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ITEM 3.7A Street improvements Project 14-01 14-020 OtCI�ezoF MINNESOTA V DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT: REQUESTOR: MEETING DATE: Public Works City Engineer Wagner February 13, 2017 PRESENTER(s): REVIEWED BY: ITEM #: Consent Agenda Interim City Administrator Flaherty 3.7A AGENDA ITEM DETAILS RECOMMENDATION: Staff recommends approval of payment in the amount of $114,264.37 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 partial installation of the drain tile system (supplemental Agreement No. 4) as well as some miscellaneous turf establishment and erosion work and the release of the "Erodible Acreage Withholding" ($3,000/disturbed acre). All improvements were officially completed as of July 29th, 2016 with only punch list items remaining. All punch list items have since been completed. The Pond #5 (Valerius Meadows) drain tile has been installed except the last 40 feet and setting the drainage structure. Work was stopped by land owner around the downstream pond (Praught). Mr. Praught required an outlet for the DNR -7W pond to be installed in order to allowing the discharge from Pond #5 to this pond. Staff has prepared preliminary plans and have had preliminary discussions with Council and wetland agencies with regards to this outlet. We believe an outlet can be installed in the Fall of 2017. We anticipate Mr. Praught will agree to making this draintile connection to Pond #5 this winter (February 2017) with once he receives written confirmation that this outlet project will be competed in the fall of 2017. The City portion of this Pay Estimate is $100,205.96 (87.7%) and the County portion is $14,058.41 (12.3%). The project is complete with only the last bit of draintile remaining. The next payment should be a final payment which would include payment for the draintile completion and the release of the 5% retainage. This should amount to another $183,206.82 ($124,738.31 City and $58,468.51 County). City staff is working with the County for acceptance of the project and turning it over to Wright County. SUPPORTING DOCUMENTS: x ATTACHED ❑ NONE List: Pay Estimate No. 9 Pay Estimate No. 9 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 $114,264.37 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 I o No PAY ESTIMATE #9 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Date: January 12, 2017 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, N0. 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 1.00 $ 89,234.00 2 2041.610 Trainees 500 HOURS $1.00 $ 500.00 400 $ 400.00 3 2101.501 Clearing 3.2 ACRE $2,550.00 $ 8,160.00 3 $ 8,160.00 4 2101.506 Grubbing 3.2 ACRE 1 $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 LF $12.24 $ 8,364.80 863 $ 10,563.12 7 2104.505 Remove Bituminous Pavement 14548 SY $1.54 $ 22,403.92 15032 $ 23,149.28 8 2104.509 Remove Bollards 2 EACH $750.00 $ 1,500.00 2 $ 1,500.00 9 2104.509 Remove Sign 10 EACH $26.00 $ 260.00 10 $ 260.00 10 2104.513 Sawing Bit Pavement (Full Depth) 669 LF $1.50 $ 1,033.50 359 $ 538.50 11 2104.521 Salvage Barbed Wire Fence 250 LF $3.00 $ 750.00 1 $ - 12 2104.523 Salvage Casting 2 EACH $100.00 $ 200.00 1 $ 100.00 13 1 2105.501 Common Excavation P 39992 CY $4.08 $ 163,167.36 42692 $ 174,183.36 14 2105.505 Muck Excavation 2204 CY $4.31 $ 9,499.24 2377 $ 10,244.87 15 2105.521 1 Granular Borrow (LV) 180 CY $10.66 $ 1,918.80 151 $ 1,607.00 16 2105.523 Common Borrow (LV) 13098 CY $3,60 $ 47,152.60 13098 $ 47,152.80 17 2105.535 Salvaged Topsoil From stockpile (LV) 32622 CY $1.98 $ 64,591.56 26727 $ 52 919,46 18 2105.535 Salvaged Topsoil In Stockpile E 48809 CY $1.41 $ 68,820.69 48809 $ 68,820.69 19 2211.501 Aggregate Base Class 3 or 40992 TON $6.39 $ 261,938,88 37688 $ 240,826.32 20 2211.501 Aggregate Base Class 5 Mod 33142 TON $11.34 $ 375,830.28 36627 $ 415,350.18 21 2221.501 Shoulder Base Aggregate Class 2 1254 TON $28.44 $ 35,663.76 829 $ 23,576.76 22 2232.501 Mill Bituminous Surface (1.511) 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 1 2360.601 Type SP 9.5 Wearing Course Mixture (3,C) 4801 TON 464.97 $ 311,920.97 1 4804 1 $ 312,115.88 S:1MunicipaM0T8EG01388\(3) ConstructionlPay Estimates and CO's1Pay Estimates10T388 PE#9 draftxlsx PAY ESTIMATE #9 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 25 2360.501 Type SP 12.5 Wearing Course Mixture 2,B) 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 28 2501.515 12" RC Pipe Apron 5 EACH $510.00 $ 2,550.00 6 $ 3,060.00 29 2501.515 15" RC Pipe Apron 6 EACH $510.00 $ 3,060.00 5 $ 2,550.00 30 2501.515 18" RC Pipe Apron 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 $ 1,530.00 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 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 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 Pipe 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 Safety Apron 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 1 $ 918.00 44 2501.573 Install Culvert Marker 31 EACH $60.00 $ 1,860.00 151 $ 9,060.00 45 2501.602 Outlet Structure 5 EACH $2,550.00 $ 12,750.00 5 $ 12,750.00 46 2501.602 Safety Grate for 24" RC Apron 3 EACH $1,224.00 $ 3,672.00 3 $ 3,672.00 47 2501.602 Safety Grate for 30" RC Apron 1 EACH $918.00 $ 918.00 1 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 2501.602 Trash Guard for 48" Pipe Apron 2 EACH $1,224.00 $ 2,448.00 2 1 $ 2,448.00 52 2501.602 Trash Guard for 28" Span 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" Pert PVC Pipe Drain 2305 LF 1 $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 1 $ 7,754.04 56 2503.541 28" Span 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 Pi e 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 S:WunicipaPA0TSEG013881(3) Construction\Pay Estimates and CO's1Pay Estlm2testOT388 PE#9 draRxlsx PAY ESTIMATE ##9 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Bid Schedule "A" ITEMMn/DOT NO. SPEC, N0. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 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 2T' 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 Design 3006 CL III ail depths) 419 LF 1 $51.00 $ 21,369.00 414 $ 21,114.D0 64 2506.501 Construct Drainage Structure Design 48-4020 38.5 LF $612.00 $ 23,562 D0 62.4 $ 38,188.80 65 2506.501 Construct Drainage Structure Design 544020 13.6 LF $918,00 $ 12,484.80 13.6 $ 12,484.60 66 2506.501 Construct Drainage Structure Design 60-4020 12.2 LF $714.00 $ 8,710.60 11.9 $ 8,496.60 67 2506.501 Construct Drainage 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 $ 6,77280 .0 $ 69 2506.501 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 319 Sy $110.00 $ 35,090.00 297 $ 32,715.10 71 2521.501 4" Concrete Walk 9602 SF $3.11 $ 29,862.22 8684 $ 27,00U0- 72 2531.501 Concrete Curb & Gutter Design 8424 4601 LF $13.00 $ 59,813.00 4661 $ 60,593.00 73 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 $ 21 250.20 543 $ 21,567.96 76 2531.618 Truncated Domes 48 SF $36.72 $ 1,762.56 108 $ 3,965.76 77 2540.602 1 Install Mail Box Support 12 EACH $143.00 $ 1,716.00 12 $ 1,716.00 78 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 1.0 $ 7,548.00 80 2564.531 Sign Panels, Type C 334 SF $33.15 $ 11,072.10 380 $ 12,612.91 81 2573.502 Slit 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 54 1 $ 8,262,00 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 E)dt 1 LS $1,500.00 $ 1,500.00 .66 $ 990.00 85 2574.508 FertilizerTypel 8150 LBS $0.77 $ 6,275.50 9150 $ 7,045.50 86 2575.501 Seeding 16.3 ACRE $102.00 $ 1,66260 19 $ 1,938.00 87 2575.502 Seeding Mixture -25-141 786 LBS $4.08 $ 3,206.88 1665 $ 6,793.20 88 2576.502 Seeding Mixture -25-151 330 LBS $3.26 $ 1,075.80 1075 $ 3,504.50 89 1 2575.511 Mulch Material Tye 1 33 TON $153.00 $ 5,049.00 38.16 $ 5,838.48 90 2575.523 Erosion Control Blanket - Category 2 10249 Sy $1.22 $ 12,503.78 25972 $ 31,685.84 91 2580.601 1 Interim Pavement Marking - Paint 1 LS $8,740.00 $ 8,740.00 1 $ 8,740.00 92 2582.501 Pavement Message (Left Arrow) -Paint 10 EACH $71.40 $ 714.00 10 $ 714.00 93 2582501 Pavement Message Right Arrow) - Paint 6 EACH $71.40 $ 428.40 6 $ 428.40 94 2582.501 Pavement Message (Thru Arrow) - Paint 9 EACH $71.40 $ 642.60 9 $ 64260 S-.WUniclpaM0TSEG0138B1(3) Canstructicn\Pay Estimates and CO'stPay EstimatestOT388 PE#9 draftxlsx PAY ESTIMATE #9 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Bid Schedule "A" ITEM Mn/DOT NO. SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 95 2582.501 Pavement Message (Yield) - Paint 3 EACH $112.20 $ 336.60 791 $ 96 2582502 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 1 $ - 98 2582502 8" Dotted Line White- Paint 171 LF $1.53 $ 261.63 $0.75 $ - 99 2582.502 12" Stop Line White - Paint 56 LF 1 $2.55 $ 142.80 182 $ 464.10 100 2582.502 4" Solid Line Yellow - Paint 1501 LF $0.09 $ 135.09 1501 $ 135.09 101 2582502 24" Solid Line Yellow - Paint 547 LF $245 $ 1,340.15 572 $ 1,401.40 102 2582502 4" Double Solid Line Yellow- Paint 13370 LF $0.17 $ 2,272.90 12872 $ 2,188.24 103 2582.603 Pavement Marking Special - Paint 61 LF $4.59 $ 279.99 9 $ - Total Bid Schedule "A" $ 3,122,398.24 $ 3,114,332.94 Change Order No. 1 ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT ICONTRACTI UNIT PRICE CONTRACT AMOUNT USED TO DATE I 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 $41250 $ 1,237.50 3 $ 1,237.50 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 (102 SF/Each @ $0.16 SF/Day + $0.47 support/day) 85 PER DAY $16.82 $ 1,429.70 122 $ 2,052.04 7 2563.601 (3) Type III Barricades (@ $1.53/lEach/Day) 85 PER DAY $4.59 $ 390.15 122 $ 559.98 8 2563.601 (6) Type Flasher (@ $0.251/Each/Day) 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 SNDay) 85 PER DAY $8.00 $ 680.00 122 $ 976.00 10 2563.601 (2) 48" x 18" Detour Sign (6 SF/Each @ $0.16 SF/Day) 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 @ $0.16 SF/Day+ $0.47 support/day) 78 PER DAY $18.92 $ 1,475.76 115 1 $ 2,175.80 Signs Installed on 712115 12 2563.601 (2) 48" Road Closed Sign (@ $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 $ 168.75 113 $ 254.25 14 2563.601 (19) Detour Guidance Assemblies + Portable Supports (10.2 SF/Each @ $0.16 SF/Day+ $0.47 support/day) 75 PER DAY $39.94 $ 2,995.50 113 $ 4,513.22 15 1 2563.601 (2) Special 84" x 48" Signs (28 SF/Each @ $38.59 SF) 56 1 SF 1 $38.59 $ 2,161.04 56 1 $ 2,161.04 Total Change Order No. 1 $ 20,252.38 $ 23,277.85 Minor Work Order No. 1 - LED Lighting ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATEDCONTRACT QUANTITY CONTRACT UNIT UNIT PRICE 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 $75,830.38 $ 75,830.38 1.00 $ 75,830.38 Total Minor Work Order No.1 $ 1,921.38 $ 1,921.38 S,.XMunicipaI\A0TSEG0%3884(3) Construction\Pay Estimates and CO's1Pay Estlmates\OT388 PE#9 drattxlsx PAY ESTIMATE #9 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Supplemental Agreement No. 1 ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT ICONTRACTI UNIT PRICE CONTRACT AMOUNT I USED TO DATE EXTENSION 1 2105.505 Muck Excavation (EV) 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 $ 53,618.40 24328 $ 87,580.80 4 2105.604 Geotextile Fabric, Type 5 1600 SY 1 $4.50 $ 7,200.00 $ 504.90 1 $ - Total Supplemental Agreement No.1 $ 274,799.56 $ 332,665.15 Minor Work Order No. 2 - Road Stabilization ITEM NO. I SPEC NO, ITEM DESCRIPTION ESTIMATED QUANTITY I UNIT CONTRACT UNIT PRICE I CONTRACT I USED TO AMOUNT 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 V Recycle 300 TON $38.93 $ 11,679.00 323 $ 12,569.33 Total Work Order No. 2 $ 28,689.00 $ 29,670.05 Change Order No. 2 - Bituminous Deduction ITEM NO. I SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY I UNIT CONTRACT CONTRACT UNIT PRICE 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 Mature (3,C) 1 LS -$765.34 $ 65.34 1 $ 65,34 Total Change Order No.2 $ (5,141.90) $ (5,141.90) Minor Work Order No. 3 - Misc. Forced Work Accounts ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT USED TO I AMOUNT 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 grade: 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 8 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 $ 159.20 10 Revise driveway: Sta 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 $ 1,800.00 Total Work Order No. 3 $ 10,618.76 $ 10,618.76 S:\Munic1pal\A0TSEG0\388\(3) Constructicn\Pay Estimates and CO's\Pay Estim2tes\OT388 PE#9 drafi.xlsx PAY ESTIMATE #9 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Sunnlemental Aoreement Nn. 4 ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT I USED TO DATE EXTENSION 1 2502.502 Drainage System 1 LS $79,464.00 $ 79,464.00 0.95 $ 75,490.80 2 2502.602 Connect to Existing Pipe Drain 4 EA $262.50 $ 1,050.00 7 $ 1,837.50 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 Supplemental Agreement No. 4 TOTAL TOTAL WORK COMPLETED TO DATE LESS 5% RETAINAGE: 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 LESS PAY ESTIMATE NO.7 LESS PAY ESTIMATE NO.8 WE RECOMMEND PAYMENT OF: APPROVALS: CONTRACTOR: REHN COMPANI Total Supplemental Agreement No. 4 $ 80,514.00 $ 3,122,398.24 $ 20,252.38 $ 1,921.38 $ 274,799.56 $ 28,689.00 $ (5,141.90) $ 10,618.76 $ 80,514.00 $ 3,534,051.42 INC. y that all items and amounts are correct for the work completed to date. ENGINEER: HAKANSON ANDERSON ASSOCIATES, INC. Certification by, -Engineer: We recommprffpaymentfor work and quantities as shown. Signed OWNER: CITY OF OTSEGO Signed SWunicipaMOTSEG0\3881(3) Construction\Pay Estimates and CO's\Pay Estimates\OT388 PE#9 draft.xlsx $ 77,328.30 $ 3,114,332.94 $ 23,277.85 $ 1,921.38 $ 332,665.15 $ 29,670.05 $ (5,141.90) $ 10,618.76 $ 77,328.30 y J,D84,0/LA3 $ 179,233.63 $ 457,681.93 $ 445,805.94 $ 878,304.56 $ 718,081.15 $ 272,976.24 $ 307,018.29 $ 125,505.79 $ 85,800.64 $ 114,264.37 PAY ESTIMATE #9- COST BREAKDOWN S.P. 217-1124102 & S.P. 086-637-033 70TH STREET NFJCSAH 37 IMPROVEMENT PROJECT CITY OF OTSEGO AND WRIGHT COUNTY 49 50 .nm.lwe assn uuara mrzr ri e 2501.502 Trash Guard tar 3C' Pie r EACH $61200 $ 357.W Roadwa $ 357.50 S S.P. Z1]-tt2-0UZ Storm Sewer $ $ 357.50j171,18 $ TOTAL $ 4 Roadway $ 4 S.P. Ua6-547-U43 Storm Sewer S $ 4 TOTAL $ 61200 1 $ 61200 1 $ Item No. S . Re1 Description Unit Unit Price Estimated Quantity Cast Extension Used to Date Estimated Cost Extension Quantity Cast Used to Extension Date Cost Extension Estimated Quantity Cost Extension "Used to Date" Extension Cost Extension Estimated Quantity Cast Ext-lon Used to Date Co. Extension Estimated Quantity Cast Extension Used to Date Cost Extension Estimated Quant Cost Extension "Used to Data Extension Cost Extension Total Esturmed Quant' Total Esilmated Extension Total Used to Date Total "Used to Date" Extension 1 2021.501 Mabe tion LS §89,234.00 0.61 $ 54,432.74 0.61 $ 54,43274 0.05 $ 4,461.70 0.05 § 4,461.70 0.66 $ 58,894.44 0,66 $ 58.894.44 0.32 $ 28,55488 0.32 $ 28,554.88 0.02 $ 1,784.68 0.02 $ 1,784.68 0.34 $ 30339.56 0.34 $ 30339.56 1.00 589,234.W 1.0) $89,234.00 2 2041.610 Trainees HR $1.W 305 $ 305.0 400 $ 400.00 25 $ 25.00 $ 330 $ 30),0) 400 $ 400.50 160 $ 160.00 $1224'0 $ 10 $ 10.00 2502.507 a Precast Concrete Headwall 3 170 $ 170. DO 0 § 500 $500.00 400 $400.00 3 2101.501Clearin ACRE $2550.0 2 S 5.100.00 2.0 $ 5,100.00 4,080.00 18 $ $ 2 $ 5,100.00 20 $ 5,100.0 1.2 $ 3,050.00 1.2 $ 3;060.00 $ $ 64 $ 1.2 $ 3,060.00 1.2 $ 3,060.00 3.2 58,160.00 3:2 $8,150.00 4 2101,506 Grubbin ACRE $2550.0 2 $ 5,100.0 20 $ 5,100.00 9,700.20 S $ 2 5 5,100.00 20 $ 5,100.00 12 $ 3,060.90 1.2 $ 3',060.00 $ $ $ $ 1.2 $ 3,060.00 1.2 $ 3,50D.M 32 $8,1600) 3.2 $8,160.00 5 2104.501 Remove Curb&Gutter LF $3.13 137 $ 428.81 157 $ 491.41 E S $ 137 $ 428.81 157 S 491.41 296 $ 93274 $ $ S $ $ 94.59 $ 298 $ 93274 0 $ 435 §1,361.55 157 $491.41 6 2104.501 Remove Pi Culverts LF $12,24 151 $ 7,848.24 218 $ 2668.32 $ 1,014.30050.65 $ $ 151 $ 1,848.24 216 $ 2668.32 369 S 4,516.56 645 E 7894.60 106 S 7,568.40 $ 360 $ 4,516.56 645 $ 7894.80 520 -66,364.80 863 $10,563.12 7 a 2104.505 Remove Bituminous Pavement �1ru vw o".....,,e w"ii�.,1� SY Fnr•H $7.54 314 nn 673 $ 1,ID6.42 S 1484 $ 2,285.36 S _ $7;568.40 $ S _ $ S 673 0 1103642 5 1,484 D $ 2285.36 R - 13875 J S 21,367.50 S 15(1650 13,548 7 $ 20,863.92 5 1.40.00 137 S $ - 101 $ $ - 13875 7 $ 21367.5013,548 $ 15WDO 2 $ 9853.92 S 155050 14548 7 $22403,92 S15(XIW 15,032 2 $23,149.29 S15M r1[1 49 50 .nm.lwe assn uuara mrzr ri e 2501.502 Trash Guard tar 3C' Pie r EACH $61200 $ 357.W $ $ 357.50 S $ $ $ 357.50j171,18 $ 0 $ 4 0 $ 4 $ S $ 4 1 $ 61200 1 $ 61200 1 $ 612.00 1 E 612,0) 1 $61200 1 $61200 51 2501.602 Trash Guard for 48' Pie EACH $1,224.00 Estimated Quantity Cost Extension $ Cost Extension Estimated Quantity Cost Extension $ 2 $ 2,448.00 2. $ 2448,00 2 $ 2,448.00 2 $ 2.448.00 $ Total "Used to Date" Extension $ 2506.501 Construct Drama. Structure Desin 4 4020 LF $ % 2582502 4"SaBd Line White - Paint $ 0 $ 30.5 0 $ S 29,620.80 2 $2,448.00 2 $2,446.00 52 2501,602 Trash Guard for 28"Spen n EACH $61200 8 $ 14.00 $ 8,568.00 $ 2 $ 1,224.00 2 $ 1,224.0 2 $ 1,224.00 2 $ 1,224.00 $ '78.0 $ 78 $ 7.02 $ 55 $ 0 $ 6s 0 E $ 5.049.00 2 $1224'0 2 $1.224.00 53. 2502.507 a Precast Concrete Headwall EACH 320400 44 5 8,976.0 28 $ 5471200 $ 13.60 $ 44 $ 6,976.00 28 $ 5,71200 20 $ 4,080.00 18 $ 3,67200 11.90 $ 12 $ 20 $ 4,OBO.D 18 $ 3:67200 64 $13.56.00 46 $9,384.0 54 2502.541 4"Psi PVC Pi Drain LF $6.12 1585 $ 9,700.20 1,307 $ 7.998.84 $ LF $ 1585 $ 9,700.20 1,307 $ 7,998.84 720 $ 4406.40 728 $ 4465.36 0.00 $ h $ 720 $ 4,406.40 728 $ 4455.36 350 $14,106.60 2035 $12,45420 55 2502.547 8'Pert PVC Pi Grain LF 814.28 450 $ 5426.00 442 $ 6,371.76 E $ 40.5040.50 $ 450 $ 6,426.00 442 $ 6,377.76 $ iDi S 1,442.28 $ 94.59 $ 25 $ 0 $ 3 101 $ 1,44228 450 $6,426.00 543 $7,754.04 55 2503.541 28"San RCPT Nch Sewer CL 111 LF $71.40 $ 1,014.30050.65 $ $ $ 150 S 7,569.40 106 $ 7568.40 106 $ 7,568.40 106 $ 7,568.40 $ $ $ $ 9,180.00 19.80 $ 23 $ 0 $ 41.90 0 $ $14,23920 106 $7568.40 150 $7;568.40 S7 2503:541 12' RC Pi . Sewer Desilm 3005 CL all depth,) LF $32.64 247 $ 2W $ 22660.00 $ 101 $ 3,296.64 137 $ 4,471.68 101 $ 3.296.64 137 $ 4,471.68 $ S 70055.10 $ $ 7,920.00 91 $ 379 $ 0 $ 71 0 $ $3.11 701 $3,796,64 137 $4,471.68 59 2503.541 15" RC PipeSewer Desi 03006 CLV slid the LF $34.69 3021 $ 3,444 $ 10,710.84 $ 1596 S 55,349.28 1,616 $ 55,042.88 1596 $ 55,349.28 1,616 S 56,04288 $ S 16295.16 $ $29,86222 321 $ 11,13228 319 $ 11,062.92 321 $ 11,13228 319 $ 11,062.92 1,917 $66,481.56 1,935 $67105.83 59 2503.541 18" RC Pi a hewer Des' n 3006 CL V all d the LF $34.68 426 $ 426 $ 5,538.00 $ 620 $ 21,501.60 131 $ 4,543.09 620 $ 21,501.60 131 $ 4.543.50 $ $60,593.0) E 2531..1 Canaete Curb B GUUer Desi n B418 IF 8 1613 $ 0 $ 0 $ 5 620 $21507.60 131 $4,543.08 60 2503.541 21°RC P11,Sewer Desi n30)'o CL old ihs LF $36.72 $ S $ 250 $ 7,344.00 712 S 26,144.64 200 $ 7,344.00 712 $ 26,144.64 $ $15.30 $ S 227624 83 $ 3,047.76 79 $ 2,900.88 83 $ 3,047.76 79 S .2900.88 283 $10,391.75 791 $29,045.52 61 2503.541 24"RG Pi eM1Desi 3006 CL 111 slid tns LF $3876 2% $ 296 E 4,55248 E 202 S 7,929,52 1� $ 7.71324 202 $ 7,629.52 799 $ 7,713.24 S $ 10,178.60 t na-7. 1 $ S 1 $ 247 $ 0 $ 288 0 $ $ 11,439.36 S I ZYL $7,873.52 1% $7,713.24 62 2503.541 27' RC Pi a Sewer Desi n 3006 CL III all depths) LF $45.90 535 dA $ 543 7774 $21,567.96 .534541. 5 n $ 3,534.30 81 E 3,717.90 71 $ 3534.30 et $ 3 777.90 $ $ S $ 0 $ 6 $ 77 $3,534.30 81 $3,717.90 63 2503,541 60" RC Pi a Sewer hes' 3006 CL III all depths) LF $51.00 S 8 $ 0 $ 0 $ 5' $ 419 $ 21 369,0) 414 $ 27 114.0 419 S 21 369.00 414 S 21,114.00 419 $21 369.00 474 $21,114.00 94 2582501 Pavement Massame nhm Arrow -Paint EACH $71,40 5 $ 357.W Roadway $ 357.50 S S.P. Ztt-11Z-002 Storm Sewer 5 $ 357.50j171,18 TOTAL 357.0) 4 Roatlway 285.60 4 Storm Sewer S $ 4 TOTAL 4 8 285:60 9 $642.60 Item No. Sec. Ret 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!. DoW 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 "Usedto Date" Extension Cost Extension Total Ectlamted Total Estimated Quant Extension Total Used to Date Total "Used to Date" Extension 64 2506.501 Construct Drama. Structure Desin 4 4020 LF $61200 % 2582502 4"SaBd Line White - Paint $ $0.09 $ 30.5 $ 18665,00 48.40 S 29,620.80 31 $ 18666.0) 48.40 $ 23,520.80 $ 7500 $ 8 $ 4,8%.00 14.00 $ 8,568.00 8 $ 4,896.00 14.00 $ 6,568.0 38.50 $23,562.0 6240 $38,166.&1 65 2505507 Construct Drainage Structure Design LF '78.0 $0.09 78 $ 7.02 55 $ 5,049.00 5.50 $ ,049.00 6s 5,. D, 5.50. $ 5.049.00 158 $ 14.22 $ 8.1 $ 7,435.W 8.10 7;435.80 8 $ 7,43680 8.10 $ 7435.60 13.60 $12,484.80 13.60 $12,484.80 66 2550.501 Ccretruct Grein .Structure Desi"6O4020 LF $714.00 S 88.74 $ 3 $ 122 5 8,710.80 11.90 $ 8,4%.60 12 $ 8,710.80 11.90 $ 8,496.60 17289 $ $ E E $ 17289 $ 0 $ 0.00 3261.63 1220 $8,710.80 11.% $8,496.60 67 25D6.501 Construct OreneStmdure Desi Bfi-4020 LF $816.00 $ 25245 S $ E 0 $ $ 0 $ 0.00 $ h $ $ $ 4.6 $ 3,753.60 4.60 $ 3753.60 5 S 3,753.60 4.60 $ 3,753.60 4.60 $3,753.50 4.60 $375360 60 2550.501 Construct Orana a 5[mcture Design H LF $408.00 $ E $ 40.5040.50 $ 14.1 $ 5,752.80 1501 $ 14 $ 5,75280 0.00 E $ $ $ 94.59 S 25 $ 1 @0.00 1,501 § 3 $ 1031.00 0.0) $ 16.60 $6,7280 0.00 $0.00 69 2506.501 Cored -t Drai . St -t- O.ilinN LF $450.00 $ 1,014.30050.65 $ $ 19.4 $ 7,915.20 15.10 b 6,760.80 19 $ 7,915.20 15.10 $ 6,160.80 $ 325.85 $ $ $ 225 $ 9,180.00 19.80 $ 8,078.40 23 $ 9,180.00 19.60 $ 8,078.40 41.90 $1709520 34.90 $14,23920 70 2515.503 Articulated Inteelo,king Black Open Call, Type A' BY $110.00 1 $ 3870 $ 247 $ Z7,170.00 2W $ 22660.00 247 $ 27,170.00 206 $ 22660.00 $ $ 13,370 $ - 72 $ 7.920.00 91.41 S 70055.10 72 $ 7,920.00 91 $ 10,055.10 379 $35,090.00 97 $31,715.10 71 2521.501 4"Concrete Walk SF $3.11 3021 $ 9,395.31 3,444 $ 10,710.84 $ 8 3021 S 9.395.31 3,444 $ 10,710.84 6581 $ 20,466.91 5,240 $ 16,95,16 Total - BI Schedul,"A" $ E 6581 $ 20,466.97 5,240 S 16295.16 9,602 $29,86222 8.684 $27.050.50 72 2531.501 Concrete Curb&Gutter Desi n8424 LF $13.00 4175 $ 54275.50 4235 $ 55.55.00 96,299.58 $ 944,336.01 $ 4175 $ 54,275.00 4,235 $ 55,055.00 426 $ 5,538.50 426 $ 5,538.00 $ E 426 $ 5.536.00 426 $ 5,538.00 4,501 $59813.00 4,661 $60,593.0) 73 2531..1 Canaete Curb B GUUer Desi n B418 IF $11.30 1613 $ 78.226.90 1 613 $ 18,226.90 $ 5 7613 $ 19,226.90 1,615 $ 18,226.90 2505 $ 23 560.. 2,085 $ 23.580.50 b S 2785 $ 23,560.50 2,085 $ 23.560.50 3.698 $41,787.4() 3508 $41,787.40 74 2531..1 Concrete Curb & Gutter Des' n 5518 LF $15.30 148 S 227624 748 $ ? 276,24 $ $ 148 S 2,27624 748 $ 2,27624 2% $ 4,55298 2% $ 4.55248 $. $ 2% $ 4,55248 296 E 4,55248 444 $6,828.72 444 $6,828.72 75 2531.507 6'Cenerde0rivewa Pavement SY $39.72 247 $ 9,810.84 255 1M $ 10,178.60 t na-7. 1 1 S 1 S 1 .S _I 247 $ 9,870.84 I S 1- 255 1M $ 10,128:60 I S 3.9.476 288 $ 11,439.36 I S _ 286 $ 11,439.36 S I S 1 S 1 $ 1 288 1 $ 11,439.36 S 288 D 4 11,439.% S _ 535 dA 521,250.20 S1IKJ SF 543 7774 $21,567.96 .534541. 94 2582501 Pavement Massame nhm Arrow -Paint EACH $71,40 5 $ 357.W 5 $ 357.50 S S 5 $ 357.50j171,18 357.0) 4 $ 285.60 4 S $ 4 $ 285.60 4 8 285:60 9 $642.60 9 $64260 95 2582501 Pavement Message ield.-Paint EACH $1129 1 $ 1122] $ $ E 1 $ 11227 2 $ 224.40 $ $ 2 $ 224.40 0 S 3 $336,60 0 $G.0) % 2582502 4"SaBd Line White - Paint LF $0.09 17000 $ 11530.00 17,148 S 1,54332 $ $ 17500 $ 1.530.50 7500 $ 675.W 7,561 $ $ 7500 $ 675.00 7,561 $ 603.49 24,500 $2,20503 24,709 $2223.81 97 2582.502 6'Sarid Line Wtile- Paint LF $0.09 78 $ 7.02 $ $ $ 78 $ 7.02 158 $ 14.22 $ $ 158 $ 14.22 0 S 236 $2124 0 $0.W % 2582502 8'Ddfed Line Whde-Pant LF $1.53 50 S 88.74 3 $ $ 58 $ 88.74 M$l,54Q3.32 113 $ 17289 $ E 713 $ 17289 O $ 771 3261.63 0 $000 99 2582502 12'Sto Line Whde-Pnt LF $2.55 56 S 14280 99 $ 25245 $ $ 56 $ 142.W25245 $ 83 h $ $ 0 $ 83 $ 211.65 56 $14280 182 $464.10 100 2582502 4"Shcd Line Ydiw+-Pam LF $0,W 450 $ 40.50 450 $ 40.50 $ $ 4. $ 40.5040.50 1501 5 94.59 7051 $ - $ 1051 $ 94.59 7 Wt $ 94.59 1,501 $135.09 1,501 $135.09 101 2582502 24" Solid Line Yellow -Paint LF $2.45 414 $ 1,014.30 433 $ 1,060.85 $ $ 414 $ 1,014.30050.65 133 $ 325.85 139 5 $ 133 $ 325.85 139 $ 340.55 547 $1,340.15 572 $1,401.40 102 2582502 r D9ubie Solid Line Yellow -Paint LF $0.17 9.0 $ 1,615.00 9,769 $ 1,660.73 $ $ 9500 $ 1,615.00060.73 3870 $ 657.90 3.103 $ S 3870 $ 657.90 3,103 $ 527.51 13,370 $2,27290 12,872 $2,188.24 103 2582603 Pavement a mg Special -Paint LF $4.59 25 $ $ 8 25 $ 114.- Total - BI Schedul,"A" 1,927,266.99 1,912,46923 T250,795.24 251,124.72 2,178,062.23 2,163,593.95 S 855,75269 854,439.42. 88,583.32 96,299.58 944,336.01 950,739.00 3,122,398.24 $3,114,332.94 - S.P. 277412-002 S.P. 086537-033 S.P. 277-772-002 S.P. 086-637-033 Roadway Stone Sewer TOTAL Roadway Stone Sewer S.P. 217-172-002 kem N. Spec. Ref Deecri ie S.P. 217-112462 Cost Extension Usetl to Oat.* Estimated Cast Used to Cost Cost Extension Ouantky Extension Date Ftension S.P. 086-637433 "Used to Date" Cost Extension E#ension Estimated Cost Extension Quantity Cost Ftension Used to Date S.P. D86537-033 B.P. 086537-033 TON $1734 1053 Roadway Storm Sewer $ 12009.06 $ $ TOTAL $ 11,991.02 1.059 Roadway $ 5,508.98 449 Storm Sewer TOTAL 2 2451.509 Crushed Rok (3" Recycle) Roadway Roatlway Storm Sewer eco Rei Storm Sewer Unk TOTAL Estimated Cost Usetl to Cost Cost Extension Quantity Etlension Oate Extension TOTAL Roadway Estimated Cast F tension Quardlty Roadway Cost E#ension Storm Sewer TOTAL Total Estiamted Total Estimated Cost Extension Ouami Extension Total Usetl to Gate TOTAL 1 2545.501 kem No. Sec. Ret Destri tion Item No. 5 Ref Descrl Ion Unil Unit Price Estimated Used to QardkCost E#ension Date Cost Extension Estimated Cnst Usetl to Quantity Extension Date Cost E#ension Estimated quantity Cost E#ension Cost E#ension Cost Extension Estimated Quantity Cost Extension Used to Date Cost Estimatetl Extension Ouardity CostUsetltoCost F�itenslon Date Extension Estimated quardlly Cos[Extension Used to Oat."Total Extension Cost Extension Edlmted quarrtit Total Estimated E#ension Total Used to Date Total "Used to Date" E#ens(on 1 2104505 Addkbnal Bituminous Pavement Removed CY $10.05 $ E $ $ 97,177.57 8 0 $ t $ 791 $ 7,973.28 791 $ 7,973.26 $ - $114,801.16 S 791 S 7,973.28 791 $ 7,973.28 791 $797325 791 $7.973.28 2 2021SD1 Moeifaatian EACH $41250 $. $ S S $ 0 $ 0 $ 3.00 S 1,237.50 3.00 $ 1,237.50 E 1 S 2175:80 $ 3 E 1.237.50 3.00 $ 1,237.50 3.00 $1,237.50 3.00 $1,237.50 3 Rehpte5 'al Sin EACH $505.00 $ $ $ $ 34,754.40 $ O S 9.654.00 E 2 $ 121000 1 $ 605.00 $ - 2105.fiO4 Geotexlile Fabric, Types $ 2 $ 1,210.00 1 $ 605.00 2 $1 ,210.. 1 5505.00 Signs insfa'ied an fir23/f5 S $ $ 0 $ D $ 75 $ 11250 113 $ 169.50 $ $ - 75 S 112.50 113.00 $ 169.50 75.00 $11250 113.00 $169.50 13 254.601 48' Detour Ahead Sin $0.75 pesi nida PER DAY $225 $ $ 4 2563.501 48" Road Closed Ahead PER DAY $0.75 $ $ b $ - $ 0 S 0 $ 85 $ 63.75 172 $ 91.504.75 $ 25425 75.00 $14.75 113.00 $254.25 12250 $ 91.50 115.00 $63.75 $ $ 5254.501 4B" Detour Ahead PER DAY $0.75 $ $ $ 75 $ 0 $ 0 8 85 $ 63.75 122 $ 9150 $ - 82.995.50 8 85 $ 63.75 122.00 $ 91.50 85.00 $63.75 $ .506 2563501(8) Detour GuidanceAsseblies+ PortableSuppohs10.2SF/Each $0.16SF/Da.+$0.47su aVda PER DAY $16.82 $ E $ $ 2167.04 S 0 S l7 S 85 $ 1,429.70 122 $ 2052-N S - 56.00 $ - 85 8 1,429.70 122.00 $ 2052D4 8570 $1,429.702047 2563601 3 T e III Bamcades. $1531/EwIYDa PER DAY $4.59 $ $ $ $ 0 $ 0 $ - 85 S 39D.15 122 $ 559.98 $ - $ - 85 $ 390.15 12200 $ 559.98 85.00 $390.15 9.988 2563.601 6 T eA Flasher $0.25//Each/Da PER DAY $1.50 $ $ $ $ 0 $ 0 $ - 85 $ 127.50 122 $ 183.00 $ - $ - 85 $ 12750 12200 $ 183.0 65.00 $127.50 aWOWE76.00 3.0092563 507(4) 60'x 30' Road Closed Miles Ahead Sign (125SF/Each $0.1F/Dz PER DAY $8.00 $$ $ $ - 0 $ 0 S - 55 $ 660.00 122 $ 976.00 S - E - 85 $ 660.00 171.00 $ 976.00 8500 $680.00 0�. fi.0010 2'63'601 (2) 48' x 18" Detour Sign (6 SF/Each @ $0.16 SF/Day) PER DAY $1.92 $ $ $ $ 0 $ 0 $ 85 $ 163.20 122 $ 234.24 $ - $ - 85 $ 163.20 122.017 $ 23424 5500 $163.27 4.24 l alar -mange mer rve.n - - - S.P. 277412-002 S.P. 086537-033 S.P. 277-772-002 S.P. 086-637-033 Roadway Stone Sewer TOTAL Roadway Stone Sewer S.P. 217-172-002 kem N. Spec. Ref Deecri ie S.P. 217-112402 Cost Extension Usetl to Oat.* Estimated Cast Used to Cost Cost Extension Ouantky Extension Date Ftension S.P. 086-637433 "Used to Date" Cost Extension E#ension Estimated Cost Extension Quantity Cost Ftension Used to Date S.P. D86537-033 S.P. 086537-033 1 2277.501 ate Base Class SMod TON $1734 1053 Roadway Storm Sewer $ 12009.06 $ $ TOTAL $ 11,991.02 1.059 Roadway $ 5,508.98 449 Storm Sewer TOTAL 2 2451.509 Crushed Rok (3" Recycle) Roadway $ 8,214.23 Storm Sewer eco Rei Destri Ion Unk TOTAL Estimated Cost Usetl to Cost Cost Extension Quantity Etlension Oate Extension Estimated Quantity Cost E#ension Roadway Estimated Cast F tension Quardlty Stone Sewer Cost E#ension Estimated Quantity Cost Usetl to Cast Extension Date Extension TOTAL Total Estiamted Total Estimated Cost Extension Ouami Extension Total Usetl to Gate Total "Used to Date" Extension 1 2545.501 kem No. Sec. Ret Destri tion UnR Unit Price Estimated Quantity Cost Extension Used to Oate Estimated Cos[ Extension Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost E#ension "Used to Date" E#ension Cos[ Extension Estimated Quamity Cosl Extension Used to Date Cost Estimated Extension Quantity Cast Extend.. Used to Date Cos[ E#ension Estimated Quantity Cost E#ension "Usetl to Date" E#ension Cost Extension Total Estimmted QuaN Total Estimatetl Extension Total Used to Date Total "Used to Date" Extension Signs installed cm 5030/15 76369 $ 70,550.39 fi14.674 $ 97,177.57 10267 $ 44,250.77 74,142 $ 60,952.02 $ - $ - 10267 $ 44,250.77 14,142.00 $ 60,952.02 26,636.00 $114,801.16 36,689.00 $158,129.599 2 2105.522 Select Granular Borrow L CY $10.44 2000 $ 20,880.00 $ $ $ MO 8 27,1160.00$ 11 754607 (9)Detaur Guidance Assemblies+Potable Supports 10.25F/'rach $0.i65F1Da +$0.471. oWda PER DAY $18.92 S $ $ $ 0 1 $ 0 $ - 78 S 1,475.76. 115 1 S 2175:80 $ - $ - 78 1 $ 1.475.78 115 1 $ 2175.80 78 $1.475.76 115 463 Signs Installed on 712115 $ 52826.40 6031 $ 21,711.60 9,654 $ 34,754.40 $ $ - 6031 S 21.71750 9.654.00 S 34754.40 14,894.0 $53,618.40 24,328.00 $87,580.80 4 2105.fiO4 Geotexlile Fabric, Types BY $4.60 1fi00 $ 7,2(10.00 8 $ $ 12 254.601 2 48` Road Closed S n $0:75 w si n/da PER DAY $1.50 $ S $ $ 0 $ D $ 75 $ 11250 113 $ 169.50 $ $ - 75 S 112.50 113.00 $ 169.50 75.00 $11250 113.00 $169.50 13 254.601 48' Detour Ahead Sin $0.75 pesi nida PER DAY $225 $ $ $ $ D S 0 $ - 75 $ 168.75 1 t3 $ 254.25 S - $ - 75 $ 168.75 113.00 $ 25425 75.00 $14.75 113.00 $254.25 14 254.501 (19) Detour Guidance Assemblies+Portable Supports 10.26F/Each 50.165E/Da +$O.q7 su oNda PER DAY $39.94 S $ $ $ D $ - D $ - 75 $ 2.995.50 113 $ 4.513.22 $ 8 - 75 $ 2995.50 113.00 $ 4,513.72 75.00 82.995.50 113.50 $1.51322 15 254.601 (2) Special M'x48`Signs(28SF/Each@$38.595F) SF $36.59 $ S $ $ D $ - 0 S - % $ 2167.04 56 $ 2,161.04 S - $ 56 S 2,161.04 56.110 $ 2,161.04 56.00 52,761,04 56.00 82,161.04 l alar -mange mer rve.n - - - Total- Supplemental Agreement No. 1 5 tau as/.l9 a lou,uua.s! a i S.P. 277412-002 S.P. 086537-033 S.P. 277-772-002 S.P. 086-637-033 Roadway Stone Sewer TOTAL Roadway Stone Sewer S.P. 217-172-002 kem N. Spec. Ref Deecri ie S.P. 217-112402 Cost Extension Usetl to Oat.* Estimated Cast Used to Cost Cost Extension Ouantky Extension Date Ftension S.P. 086-637433 "Used to Date" Cost Extension E#ension Estimated Cost Extension Quantity Cost Ftension Used to Date Cost Estimated Cosl Used to Cost Ftenslon Quantity Extension Gate Extension S.P. 086537-033 1 2277.501 ate Base Class SMod TON $1734 1053 Roadway Storm Sewer $ 12009.06 $ $ TOTAL $ 11,991.02 1.059 Roadway $ 5,508.98 449 Storm Sewer TOTAL 2 2451.509 Crushed Rok (3" Recycle) Roadway $ 8,214.23 kem No. eco Rei Destri Ion Unk Estimated Used to Unk Price Quantity Cost E#ension Date Estimated Cost Usetl to Cost Cost Extension Quantity Etlension Oate Extension Estimated Quantity Cost E#ension "Used to Date' E#ension Estimated Cast F tension Quardlty Used to Cost E#ension Date Cost E#ension Estimated Quantity Cost Usetl to Cast Extension Date Extension "Used to Estimated Date, Quantity Cost Extension E#ension Total Estiamted Total Estimated Cost Extension Ouami Extension Total Usetl to Gate Total "Used to Date" Extension 1 2545.501 Electric Unit System LS $73,909.00 -0.33 $ 24,636.0.9 -0.33 $ 24,63fi.C8 $ $ -0.33 $ 24,636.50 0.33 $ 24.46:09 -0.61 $ 49,27291. -0.67 $ 49,27291 Cost Extension $ - i - -U.S' $ 49,2891) 0. $ 49,27291 -1.50 373,950.00 -1 -$73909.D0 2 2545.601 ec ric g System 5 0.33 Cost Extension Total Estlamletl Quandt Total Estimated Extension Total Used to Date 0.67 1 2105.505 Muck Excavation - - $4.31 1.00 $75,830.38 1 $75,40.38 Total- Supplemental Agreement No. 1 5 tau as/.l9 a lou,uua.s! a i S.P. 277412-002 S.P. 086537-033 S.P. 277-772-002 S.P. 086-637-033 Roadway Stone Sewer TOTAL Roadway Stone Sewer TOTAL kem N. Spec. Ref Deecri ie S.P. 217-112402 Cost Extension Usetl to Oat.* Estimated Cast Used to Cost Cost Extension Ouantky Extension Date Ftension Estimatetl Quardity "Used to Date" Cost Extension E#ension Estimated Cost Extension Quantity Cost Ftension Used to Date Cost Estimated Cosl Used to Cost Ftenslon Quantity Extension Gate Extension S.P. 086537-033 1 2277.501 ate Base Class SMod TON $1734 1053 $ 11,941.02 1,059 $ 12009.06 $ $ 104 $ 11,991.02 1.059 E 72,009.06 447 $ 5,508.98 449 S 5;1191:4 5 - $ - 447 $ 5,068:98 40.9 $ 5,091.1E 1,500 $17,010.00 1.508 $17,1170.72 2 2451.509 Crushed Rok (3" Recycle) Roadway $ 8,214.23 Storm Sewer $ 9,704.56 $ $ 211 $ 8,214.23 234 TOTAL $ 3,464.77 50 Roadway 89 $ 3,464.77 89 $ 3,464.77 300 $71,679.00 323 $72569.31 Storm Sewer Unit Price Estimated Quantity Cost Extension TOTAL Estimated Cost Extension Quardky Cost Us.d to Cost Extension Dale Ext.nd.n Estimated Quamity Gost Extension "Usedto Date" Extension Cost E#ension Item N. Spec. Ref Descri tion Unit Unit Price Estimated Quantity Used to Cost Extension Dale Estimated Cost Extension Quantity Cost Used to Extension Date Cost Extension Estimated Quantity Cost Extension T eSP 9.5 Wearin Course Medure 3,C Cost Extension Estimated Quantity Cos[ Extension Used to Date Cost Extension Estimated Cos[ Used to Cost Quantity Extension Date Ed slop Estimated Quantity Cos[ Extension "Used to Date' Extension Cost Extension Total Estlamletl Quandt Total Estimated Extension Total Used to Date Total "Used to Date" Extension 1 2105.505 Muck Excavation CY $4.31 1469 $ 70,550,39 22,547 $ 97,177.57 $ $ 76369 $ 70,550.39 fi14.674 $ 97,177.57 10267 $ 44,250.77 74,142 $ 60,952.02 $ - $ - 10267 $ 44,250.77 14,142.00 $ 60,952.02 26,636.00 $114,801.16 36,689.00 $158,129.599 2 2105.522 Select Granular Borrow L CY $10.44 2000 $ 20,880.00 $ $ $ MO 8 27,1160.00$ 7500 $ 78,300.00 8,329 S 86,954.76 $ $ 7500 1 78,300.0 8,339.00 $ 86,954.76 9,500.00 $99,18D.00 8,329.00 $85,954.76 3 2105.523 Common Bonow L CY $3.60 8863 $ 31.906.60 14,674 $ 52,826.40 $ S 463 $ 31;906.80 $ 52826.40 6031 $ 21,711.60 9,654 $ 34,754.40 $ $ - 6031 S 21.71750 9.654.00 S 34754.40 14,894.0 $53,618.40 24,328.00 $87,580.80 4 2105.fiO4 Geotexlile Fabric, Types BY $4.60 1fi00 $ 7,2(10.00 8 $ $ 1600 $ 7,2(70.00$ $ - $ - $ $ - D $ 0.00 $ 1,600.00 $7,2(10.00 0.00 $0.00 Total- Supplemental Agreement No. 1 5 tau as/.l9 a lou,uua.s! a i Total -Minor Work Order No.3 $ 5,013.37 $ s,ula."ai a l,auu.uu 5IX. U. S.P. 277412-002 S.P. 086537-033 S.P. 277-772-002 S.P. 086-637-033 Roadway Stone Sewer TOTAL Roadway Stone Sewer TOTAL kem N. Spec. Ref Deecri ie Estimated Unit Unit Price Quantity Cost Extension Usetl to Oat.* Estimated Cast Used to Cost Cost Extension Ouantky Extension Date Ftension Estimatetl Quardity "Used to Date" Cost Extension E#ension Estimated Cost Extension Quantity Cost Ftension Used to Date Cost Estimated Cosl Used to Cost Ftenslon Quantity Extension Gate Extension "Used to Estimated Date" Total Estiaated Total Estimatetl Total Usetl to Tofal "Usetl to Quantity Cas[ E#ension Extension Cost Extension Quantity Extension Data Date" Extension 1 2277.501 ate Base Class SMod TON $1734 1053 $ 11,941.02 1,059 $ 12009.06 $ $ 104 $ 11,991.02 1.059 E 72,009.06 447 $ 5,508.98 449 S 5;1191:4 5 - $ - 447 $ 5,068:98 40.9 $ 5,091.1E 1,500 $17,010.00 1.508 $17,1170.72 2 2451.509 Crushed Rok (3" Recycle) TON 536.93 211 $ 8,214.23 234 $ 9,704.56 $ $ 211 $ 8,214.23 234 E 9,104.56 B9 $ 3,464.77 50 E 3,464.77 $ - $ 89 $ 3,464.77 89 $ 3,464.77 300 $71,679.00 323 $72569.31 Total -Minor Work Order No.3 $ 5,013.37 $ s,ula."ai a l,auu.uu 5IX. U. S.P. 277-772-002 S.P. 086-637-033 S.P. 217-112402 TOTAL Roadway Stone Sewer TOTAL S.P. 006537-033 "Used to Roadway Storm Sower It.. TOTAL Estimated sed to Roadway Cost Used to Cost Storm Sewer Date" TOTAL Used to Cod Esgmaled Cost Used to Cost It.. No. Sec. Ref Description Unit Unit Price Estimated Quantity Cost Extension Usetl to Oat. Estimated Cost Extension Quardky Cost Us.d to Cost Extension Dale Ext.nd.n Estimated Quamity Gost Extension "Usedto Date" Extension Cost E#ension Estimated QVarrtity Usetl to Cost Ftenslan Gate Cost Estimated Ftenslon Quantity Co. Used [c Cost Extension Oate E#ension Estimated Quantity "Used to Date" Cost Ftension Ftension Cos[ Extension Total a tiaated Total Estimated Quami Extension Total Us to Date Togl "Used to Oate" Ftenslon 1 2350.501 T eSP 9.5 Wearin Course Medure 3,C LS -$4,376.56 DEC $ 3.936.90 0.90 E 3,938.90 E $ 0.90 $ 3,930.90 0.90 $ 3,930.90 0.70 $ 437.6fi 0 $ 437. $ - $ - 0.10 $ 437.4 0.10 $ 437.4 1 -$4,376.56 1 -j4,376.56 2 2360502 Type SP 725 on serCWrse ure(3,C) LS -$765.34 0.33 ( 0.33 252.56) 0.33 $ (252.56] 0.W (226) 0. $ (52.70 0.67 $ 5278) - 0.67 (12rj 0.67 S (51278) 1 -$765.34 1 -$765.34 Total -Minor Work Order No.3 $ 5,013.37 $ s,ula."ai a l,auu.uu 5IX. U. S.P. 277-772-002 S.P. 086-637-033 Roadway Storm Sewer TOTAL Roadway Stone Sewer TOTAL "Used to "used to It.. Estimated sed to Estimated Cost Used to Cost Estimated Date" Estimated Used to Cod Esgmaled Cost Used to Cost Estimated Dale" �Tda1EdI.mttd�--,.,.EdI-.ladmitt' Total "Used to No. Spec. Ref Deserlption Unit Unit Price Quantity GosF Ftension Date Cost Extension Quantity Extension Date Extension Quantity Cost Extension Extension Cost Extension Quardky Cost Extension Date Extension Quantity Extension Wte Extension Quantity Cost Extension Extension Cost Extension Quentlry E#ensiDate"Extension nonageslem S 0.95 - - - - ,464.$75,490.80 2 2502502 Cennectto islmg Ppe_. n EA $ 4 $ 1,050.00 7 $ 1,837.50 4.00 ,050.00 7 o� • _ ®E,..:1.:,,.��E��E��E��aE��vE�..l:'..:,o.�.��a...,�E��E�i�E�.a�-.:,i��szio�o o� '• _ ®��a��E��E��o�o�s�.�o��E�i�E�.�T,i�E�j.-�-.,opo oma- • ®EL1r.e:I..�E��E��E��E�s�E��v��oEt,-._.��..��E�i�E,�.,...:'.9i��:�o�o 0-�., ®l$FTYL1-��-E�-E�-E�"E_��'�_OFi6C[4.l0EiftYlp-��-E��_fiFtYI11�-E�6CYIg0®i 0�. Total -Minor Work Order No.3 $ 5,013.37 $ s,ula."ai a l,auu.uu 5IX. U. notal -supplemental Agreement No, 4 WORK COMPLETED $ 2,079,421.79 $ 2,085,049.18 $ 333,109.24 $ 330,263.02 $ 2,412,531.03 TO DATE= S 2,415,30220 $ 1,032,937.07 $ 98,583.32 $ 96,299.58 $ 1,121,520.39 $ 1,169,370.34 S 3,534,051.42 $3,584,67253 S.P. 277-772-002 S.P. 086-637-033 Roadway Storm Sewer TOTAL Roadway Stone Sewer TOTAL "Used to "used to It.. Estimated sed to Estimated Cost Used to Cost Estimated Date" Estimated Used to Cod Esgmaled Cost Used to Cost Estimated Dale" �Tda1EdI.mttd�--,.,.EdI-.ladmitt' Total "Used to No. Spec. Ref Deserlption Unit Unit Price Quantity GosF Ftension Date Cost Extension Quantity Extension Date Extension Quantity Cost Extension Extension Cost Extension Quardky Cost Extension Date Extension Quantity Extension Wte Extension Quantity Cost Extension Extension Cost Extension Quentlry E#ensiDate"Extension nonageslem S 0.95 - - - - ,464.$75,490.80 2 2502502 Cennectto islmg Ppe_. n EA $ 4 $ 1,050.00 7 $ 1,837.50 4.00 ,050.00 7 1,837.50 notal -supplemental Agreement No, 4 WORK COMPLETED $ 2,079,421.79 $ 2,085,049.18 $ 333,109.24 $ 330,263.02 $ 2,412,531.03 TO DATE= S 2,415,30220 $ 1,032,937.07 $ 98,583.32 $ 96,299.58 $ 1,121,520.39 $ 1,169,370.34 S 3,534,051.42 $3,584,67253 LESS 5% RETAINAGE= $ 120,765.11 $ 58,468.52 $ 179,233.63 ERODIBLE ACREAGE WITHHOLDING (53,0001 DISTRUSED ACRE) $ $ S LESS PAY ESTIMATE #1 = $ 271,845.90 $ 185,836.03 $ 457,681.93 LESS PAY ESTIMATE #2= $ 189,869.05 $ 255,936.88 $ 445,805.94 LESS PAY ESTIMATE #3= S 694,706.02 $ 183,598.54 $ 878,304.56 LESS PAY ESTIMATE #4= $ 460,935.94 $ 257,145.31 $ 718,081.15 LESS PAY ESTIMATE 95 = $ 175,065.08 S 97,911.17 S 272,976.24 LESS PAY ESTIMATE #6= $ 215,248.02 $ 91,770.27 $ 307,018.29 LESS PAY ESTIMATE #7 = $ 125,505.80 $ $ 125,505.79 LESS PAY ESTIMATE #8= $ 61,155.42 $ 24,645.22 $ 85,800.64 CURRENT PAYMENT= $ 100,205.95 5 14,058.40 $ 114,264.37 CURRENT TOTAL PAYMENTS TO DATE= S 2,294,537.09 CURRENT TOTAL PAYMENTS TO DATE= $ 1,110,901.82 $ 3,405,438.91