 3 $ 10,618.76 $ 10,618.76 TOTAL $ 3,453,537.42 TOTAL WORK COMPLETED TO DATE $ 3,280,571.69 LESS 5% RETAINAGE: $ 164,028.58 ERODIBLE ACREAGE WITHHOLDING ($3,000/ DISTRUBED ACRE) $ 36,675.00 LESS PAY ESTIMATE NO.1 $ 457,681.93 LESS PAY ESTIMATE NO.2 $ 445,805.94 LESS PAY ESTIMATE NO.3 $ 878,304.66 LESS PAY ESTIMATE NOA $ 718,081.15 LESS PAY ESTIMATE NO.5 $ 272,976.24 WE RECOMMEND PAYMENT OF: $ 307,018.29 S:\MunidpaM0TSEG0\388\(3) Construction\Pay Estimates and CO's\Pay Estmates\OT388 PE#6,xlsx PAY ESTIMATE #6 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. Signed: Title: Date OWNER: CITY OF OTSEGO Signed: CONTRACTOR S:Vdunicipa1\A0TSEG0\388\(3) Construction\Pay Estimates and CO's\Pay Estimates\OT388 PE46.xlsx PAY ESTIMATE its- COST BREAKDOWN S.P. 217-112-002 & S.P. 086437-033 70TH STREET NEICSAH 37 IMPROVEMENT PROJECT CITY OF OTSEGO AND WRIGHT COUNTY S.P. 217412-002 S.P. 0864637-033 Roadway Storrs Sewer TOTAL Roadway Storm Sewer TOTAL Item No. Spec. Ref Desert Bon Unit ..itPrice Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Data Cost Extension Estimated Quantity Cost Extension "Uaed to Date^ Extension Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension "Use d to Date" Extension Cost Extension Total Estlanded QuantityExtension Total Estimated Total Used to Date Total "Used to Date" Extension 1 M21.501 Mobilizatiar LS $89234.00 0.61 S 5443774 0.46 S 41047.64 GAS $ 446130 0.03 $ 2677.02 0.66 $ 58894.44 0.49 $ 43724.66 0.32 $ 28554.88 0.25 $ 2 308.50 0,02 7784.68 0:01 89234 0.34 $ 30339.56 0.26 $ 232W,84 1,00 $69234.00 0.75 $66925:M 2 2041.610 Trainees HR $100 3W $ 305.00 400 $ 400.W 25 25,W $ - 330 $ 330.00 400 $ 400.00 160 $ 1M.W 5 - 10 $ 10.m $ - 170 S 17OW 0 $ - 5m $50800 400 $400.00 3 4 2101501 21 G1.SOfi Clearin Grubbin ACRE ACRE S 550.W S25W.W 2 2 $ 5100.00 S 5100.00 2D 2.0 $ 5100.00 $ 5100.OG $ - $ 2 2 $ 5100.00 S 51 W.W 20 20 $ 51D0.00 $ 5100.00 1.2 12 $ 3060,00 S 30WO0 1.2 12 $ 3060.00 S 30M.W $ - S - $ - $ - 1.2 1.2 $ 3060.00 $ 3060.00 1.2 1.2 $ 30W;00 30WO0 3.2 32 $8160.00 $81M.00 3.2 3.2 $81M.W $8.i60.W 5 2104,501 Remove Curb & Guttet LF $3.13 137 $ 428.81 157 $ 491.41 $ - $ - 13T S 428.81 157 $ 491.41 2% S 932,74 $ - S - $ - 298 $ 932.74 0 $ - 435 $1,361.55 157 $491.41 6 7 2114.511 2104.505 Remove Pi eCUlvertE Remove Bituminous Pavemen LF SY $1224 $1.54 151 673 $ 1848.24 $ 1036.42 218 795 Z 668,32 $ 1224.30 3 - - $ - 151 673 S 184824 $ 7036.42 218 7% $ 2668.32 $ 1224S0 3S9 13875 $ 4516.56 $ 21367.50 645 13548 7894.80 $ 20863.92 $ - $ - S - $ - 369 13875 S 4516.56 $ 21367.m 645 13548 $ 7694.80 $ 20 B63.92 520 14548 8636CM 2240392 863 14343 $10563.12 $22 %8.22 8 9 21 D4.509 2104.509 Remove BollardE Remove Sir EACH EACH 750.00 $26.00 2 S $ 52.00 2 $ S 52.00 ,S S $ $ 0 2 S 52-M 0 2 $ - $ 52.00 2 8 S 1 500.00 $ 206.00 2 8. 1 500.00 $ 208.W $ - $ - - $ - 2 8 5 1 500.W $ 208.00 2 8 $ 1.500.00 $ 208.00 2 10 $1 500.00 $260.00 2 10 $t 50100 $260.00 10 2104.513 Sawin Bit Pavement Full Depth LF $1,W 585 877.50 247 5 370450 $ $ 585 $ 877.50 247 370.50 104 $ 156.00 82 $ 123.00 $ - $ 104 $ 156OD 82 $ 12300 mg $i 033.50 329 49150 11 12 2104.521 2104.523 Salvo a Barbed Wire Fart Salvo eCasdnc LF EACH $3.00 $i W,W 250 2 S 760.00 $ 200.00 1 $ 100.00 $ $ $ $ 250 2 750.00 $ 200.00 0 1 S - 100,00 a $ - - - S - S - S - $ 0 0 S - $ - 0 0 $ - - 250 2 $750.W $200.00 0 1 $0.00 $100400 13 14 2105.501 2105.505 Common Exavalion P Muck Excavation CY CY $4.08 $4.31 24406 491 a 99576.48 S 2116.21 27106 491 $ 11059248 $ Z11621 $ - S - $ - $ - 24406 491 $ 99576.48 $ 2116.21 271W 491 $ 110592.48 $ 211621 15586 1713 $ 63.59068 $ 7363.03 15,586 1713 $ 63590.88 $ 73W.03 $ - $ - S $ - 15586 1713 $ 63590.88 $ 7383.03 155W 1713 $ 63590,88 $ 7383.03 39;992 2204 $163.167.36 $9499.24 42.692 204 $174183436 $9499.24 15 16 2105.521 2105.523 Granular Borrow L Common Borrow L CY CY $10.66 $3.60 180 11055 S 1918480 $ 39.798.00 151 110555 1607.00 $ 39798.00 $ $ $ - $ 180 11055 S t918.M $ 55798.00 151 Ill. -1 E 1607.00 $ 39.798.W 2043 - $ 7,354.80 21 $ $ 7354.80 $ - S - $ $ - 0 2093 S - $ 7354.80 0 2.043 - 7.354.M 180 13098 $1918.80 $47152.80 151 13.098 1M7,W $47152.M 17 18 2105.535 2105.535 Salvo ed To sol Fmm Stockpile LV Salvoed To it in Stoc il. EV CY CY SISS $1.41 19693 35591 5 38794.14 $ W183.31 14695 35591 $ 29096.10 $ 50183.31 $ S $ 8 - 1950 55591 $ 38794.14 $ W183.31 14695 35591 S 29096A0 $ 50.183.31 130N 13218 $ 257s7_42 S 18637.36 9772 13218 S 19348.56 $ 18637.38 $ - $ - S - 5 - 13029 13218 $ 25797.42 S 18 W7.38 9772 13216 5 1934&56 18637.38 622 48809 $64591.% $68620.69 24467 48.809 $48444.66 m820.69 19 20 2211.501 2211.501 Aggregate Base Class 3 or r re ate.Base ClassS Mo< TON TON SEM b11.34 29512 25379 $ 180581.68 $ 2B7797.% 27133 26763 $ 173379.87 $ 30349242 3 $ $ 29512 25379 188581.68 $ 287797.66 27133 26763 $ 173379.87 $ 303,492.42 11480 7763 $ 73357.20 S 88032.42 10555 8186 67446.45 $ 92829.24 $ - $ S - 114BD 7763 $ 7335720 $ 88.03242 10555 0186 $ 67446.45 $ 92.82R24 40992 33142 $261938.88 $375830.28 37688 34949 $240826.32 $396327.66 21 22 2221.501 2232.111 Shoulder.t re ate Class: Mill Bituminous Surface 1.5"' TON BY $28.44 55.17 1254 25 S 35663.76 $ 129.25 781 421 $ 222/1.64 176,57 $ $ $ 5 1254 25 $ 35468876 $ 129.25 781 421 E 22211.64 S 2176.57 120 620A0 842 $ - 4353.14 S $ - - $ - 0 120 $ - $ 62040 0 842 $ - $ 4353.14 1254 145 835663.76 $749465 781 1263 $22211.64 $6529.71 23 24 2357.502 2360.501 Bituminous Material For Tack Cca T eSP 9.SW.an Course Mbd-(3,. GAL TON $218 564.97 1611 3329 $ 3511.98 5 216,2B5.13 3924 3140 $ 855432 $ 204005.80 5 - S $ $ 1611 3329 3511.98 $ 216285.13 3924 3140 $ 8554.32 5 204005.80 1820 1472 3967.M $ 95635.84 1401 1664 $ 3054.18 5108110.% $ $ $ - $ - 1820 1472 S 3967,60 5 95635.84 1401 1664 3054.18 $ 108110.08 3431 4,101 $7479.58 $311.920497 5325 4804 $11608M $312.115,88 25 26 2360.m1 2360.502T T. e.0125 Weadn Course Mixture 2,B a SP 12.5 Non Wear Course Mixture'3C TON TON $58.55 $57.96 2116 8819 $ 123912B6 51114924 118 7955 6910.08 $ 461071.80 S - S $ - $ 2116 8819 S 123912.96 $ 511149.24 118 7955 $ 6910.08 s 46107180 3926 S - $ 22755096 3613 $ - $209409.48 $ - $ - - $ - 0 3926 S - S 227550.% 0 3613 $ - $ 209409:48 2116 12745 8123912.% $73B7W.20 118 11568 $fi910,08 $67048128 27 24114507 Concrete Flu.. EACH $33200 6 $ 199200 6 $ 199200 $ $ 6 S 1,13M.00 6 S 1,99200 5 $ 1.660,00 3 $ 9%.00 $ - $ - 5 $ 18M.00 3 $ 99600 11 53,652170 9 S298B.00 28 2501.51512"RCPi Aron EACH $510.00 $ 5 $ 550.00 6 30W.00 5 $ 25M.00 6 S 3060.00 $ - - - $ D $ 0 $ - 5 $255000 6 $3060.00 29 M 2m1.515 2501.515 15"RCPi Apron 18"RCnine EACH EACH $510.00 $510.00 $ S $ 5 1 $ 255D00 $ 510.00 4 1 $ 2040.00 Slaw 5 1 $ 2550,00 $ 510.W 4 1 $ 2040.00 510.00 $ - $ - S - - 1 4 $ 51QOD S 204D,00 1 4 $ 510.W $ 2040.00 1 4 $ 510.00 $ 2D40.D0 1 4 $. 510.00 $ 204000 6 5 3060,00 $2550.00 5 5 $2650.W $ 550.00 37 2501.515 21"RCPipe A nn EACH $510.00 S $ 2 $ 1020.W 2 $ 1020-00 2 $ 1,020.00 2 $ 1020.00 $ - S - 1 $ SID.W 1 $ 510.00 1 $ 510.00 1 $ 518W 3 $15W.W 3 $1530.00 32 33 2501.515 2501.515 24"RCPi eA rnn 27' RC Pi .A rnn EACH EACH 111.00 $510.00 $ $ $ 4 i $ 2040.00 $ 510.00 4 1 $ 2040.00 $ 510.00 4 1 S 040.00 S 510,00 4 1 $ 2,040.00 S 510.W S - - $ - 2 1020.00 S - 2 $ 1020.00 $ 2 0 $ 1020.00 S 2 0 S 1020.00 $ - 6 1 $30M.W 5510.00 6 1 $3060.00 $510.00 34 35 2501.515 2501.515 30'RC Pipe 4B"RCPipe EACH EACH $612M $1,224W $ $ $ $ 2 $ $ 2448.00 2 $ S 2446.00 G 2 $ - $ 2,448.00 0 2 $ - S 2448.W $ $ - $ - $ - 1 $ 612.00 $ 1 $ 612.W $ - 1 0 S 61200 S 1 0 S 612.00 $ 1 2 $61200 $2448.00 1 2 $61200 $2,448.W 36 37 2501525 2501.561 2B"San RC Pim ArchA tar 18"RCPi eCulvert DesIon W06 CLV all depths EACH LF $510.00 $30.60 466 $ S 14259.60 376 $ 11505.M 2 $ 1020.00 $ 2 $ 1020,W $ 2 466 $ 1020.W $ 14259.60 2 376 1020.00 $ 11505.60 176 $ - $ 5385.m 160 $ - $ 4896W 112 - S 3427.20 112 $ - $ 3427.20 0 288 $ - $ 8812.60 0 272 $ - $ 8323.20 2 754 $1020.00 $2307240 2 648 $1020.W $19828.W 38 2501561 24"RCPi eCulvert Design Wits CL ill all depth, LF $37.00 $ $ 56 $ 2072.00 56 $ 20724W 56 $ 207200 56 b 2,07W $ $ - 80 $ 2,960.00 80 $ 2.%0Da M $ 2,960.00 80 $ 2960.00 136 $S,W2W 136 $5,032W 39 2501.561 48"RCPI eCulvertDes ion 3006 CL III all depths LF 133.00 $ $ 148 $ 19,6mm 128 $ 17024.00 148 $ 196B4.M 128 S 17024.00 $ - 8 - $ - $ - 0 $ 0 $ - 148 $19684.00 128 $17024.00 40 41 2501.569 2501.569 15" RC Safet Aron 18" RC Safet Aron EACH EACH $61200 $61200 20 $ S 1 240:W 18 $ 11016.00 2 2 $ 1,22400 2 1224.00 2 2 $ 1,274.00 $ 1224.00 2 22 $ 1,224.00 S 1346T00 2 20 $ 1,224.00 $ 12240.00 12 $ $ 7344.00 10 $ - $ 6120.00 $ - 1 612.W S - 0 12 - S 7344.W 1 10 $ 612.00 S 6120,W 2 34 $1 224.M $20806.00 3 30 $1 836.00 $18,360.W 42 2501.569 24" RC SafetyAron EACH $61200 $ $ 3 $ 7836DD 3 $ 1836.00 3 $ 1,83500 3 $ 1836.00 $ - $ - $ - $ 0 $ - 0 $ - 3 $1836.00 3 $1,836.W 43 2501 Z69 30"RC Safe[ A ton EACH $918.00 $ S S - 0 S 0 - $ - $ - 1 S 918400 1 $ 918.W 1 S 916.00 1 $ 918DO 1 $91800 1 $918.00 44 45 2531.573 2M1.602 Install Culvert Market Outlet Stac[ure EACH EACH M,W $ SW.00 $ - $ $ - 8 21 5 $ 7 2MOD S 12750.00 27 5 7 620.00 127W.W 21 5 S 1.260.00 $ 12750.W 27 5 $ 1.620.00 1 750.00 $ - $ - $ - $ - 10 S 600.00 $ - 11 $ 660.00 - 10 0 $ MD.W $ 11 0 660.00 $ - 31 5 $1 860.110 812750.W 38 5 $2 280.W $12750.00 46 47 2W1.602 2501.602 Safe Grate In, 24"RCA ror Safe Grate for 30"RCA ror EACH EACH E1224.00 $918400 $ $ E $ 3 $ 3672W $ 3 $ 3,672.W $ 3 0 $ 3672:W $ - 3 0 $ 3672W $ - b - - $ - $ - 1 $ - S 918.00 1 S - $ 918.00 0 1 $ S 918.W 0 1 $ - 918.00 3 1 83,fi72W $918.00 3 1 53672.00 918.00 48 2501.602 Trash Guard for 24" Pip, EACH $61200 S 4 $ 2448.W 4 $ 244800 4 $ 448.00 4 $ 2448.00 $ - $ - 2 $ 1224.00 2 1224.00 2 $ 1224.00 2 $ 1224.00 6 $3672W 6 $3672.00 49 50 2501.602 2501,602 Trash Guard for 2T'Pi a Trash Guard for 3d' Pie EACH EACH $612W $612W $ $ $ $ 1 $ 612.00 S - 1 $ 612.00 & - 1 0 $ 612W S 1 0 E fi12.W $ - $ - S $ - $ - 1 $ - $ 612.00 1 $ - $ 612.00 0 1 $ - $ 612.00 0 1 $ - $ 612.00 1 1 $612W $612W 1 1 8612.00 $61200 51 2501.602 Trash Guard for 49"Pie mr EACH $7224.W $ $ 2 $ 2448.00 2 2448.00 2 S 2448.00 2 '$ 2448.00 S - $ $ - $ - 0 S - 0 $ - 2 $2448,00 2 $2448.00 52 53 2501.602 2502501 Tresh Guard far 2B" S a,A mr q"preast Concrete Headwal EACH EACH 612W $204.00 44 $ 3 8,976.W 28 $ $ 5712.00 2 $ 1 224.00 $ 2 1 224.00 $ 2 44 $ 1,224.00 $ 8976.00 2' 28 $ 1,224.0) $ 5,71200 20 $ - $ 40M,W 18 $ - $ 3672M $ $ $ - S - 0 20 $ $ 4.0M.00 0 18 $ - $ 3672.00 2 64 $t 224.00 513056O0 2 46 $1 224.W $9,384.M 54 55 2§02.541 2M254t 4"Red PVC Pipe Dmir a" Part PVC Pi. Drain LF LF $6.12 $14.28 1585 450 $ 9700.20 s 6.426.001 1307 442 $ 7998.84 $ 6311.76 $ $ $ S 1 1585 1, $ 9700.20 $ 6426.W 1307 442 $ 7998484 6311.76 720 $ 4406.40 $ - 728 101 $ 4455.36 S 1442.28 $ - $ - $ $ - 720 0 S 440S,[D s 728 101 $ 4455.36 $ 1442.28 2305 450 $14106.m 6426.00 2036 543 51245420 $7754.04 % 2503.541 20" S an RCPi Arch Sevrer CL III LF $71.40 $ 106 $ 756SA0 106 $ 7.568.41) 106 1% $ 7568.40 $ S - $ $ - 0 $ 0 $ - 106 $7 M8A0 IDS 57.568 40 57 2503.541 12 RC Pi eSewer Oes30M CLV all depth, LF $32.54 $ $ 101 $ 3296.64 137 $ 4471.68 101 $ 137 $ 4471.68 $ - $ - $ - $ - 0 $ 0 $ - 101 $3296.64 137 $4,471.68 58 2503.541 15"RCPip. Sewer Des!", 3006 CLV ell de Ihs LF $34.68 $ $ 1596 $ 5534928 1616 S 5604288 1596 $ 1616 E 5E042.88 $ - S 321 $ 11132.28 3is $ 11062.92 321 $ 1713228 319 $ 1106292 1917 $66481.56 1935 $67105.80 59 2503.541 18"RCPi eSewer Oest n50WCLV all de (hs 1 LF 34.68 b $ 620 $ 215D160 131 $ 4543.W 620 $ 131 4543.W $ $ - S - $ - 0 $ - 0 $ - 620 $21501.W 131 $4543.09 M 2503.541 RCPi a$ewer Desi n 3W6 CL III all de ihs LF $36.72 S 8 2W $ 7,344.W 712 $ 26144.64 200 $ H7,829.52 712 $ 26144.64 - $ - 83 $ 3047.76 79 S 9W88 83 $ 3,D47.76 79 $ 2900.88 283 570891.76 791 $29095.52 61 2503.54124"RC Pi eSewer DesinW06 "CLae de ihs LF $38,76 $ $ 202 $ 7A99.52 199 $ 7,713.24 202 $ 199 S 7713.24 5 $ - S - $ - 0 $ - 0 $ - 202 $7829.52 199 $7713.24 62 2503.541 2T'RC FineDesi on so. CL III all de:1, LF $45.90 S 77 $ 3534.30 81 E 3717.90 77 $ 81 E 3717.90 - $ - $ - S - 0 $ 0 S - 77 3534.30 8130"RCPi eSewer Desi n3006 CL III all de the LF 51.00 $ $ $ 0 $0 - - 1 1 $ 419 1 S 21369.W 1 414 $ 21174.W 419 $ 21369:W 414 21114.W 419 1 $21369.00 1 414 $21714.W S.P. 217-112-002 S.P. 086.637-033 Road - Storm Sewer TOTAL Roadway Storm Sewer TOTAL Item No. Sped. Ref Description Unit Unit Price Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extenslon "Uaed m Date" Extension Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension "Used to Date" Extension Cost Extension Total Estiamted Quantity Total Estimated Extension Total Used to 09. Total "Used to Date" Extension 64 2506.M1 Construct DrainageDesi n48402( LF $51200 $ $ 30.5 S 18666.00 48.40 $ 296X).M 31 5 18666.00 48.40 $ 2962D80 - E 6 $ 4896,00 14.W S 8568.00 8 $ 4.896.00 14.1 $ e568.00 38.50 23562.00 6240 $381M:W 65 2M6.501 Construct Daina. Structure Desin 54-002( LF $918.00 $ $ 545 $ 5049.00 5.50 S 5049.W 6 S 5049.00 5.50 $ 5049:00 $ - - &1 $ 7435S0 8.10 $ 7435.80 8 $ 7435.60 8.10 $ 7435.80 13.W $1 484.80 13.60 $124B4.80 fib 67 2506.501 2506.501 Construct DrainageStudure Cason 6G4021 Construct Daina .Structure D.si n66-4021 LF LF $714.00 $616.00 $ $ $ S. 12.2 0 S 8710.80 $ 11,90 S 8495.60 $ 12 0 S 8710.80 $ 1190 0.W $ 8496.60 $ - $ $ - 4.6 $ - $ 3,753.M 4.60 $ - $ 3753.60 0 5 $ - $ 3,753.W 0.W 4.M $ - $ 3753.60 12.20 4.60 $8710.80 $3753.60 11.90 4.M s8496SO $3,753.60 68 69 2506.501 2506,501 Construct Daina eSUucture DesignF Construct Daina. Structure Design N LF LF $408.00 $408.00 $ S - $ 11-1 19.4 $ 5752.80 S 7915+20 15.10 $ - $ 61M:80 14 19 $ 5752.80 $ 7915.20 O.W 15.10 $ 6160.80 S - S - $ - $ - 25 225 S 1020:00 9180.00. 19.80 $ - $ 8078.40 3 23 b 1020.W $ 9180.00 0.00 19.80 - $ 8078.40 16:W 41.90 $6772.W $17095.20 O.W 34.90 50.00 $14239.20 70 71 1 2515.503 2521.501 Articulated Interlocking BlackO en Cell T 4"Concrete Walk SY SF $11 OCID $3.11 3021 S $ 939531 2772 $ - $ 8620.92 247 $ 27170.00 $ 2W $ 6W,00 S 247 3021 $ 27170.W $ 9395.31 206 2772 S 6M.00 S 6,620.92 6581 S - $ 20,4M.91 5,240 $ $ 16.295.16 72 $ 792000 $ - 87 S 9570.00 $ - 72 6581 $ 7920.00 $ 20166.91 87 5,240 $ 9578W $ 15.295.16 319 9602 $35090.00 $986222 293 8012 $32230.00 $24916.08 72 2531,501 Concrete Curb& Gutter Desi 5421 n LF $13.00 4175 $ 54275,W 4235 $. 55065.W $ - $ 4175 $ 54275.W 4235 $ 55055.00 426 $ 5538.00 426 $ 5538.00 - $ - 426 S 5538.W 426 S 5538.00 4ml $59813.00 4661 $605150 73 74 2531.501 2531.501 Concrete Curb& Gullet Desi nB41E Concrete SO It Desi nS5It LF LF $11.30 $15.38 1613 148 S 18226.W $ 2,276.24 1613 148 $ 18226.90 $ 276.24 $ $ - b 1613 148 S 18226.W $ 2.276.24 1613 148 $ t8226.90 $ 27624 M85 296 3 23560.50 $ 455248 2085 16 $ 23560.50 $ 4552.48 $ - $ - S $ 2085 796 $ 23550.50 $ 455248 2W5 2% 235M.W $ 4,552.48 3698 444 $41787,40 $6828.72 3698 444 $41787,40 $6828.T2 75 2531.507 6" Concrete Drivewd.. Pavemen SV $39.72 247 $ 9,810.84 255 S 10128+60 $ $ - 247 S 9,810.84 255 $ 10128.60 288 1 11 439.36 288 $ 11 439.36 $ S - 288 $ 11 439.36 288 $ 11 439.36 535 $21 250.2f) 543 $21 567.% 76 77 2531 618 2540.602 Tmnated Dames Install Mail Box Su o r SF EACH $36.72 $143.W 48 8 $ 1 76256 $ 1144.00 _ 8 $ S 1144.W $ $ - $ - 48 8 $ 1,762.56 $ 1144.00 0 8 $ $ 1144,00 4 $ 572.00 4 $ - $ 572.00 $ $ - 8 - 0 4 S - $ 572.W 0 4 $ - $ 572.W 46 12 $1 762.56 $1716.W 0 12 SD:DD $1716.00 78 79 2545.511 2563.601 Electric Li hl stem Traffic Conbal LS LS $73909.00 $7548.00 023 066 S 24.389+97 S 4981.68 0.33 0.50 $ 24.389.97 S 3774.W $ $ - $ $ 0 1 $ 24389.97 S 498168 033 0.50 $ 24389.97 $ 3774.W 0.67 0.34 $ 49,519.W $ 2566.32 0.67 0.26 $ 49,519.W $ 1962.48 $ - $ - $ - $ - 1 0 $ 49.519.03 $ 2566.32 0.67 0.26 $ 49518W $ 1962.48 1.W 1.00 $73909.00 $7548W 1.00 0,76 $73909.00 55736.48 W 81 2564.531 2573502 Sign Panels Type C Silt Fence . T MS SF LF $33A5 $2.34 151 16014 S 5005.65 $ 37472.76 181.+65 14888 $ 6028.33 $ 34837.92 $ $ $ $ 151 16014 $ 5005.65 S 3]472.76 182 14888. 11 602833 $ 34837.92 183 6636 $ 6066.45 $ 15528.24 194.13 6170 6435.41 $ 14437.80 $ $ - - $ - 183 6636 S 6066.45 1552824 194 6170 6,435+41 14437.80 334 22650 $11072.10 $53001.00 376 21058 $12463.74 549275.72 82 83 2573530 2573.533 Starts Drain Inlet ProlecHor Sediment Control Lo T eStmv EACH LF $153.00 $2.D4 6 48B $ 918.00 $ M5,52 5 t188 $ 765.W $ 2423.52 23 $ 3,519.00 $ 14 S 2.142.00 - 29 488 S 4,437,W 995.52 19 1188 $ 907.00 $ 423.52 13 152 $ 198900 S 310.GS 11 112 8 1633.00 S 22&48 11 $ 1,683.00 $ - 3 S 459.W $ - 24 152 3,672W $ 310,08 14 112 S 2142W 228:48 53 640 $8,109.00 1305.60 33 1300 $5.049.00 $2652W B4 2573.535 Stabil¢ed Construction Exi LS $1500.00 0.5 $ 750.00 0.33 495.W S $ 1 $ 760.00 0 $ 495.00 0.5 $ 750.00 0.33 $ 495.00 - $ - 1 $ 750.W 0 S 495.00 1.0 ,00 0.7 $9m.W 85 86 2574.508 2575.501 FerfiliierType 1 Seedin LBS ACRE $0.77 $102.00 5400 IDS $ 415800 $ 710160 5250 10.5 $ 4G4260 $ 1071.00 $ $ - $ 54W 10.8 $ 4158,m $ 1101.60 5250 10.5 $ 4G42.50 $ 1071.00 2750 5.5 $ 211750 S 561.00 750 5.5 $ 2117.W $ 561.00 $ - $ - $ - $ - 2750 5.5 $ 2.117.50 $ 561.Do 2750 5.5 $ 2,11755 $ %100 8150 16.3 .50 .60 6.000 16.0 $6,160.00 $1632m 87 88 2575.502 2575,M2 Seedin Mixture-2Si41 Seedin Mixture -2S751 LBS LW S $4.W $3.26 550 180 S 244.00 S 586.80 564 1W 301.12 $ 489.00 $ $ - $ $ 5M iW s 2244.00 $ 586.M 564 1W $ 2301A2 $ 489.00 236 ISO $ 962,88 489.00 236 150 962.88 $ 489.00 $ - $ - $ - $ 236 iW $ 96288 $ 489.W 236 160 $ %2,88 $ 489.00 786 330 .88 W 8W 3W $3264.m 978M 89 m 2575.511 2575.523 Mulc Material T ei Emsicn Contmi Blanket - Category: TON SY $153.00 $1.22 22 8057 $ 3,366.00 8 9829.54 17 10494 $ 2555.10 $ 12W268 $ $ S - 22 HOST S 3366.W $ 9829,54 17 10,494 S 2655.10 12802.68 11 2192 $ 1,683.00 $ 267424 11 34-78 $ 1683.00 S 4243.16 $ - $ - $ S - 11 2192 $ 1,683.00 $ 267424 11 3478 $ 1683.00 $ 4243.16 33 10249 .W .78 28 1397? M $423810 $17045.8491 25M.601 Interim Pavement Markn -Pain LS $8740.00 O:M $ 5768.40 0.66 S 57M.40 $ $ - 0.66 s 5768.40 0.66 $ 5768.40 0.34 $ 2,971.60 0.34 $ 2971.60 S - 0.34 5 971.60 0.34 2971.60 1.00 ,00 1.00 $8740.W92 2582.501 2582.501 Pavement Massa a Left Arrow. -Pain Pvement Massa a Ri ht Armw -Pain EACH EACH $71.40 $71.40 5 4 $ 35700 S 28560 $ $ $ $ $ - $ 5 4 $ 357.00 $ 285,60 0 0 S - $ - 5 2 S 35T00 $ 14280 $ - $ - S - S 8 - - 5 2 $ 357.00 $ 142m 0 0 $ - S 10 6 00 40 0 0 $OW93 $0.0094 2582.501 2582.501 Pavement Massa a n, Mow -Pain Pavement Messy a Vield -Pain EACH EACH $7140 Sit .20 5 1 $ 357.00 $ 112.20 S $ $ - $ - 8 - $ 5 1 $ 357.00 $ 11220 0 0 $ $ - 4 2 $ 285.m 224.40 $ - $ $ $ - $ - $ - 4 2 285.60 S 224A0 0 0 $ 9 3 60 60 0 0 $0.0095 $0.0096 97 2582.5024"Solid 2582502 Line White -Paint 8" Solid Line Vvhite - Pain) LF LF 80.09 $0.W 17WO$1.530.00 78 $ 702 17148 $ 1,543.32 $ $ $ - S S 17000 78 $ 153G.W $ 7.02 17148 0 $ 1643.32 $ - 7500 159 S 675.00 $ 1422 7561 $ 680.49 $ - $ - $ $ $ - 7500 158 S 14.22$ $ 675.WM103 $ 650.49 - 24500 236 ,W $21.24 24709 0 52223.81 $0.00 98 2582502 8"Dotted Line White - Pain) LF $1.53 58 $ 88.74 S $ 58 S 88.74 0 $ 113 S 17289 - S $ - 113 s 17ZM$ 171 $26163 0 $G.W 99 2582502 12'Sto Line White -Paint LF $2.55 56 S 14280 S $ - t - 56 $ 14280 0 S - S - $ - $ - s - 0 $ $ - 56 $142.60 0 SD.W 100 101 2582M2 2582.502 4" Solid Line Yellow - Pain 24"Solid Llne Yellow - Pain LF LF $0.09 $2.45 450 414 $ 10,50 $ 7014.30 4W $ 40.50 $ S $ $ 450 414 $ 40.50 $ 1014.30 4M 0 $ 40.50 1051 133 94.59 S 325.85 1,051 $ 94.59 $ - $ - $ - $ - 8 - 1051 133 $ 94.5.$ S 325.85$ 94.59 1,501 547 $t35.09 1340.15 1 M1 0 $135.09 $O.W 102 2582W2 4" Double Solid Lin, Yellow -Pair LF $0.17 9500 $ 1615,W 9769 $ 1,650.73 3 $ 95D0 $ 1615.00 9769 1660.73 W70 $ 657.90 3103 $ 527.51 bL 3870 S 657,90$ 527.51 13370 $2272.90 12872 $2 i88.24 1W 2582.m3 Pavement Markin S eclat -Paint LF $4.59 25 S 114.75 $ $ $ - 25 $ 114.75 0 8 36 s 165.24 S - $ $ - 36 $ 16524$ - 61 527999 0 $000 To[al-BItl SCGetlule"A" a l a S.P. 217-172402 S.P. 06641374133 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL "Used to ..Usedto Item It.. Emimatetl Used to Estimated Cost Used to Cast Date" Estimated Used to Cost Estimated Cost Used to Cos, Estimated Date" Total Estlamted Total ESUmated Total Used to Total "Used to No. S e. Ref Descritian Unit Unit Price Quantity CostExtenslan Date Cost Extension Quantity ...I - Date Extension Extension Cost Extension puaniky Cost Extension Oate Extension Quanllty Extension Date Extension puaniHy Cost E#enslon Extension Cost Extension Quantity Extension Date Date" Extension 1 2104.505 Addill-I Bituminous Pavement Remove CY $10.08 $ $ $ E -- ��enslon 0 $ 791 7973,28 79t $ 7973.28 $ - $ - 791 S 7973.28 791 7973.28 r91 $7973.28 791 $7973.28 2 2021.501 Mobilixatwr EACH $41250 $ $$ - 0 $ - 3.00 E 1237.50 3.00 $ 1.237501 3 1 S i T 01 3.00 1 $ 1237.50 3.00 $1237.50 3.00 $1237.50 3 Relocate S ecial Sir EACH S., 00 S S $ - 0 $ - D 2 S 1,210.001 7 $ 605.00 $ - - 2 $ 1.210.00 1 $ fi05.00 2 $1 210.00 1 $605.00 Signs Installed on 6/23/1S 4 2563.601 qe" Road Cl.setl Ahear PER DAY $0.75 $ S $ $ - 0 S 0 - 85 $ 63.75 122 S 91.50 $ $ - 85 $ 0.75 12Z:00 $ 91.50 85.00 $63,75 122.00 $91.50 5 2563.601 48" Detour Aheac PER DAY $0.75 S $ $ $ 0 S - 0 8 - 85 63.75 122 $ 91.50 S - S 65 $ 63.75 122.00 $ 91.50 85.00 563.75 122.00 $91.50 (8) Detour Guidance Assemblies+ Portable Supports 6 2563.601 1025F/Each $0.16 SF/Da +$0,47 su Wd, PER DAY $16.82 $ $ $ $ - 0 - 0 $ - 85 S 1429.70 122 $ 2052.04 $ - S - 85 $ 1429.70 122.00 S 052.04 85.00 1429.70 t22.00 052.04 7 2563.601 3 T e III Barricades 1.53/IEachlDa PER DAY $4.59 $ $ $ 8 0 $ 0 S - O $ 390A5 122 559.98 $ $ - 85 S 390.15 1220O $ 559.98 85.00 $390.15 122.00 $559.98 8 2563.601 T eA Flasher 0.25//Each/Da ' PER DAY $1.50 $ $ $ $ 0 $ 0 $ 85 $ 127.50 122 $ 183.00 $ 8 - 85 $ 127.50 122.00 8 183.00 85.00 E127.50 122.00 $183.00 (4) 60' x 30' Road Closed Miles Ahead Sign (12.5 9 2563.60t SF/Each $0.16 SF/Da PER DAY $8.00 E - $ - 8 - 0 $ 0 - 85 $ 680.00 122 S 976.00 $ $ - 85 $ 68D00 12200 $ 976.00 85,00 $680.00 122.00 $976.00 10 2563.601 2 48"x 18"Deleur Sin 6SF/Each @50.16SF/Day. PER DAY $1.92 $ $ $ $ 0 $ 0 $ - 85 $ 163.20 122 $ 234.24 $ - $ 85 E 16320 12200 $ 23424 85.00 516320 122.00 E234.24 Change Ord,r No.1 S.P. 217-112402 S.P. 086537-033 Roadway Stortn Sewer TOTAL Roadway Stoma Sewer TOTAL ••uaea to "Used to Item Estimated Usetl to Estimated Cost Used lo. Cast Estlmatetl Date" Estimated Used to Cast Estimated[ Cost Used to Cost Estimated 'Quantity Dete" Total Estiamtetl Total Estimated Total Used to Total "Usetl to No: Spec. Ref Descd o Unk Unit Pdce Quantity Cost Extension Date Cost Extension Quantity Ext¢nslan Date Extension Quantity Cost Extension Extension Cost Extension Quantity Cost Extension Date Extension QuantRy Extension Date Extension Cost Extension Extension Cast Extension puantit Extension Date Date" Extension Sf ns installed on 6130m (9)Detaur Gllldance Assemblies+Portable Suppons 11 2563.601 1025F/Each 80.i6 SF/Da +30.4Isu oNda PER DAY $t 8.92 8 8 S - 0 S. - 0 $ - 78 $ 1475.76 115 $ 2175.80 S - $ - 78 $ 1475.76 111 $ 2175.80 78 $1475.76 115 $2175.80 Si ns Installed on 7/2715 12 2563.601 2 48"Road Closed Sin $0.75. er si Nda PER DAV $1.50 8 E $ - 0 $ - 0: E 75 8 11 Z.50 113 $ 169.50 $ - 75 $ 112.50 113.00 $ 169.W 75.00 71250. 113.00 $7fi9.50 13 2563.601](j 3 46 De,our Ahead Sin $0.75 ersi Nda PER DAY $225 8 $ S $ 0 $ - O $ 75 S 168.75 113 $ 254.25 $ - $ - 75 b 168.75 11300 $ 254.25 75.00 $168.75 113.00 $25425 14 250.60119) Detour Guidance.Assemblies+Portable Support0.2 SF/Each 80.165E/Oa +$0.47 su rVda PER DAY 83994 $ $ $ - $ - 0 - 0 S - 75 S 2995.50 113 $ 4513.22 8 - 75 $ 2995.50 113.00 $ 4573.22 75.00 995.50 t13.00 $4513.22 15 2563.601 2 SlPed.l 84"x48"Signs 28 SF/Each 0 $38.595 SF $38.59 5 E $ $ 0 § 0 $ - 56 8 2161.04 56 S 21fi1.04 S - S - 56 S 2.161.04 56.00 E 2,161.04 56.00 52161:04 56.00 $2,167.04 S.P. 217-112402 S.P. Oe6-037-033 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL It.. No. S . Re( Descrf p Hon Unit Unit Pdce Estimated Quantity Cost Extension Used to Date Cast Extension Estimated puaniky Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension "Used to Date" Extension Cost E#enslon Estmatetl Quantity Cost Extension Used to Date Cost Extension ESUmatetl Quantity Cost Extension Usetl to Dale Cost Extension Estlmatetl Quantky Cost Extension "Used io Dale" Extension Cost Extension Total Estlamted Quanlit Total Estimated Extension Total Used to Date Total "Usetl to Dale" Extension 1 2545.501 Electric LihlS stem LS E73909.00 -0.33 $ 24,636.09 -0.33 $ 24.636.09 $ $ -0.33 $ 24636.09 0.33 $ 24,636.09 -0.67 $ 4927291 -0.67 $ 49,272.91 $ - 8 - -0.67 $ 49,27291 0.67 $ 49272.91 -1.00 -$73,909.00 -i -$73909.00 2 2545,501 Electric Li hl5 tem LS $75,830.38 0.33 S 25,276.54. 0.33 $ 25.276.54 $ $ - 0.33 S 25,276.54 0:33 $ 25276.54 0.67 $ 50,553.84 0.67 E 50553.84 $ - S - 0.67 $ 50,553.84 0.67 $ 50553.84 1.00 $75830.38 1 $75830.38 ........ ................... . S.P. 217-112-002 S.P. 086-037433 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL item Na. S c. Ref Description Unit Unit Price Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension 'Used [o Date' Extension Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Esllmatad 4uentity Cost Extension Used to Date Cost Extension Estimated Quantity sed to ate" ension Cost Extension Total Estiarm d puantit Total Estimated Extension Total Used to Date Total "Used to Date" Extension 1 2105.505 Muek Excavation CY $4.31 16369 S 70550.39 22547 S 97177.57 $ $ - 16369 $ 70,550.39 22547 $ 97177.57 10267 $ 44 50.77 14,142 3 6095202 $ - $ - 10267 142.00 $ 60952.02 26636.00 5114801.16 36689.00 $158,129,59 2 3 2105.522 2105.523 Selec[Granular Bomow LV Common Scnow L CY CY $10.44 $3.60 2000 eB63 $ 20860.00 $ 31906.80 14674 $ $ 5 526.40 $ $ $ $ 2000 Sam $ 20880.00 $ 3t906.80 0 14674 - S 5 826.40 7500 W31 $ 7830000 $ 21711.60 8329 9654 $ ffi. 4.76 $ 34754.40 $ - 5 - S - S - 7500 6031 Md.= 29.00 54.00 $ 86954.76 $ 34754.40 9500,00 14894.00 $99180.00 $53618.40 8329.00 24328.00 $86954.76 $8,58080 4 2105.604 Geotextile Fabdq T e5 BY $4.50 1600 $ 7,200.00 $ $ $ 1fi00 S 7,200.00 0 S - $ - $ - $ - $ - D 0.00. 8 - 1,600:00 $7,200.00 0.00 $0.00 S.P. 277-712402 1 S.P.O86b37433 Roadway Storm Sewer TOTAL Roadway Storm Be.., TOTAL Item No. S . Ref Descri Lion Unit Unit Pdce Estimated Quantity Cost Extension Used to Date Cost Extension Estimated QuanCrty Cost Extension Used to Date Cost Extension Eelmatetl Quantity Cost Extension "Used to Data,. Extension Cost Extension Estimated Quantity Cost Extension Used to Oate Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cast Extension "Used to Date" Extension Cost Extension Total Estlamted Quanfll Total Estimated Extension Total Used to Date Total "Used to Date" Extension 1 2211.5D1 A reate Base Class S Mac TON 11.34 t053 8 11941.02 1059 12009.OG $ $ 105I $ 17941-02 1059 $ 12009.06 447 $ 5068.98 449 $ 5091,66 $ - $ - 447 S 5068,98 449 $ 5.091.66 7500 $17010.00 1508 $17100.72 2 2451 E09 Crushed Rock 3"Rec cle TON $3893 217 E 8,214.23 234 $ 9,104.56 $ $ 2t1 $ 8,214.23 234 8 9,104.56 89 $ 3.464.77 89 $ 3464.77 $ - $ - 89 $ 3,464.77 IS $ 3,464.77 MD $11,679.00 1 323 $12,569.33 S.P. 277-172-002 S.P. OO6e37-033 Roadwa y Storm Sewer TOTAL Roadway Storm Sewer TOTAL It.. No. $e. Ref D cd Lion Unit Unit Price Estimated Quantity Cast E#enslon Used to set �CeExhmslon�Esut'mdly� Cost Extension Used to Date Cost Extension Estimated Quantity. Cost Extension "Used to Date" Extension Cast Extension Estimated OuantHy Cost Extension Used to Date Cost Extension Estimated��Dteo Quantity sed t a Cost Extension Estimated Quantity Cost Extension "Usetl to Gate" Extension Cost Extension Total Estlamted Ouanttt Total Estimated Extension Date Total Us4$765.34 1 236D501 T eSP 9.5 Wearin Course Mixture 3C LS -$4376.56 0.90 S 3938.90 0.90 $ 3938AD S $ - 0AD $ 3938.9 0.90 $ 393890 0.10 S 437.66 0 $ 437.fi6 $ - 0.10 $ 437.66 010 S 437.6fi 1 -54376.56 12 2360:552 T a SP 15 Non Wear Course Mixture 3.0 LS -$765.- 0.33$ 25.56 .$ b 0,33 $ 25256 0.33 $ 25256 0.67 $ 512.78 0.67 8 51278 S - 0.67 $ 512.78 0,67 $ 51278 7 376534 i pm M� dd .. o� • ion low • _ ®E��®������o�o�o�s�����o�o�a�o� WORK COMPLETED S 2,079,421.79 $ 1,889,305.66 S 252,59524 $ 249,610.04 $ 2.332,017.03 TO DATE= $ 2,138,915.70 S 1,032,937.07 #�## LESS S% RETAINAGE=$ 106.945.79 ERODIBLE ACREAGE WITHHOLDING($3,0001 DISTRUBED ACRES 44,300.00 LESS PAY ESTIMATE#1 = $ 271,845-90 LESS PAY ESTIMATE #2=$ 189,869.05 LESS PAY ESTIMATE 93 = $ 694,706.02 LESS PAY ESTIMATE #4=$ 460935.84 LESS PAY ESTIMATE 95= $ 175,065.08 CURRENT PAYMENT= S 215,248.02 CURRENT TOTAL PAYMENTS TO DATE=$ 2;007,669.92 S 88,583.32 $ 89,858.14 $ 1,121,520.39 $ 1.141.655.99 $ 3,453,537.42 E 3,280,577.69 $ 67,082.80 $ 164,028.58 $ 12,375.00 $ 36,675.00 $ 186,936.03 $ 457,681.93 $ 255,936.88 $ 445,8ra _ S 183598.54 $ 878,304.56 $ 257,145.31 $ 718,081.15 $ 97.911.17 S 272,976.24 $ 91,770.27 E 307,019.29 CURRENT TOTAL PAYMENTS TO DATE=$ 1,072,198.19 $ 3.079.968.10