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ITEM 3.7A Street Improvement Project 14-01 14-02
0 ots'Y.17 o MINNESOTA g DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT: REQUESTOR: MEETING DATE: Public Works City Engineer Wagner October 26, 2015 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 $718,081.15 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 BAC KG RO U N D/J U STI F ICATI O N: This payment is being made for work completed through October 215t ,2015. Fehn Companies and their subcontractors have completed all the clearing and grubbing, bituminous removal, temporary traffic signage (on going until CSAH 37 opens to traffic), road and trail subgrade preparation including all the sand and gravel, all of the concrete curb and gutter, medians and truck apron and driveway aprons have been poured, the first 2 lift of bituminous and temporary striping has been completed project. CSAH 37 is scheduled to open to traffic Friday, October 23`d with the remainder of 701h Street opening about a week later. The contractor is currently working on preparing the trail subgrade and placing gravel along the entire length of the trail as well as placing erosion control and site stabilization, signage, and lighting. The only things that should remain to be completed next year will be paving the final lift for the street, paving the trail, and making sure vegetation has been established. A Supplemental Agreement #2 has been processed to revise the substantial completion description and extend the substantial completion date. The original substantial completion included paving the trail and having the entire project open to traffic by October 15, 2015. Due to the periods of wet weather and the additional soil corrections required throughout the project the it was determined that opening of CSAH 37 would be pushed to October 23`d and the remainder of the work shall be completed by November 71h. The substantial completion was also revised to exclude paving of the bike trail this year. With the trail being located near the old ditches and having the small utility joint trench located near or under the trail in many places it was determined that the trail should sit unpaved for a freeze/thaw cycle to allow any settlements to occur prior to paving. No monetary changes are included with this Supplemental Agreement. The City portion of this Pay Estimate is $460,354.44 with the County portion being $257,726.71. SUPPORTING DOCUMENTS: x ATTACHED ❑ NONE List: Pay Estimate No. 4 Pay Estimate No. 4 Cost Breakdown Supplemental Agreement No. 2 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 $718,081.15 for the 70th Street/CSAH 37 Improvement Project, City Project No. 14-01 & 14-02. BUDGET INFORMATION FUNDING: BUDGETED: x YES MSAS Funds Region 7W Federal Funds o NO ACTION TAKEN ❑ APPROVED AS REQUESTED ❑ DENIED ❑ TABLED ❑ OTHER (List changes) COMMENTS: PAY ESTIMATE #4 CONTRACTOR CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Date: October 26, 2015 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: June 15, 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. MWDOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE I 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 Clearing 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 6 2104.501 Remove Pipe Culverts 520 LF $12.24 $ 6,364.80 523 $ 6,401.52 7 2104.505 Remove Bituminous Pavement 14548 SY $1.54 $ 22,403.92 13548 $ 20,863.92 8 2104.509 Remove Bollards 2 EACH $750.00 $ 1,500.00 2 $ 1,500.00 9 2104.509 Remove Sin 10 EACH $26.00 $ 260.00 10 $ 260.00 10 2104.513 Sawing Bit Pavement Full Depth) 689 LF $1.50 $ 1,033.50 $ 11 2104.521 Salvage Barbed Wire Fence 250 LF $3.00 $ 750.00 $ 12 2104.523 Salvage Casting 2 EACH $100.00 $ 200.00 $ 13 2105.501 Common Excavation P 39992 CY $4.08 $ 163,167.36 42692 $ 174,183.36 14 2105.505 Muck Excavation E 2204 CY $4.31 $ 9,499.24 2204 $ 9.499.24 15 2105.521 Granular Borrow L 180 CY $10.66 $ 1,918.80 $ 16 2105.523 Common Borrow L 13098 CY $3.60 $ 47,152.80 13098 $ 47.152.80 17 2105.535 Salvaged Topsoil From Stockpile L 32622 CY $1.98 $ 64,591.56 9797 $ 19,398.06 18 2105.535 Salvaged Topsoil in Stoc ile 48809 CY $1.41 $ 68,820.69 48809 $ 68,820.69 19 2211.501 A re ate Base Class 3 or 4 40992 TON $6.39 $ 261,938.88 39844 $ 254.603.16 20 2211,501 Aggregate Base Class 5 Mod 33142 TON $11.34 $ 375,830.28 24859 $ 281,901.06 21 2221.501 Shoulder Base Aggre ate Class 2 1254 TON $28.44 $ 35,663.76 $ 22 2232.501 Mill Bituminous Surface 1.5" 145 SY $5.17 $ 749.65 $ 23 2357.502 Bituminous Material For Tack Coat 3431 GAL $2.18 $ 7,479.58 2050 $ 4,469.00 24 2360.501 Type SP 9.5 Wearing Course Mixture 3,C 4801 TON $64.97 $ 311,920.97 589 $ 38,267.33 25 2360.501 Type SP 12.5 Wearing Course Mixture 2,B 2116 TON $58.56 $ 123,912.96 106 $ 6,207.36 26 2360.502 Type SP 12.5 Non Wear Course Mixture 3,C 12745 TON $57.96 $ 738.700.20 11497 $ 666,366.12 27 1 2411.507 Concrete Flume 11 EACH $332.00 $ 3,652.00 11 $ 3,652.00 Bid Schedule "A" S:\Municipa1\A0TSEG0\388\(3) Constmction\Pay Estimates and CO's\OT388 PE#4.xlsx PE-3 PAY ESTIMATE #4 CONTRACTOR CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 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 5 $ 2,550.00 29 2501.515 15" RC Pipe Apron 6 EACH $510.00 $ 3,060.00 6 $ 3,060.00 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 2 $ 1,224.00 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 $ 23,072.40 754 $ 23,072.40 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 2 $ 1,224.00 41 2501.569 18" RC Safety Apron 34 EACH $612.00 $ 20,808.00 34 $ 20,808.00 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 $ 45 2501.602 Outlet Structure 5 EACH $2,550.00 $ 12,750.00 5 $ 12,750.00 46 2501.602 Safety Grate for 24"RCApron 3 EACH $1,224.00 $ 3,672.00 $ 47 2501.602 Safety Grate for 30" RCApron 1 EACH $918.00 $ 918.00 1 $ 918.00 48 2501.602 Trash Guard for 24"Pipe Apron 6 EACH $612.00 $ 3,672.00 2 $ 1,224.00 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" Pie Apron 2 EACH $1,224.00 $ 2,448.00 2 $ 2,448.00 52 2501.602 Trash Guard for 28" S an A ron 2 EACH $612.00 $ 1,224.00 $ 53 2502.501 4" Precast Concrete Headwall 64 EACH $204.00 $ 13,056.00 62 $ 12,648.00 54 2502.541 4" Perf PVC Pipe Drain 2305 LF $6.12 $ 14,106.60 1924 $ 11,774.88 55 2502.541 8" Perf PVC Pipe Drain 450 LF $14.28 $ 6,426.00 173 $ 2,470.44 56 2503.541 28" Span RC Pipe- h 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 $ 3.296.64 101 $ 3,296.64 58 2503.541 15" RC Pipe Sewer Design 3006 CL V all depths) 1917 LF $34.68 $ 66,481.56 1917 $ 66,481.56 59 2503.541 18" RC Pipe Sewer Design 3006 CL V all depths) 620 LF $34.68 $ 21,501.60 620 $ 21,501.60 60 2503.541 21" RC Pipe Sewer Design 3006 CL III all depths) 283 LF $36.72 $ 10,391.76 283 $ 10,391.76 61 2503.541 24" RC Pipe Sewer Design 3006 CL III all depths) 202 LF $38.76 $ 7,829.52 202 $ 7,829.52 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 Design 3006 CL III all depths) 419 LF $51.00 $ 21,369.00 432 $ 22,032.00 64 2506.501 Construct Drainage Structure Design 48-4020 38.5 LF $612.00 $ 23,562.00 38.8 $ 23,745.60 65 2506.501 Construct Drainage Structure Design 54-4020 13.6 LF $918.00 $ 12,484.80 8.1 $ 7,408.26 S:\MunicipahA0TSEG0\388\(3) Construction\Pay Estimates and CO's\OT388 PE#4.xlsx PE4 PAY ESTIMATE #4 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. MNDOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY I UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT I 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 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 $ 6,772.80 2.5 $ 1,020.00 69 2506.501 Construct Drainage Structure Design N 41.9 LF $408.00 $ 17,095.20 35.0 $ 14,271.84 70 2515.503 Articulated Interlocking Block Open Cell, Type A 319 SY $110.00 $ 35,090.00 300 $ 33,000.00 71 2521.501 4" Concrete Walk 9602 SF $3.11 $ 29,862.22 8077 $ 25,119.47 72 2531.501 Concrete Curb & Gutter Design B424 4601 LF $13.00 $ 59,813.00 4400 $ 57,200.00 73 2531.501 Concrete Curb & Gutter Design B418 3698 LF $11.30 $ 41,787.40 3500 $ 39.550.00 74 2531.501 Concrete Curb & Gutter Design S518 444 LF $15.38 $ 6,828.72 423 $ 6,505.74 75 2531.507 6" Concrete Driveway Pavement 535 SY $39.72 $ 21,250.20 480 $ 19,065.60 76 2531.618 Truncated Domes 48 SF $36.72 $ 1,762.56 $ 77 2540.602 Install Mail Box Support 12 EACH $143.00 $ 1,716.00 $ 78 2545.501 Electric Light System 1 LS $73,909.00 $ 73,909.00 .50 $ 36,954.50 79 2563.601 Traffic Control 1 LS $7,548.00 $ 7,548.00 .5 $ 3,774.00 80 2564.531 Sign Panels, Type C 334 SF $33.15 $ 11,072.10 $ 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 83 2573.533 Sediment Control Log Type Straw 640 LF $2.04 $ 1,305.60 468 $ 954.72 84 2573.535 Stabilized Construction Exit 1 LS $1,500.00 $ 1,500.00 .66 $ 990.00 85 2574.508 Fertilizer Type 1 8150 LBS $0.77 $ 6,275.50 $ 86 2575.501 Seeding 16.3 ACRE $102.00 $ 1,662.60 $ 87 2575.502 Seeding Mixture - 25-141 786 LBS $4.08 $ 3,206.88 $ 88 2575.502 Seeding Mixture - 25-151 330 LBS $3.26 $ 1,075.80 $ 89 2575.511 Mulch Material T e 1 33 TON $153.00 $ 5,049.00 $ 90 2575,523 Erosion Control Blanket - Cate o 2 10249 SY $1.22 $ 12,503.78 500 $ 610.00 91 2580.601 Interim Pavement Markin - 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 $ 93 2582.501 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 $ 97 2582.502 8" Solid Line White - Paint 236 LF $0.09 $ 21.24 $ 98 2582.502 8" Dotted Line White- Paint 171 LF $1.53 $ 261.63 $ 99 2582.502 12" Stop Line White - Paint 56 LF $2.55 $ 142.80 $ 100 2582.502 4" Solid Line Yellow- Paint 1501 LF $0.09 $ 135.09 $ 101 2582.502 24" Solid Line Yellow - Paint 547 LF $2.45 $ 1,340.15 $ 102 2582.502 4" Double Solid Line Yellow- Paint 13370 LF $0.17 $ 2,272.90 $ S:\Munic1pa1\A0TSEG0\388\(3) Construction\Pay Estimates and CO's\OT388 PE#4.xlsx PE-5 PAY ESTIMATE #4 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P.217-112-002 and S.P.086-637-033 Bid Schedule "A" CONTRACTOR ITEM NO. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 103 2582.603 Pavement Marking Special -Paint 61 LF $4.59 $ 279.99 $ Total Bid Schedule "A" $ 3,122,398.24 $ 2,303,769.87 Change Order No. 1 ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT I AMOUNT USED TO DATE EXTENSION 1 2104.505 Additional Bituminous Pavement Removed 791 CY 1 $10.08 $ 7,973.28 791 $ 7,973.28 2 2021.501 Mobilization 3 EACH $412.50 $ 1,237.50 3 $ 1237.50 3 Relocate Special Sin 2 EACH $605.00 $ 1.210.00 1 $ 605.00 Signs Installed on 6123115 4 2563.601 48" Road Closed Ahead 85 PER DAY $0.75 $ 63.75 122 $ 91.50 5 2563.601 48" Detour Ahead 85 PER DAY $0.75 $ 63.75 122 $ 91.50 6 2563.601 (8) Detour Guidance Assemblies + Portable Supports (10.2 SF/Each @ $0.16 SF/Da + $0.47 support/day) 85 PER DAY $16.82 $ 1,429.70 122 $ 2,052.04 7 2563.601 3 Type III Barricades $1.53//Each/Day) 85 PER DAY $4.59 $ 390.15 122 $ 559.98 8 2563.601 6 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 @ $0.16 SF/Da 85 PER DAY $1.92 $ 163.20 122 $ 234.24 Signs Installed on 6130115 11 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 $ 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 Sin $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/Da + $0.47 su orUda 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. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2545.501 Electric Light System -1 LS $73,909.00 $ (73,909.00) $ 2 2545.501 Electric Light System 1 LS $75,830.38 $ 75,830.38 .00 $ Total Minor Work Order No. 1 $ 1,921.38 $ Supplemental Agreement No. 1 ITEM NO. I SPEC NO. I ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT I USED TO DATE EXTENSION 1 2105.505 Muck Excavation E 26636 CY $4.31 $ 114,801.16 36689 $ 158,129.59 2 2105.522 Select Granular Borrow L 9500 CY $10.44 $ 99,180.00 8340 $ 87,069.60 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 $ 332,779.99 S:\Muniapal\P.0TSEG0\388\(3) Construction\Pay Estimates and CO's\OT388 PE#4.xlsx PE-6 PAY ESTIMATE #4 CITY OF OTSEGO 70th Street/CSAH 37Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Minor Work Ord— No 9 - Rnad Rfnhili7afinn CONTRACTOR ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT I AMOUNT USED TO DATE EXTENSION 1 2211.501 A re ate Base Class 5 Mod 1500 TON $11.34 $ 17,010.0 11233 $ 13,982.22 2 2451.609 Crushed Rock 3" Recycle) 300 1 TON 1 $38.93 $ 11,679.00 234 $ 9,109.62 Total Change Order No. 2 $ 28,689.00 $ 23,091.84 Bid Schedule "A" $ 3,122,398.24 $ 2,303,769.87 Change Order No. 1 $ 20,252.38 $ 23,277.86 Minor Work Order No. 1 $ 1,921.38 $ - Supplemental Agreement No. 1 $ 274,799.56 $ 332,779.99 Mindor Work Order No. 2 $ 28,689.00 $ 23,091.84 TOTAL $ 3,448,060.56 TOTAL WORK COMPLETED TO DATE $ 2,682,919.55 LESS 5% RETAINAGE: $ 134,145.98 ERODIBLE ACREAGE WITHHOLDING ($3,000/ DISTRUBED ACRE) $ 48,900.00 LESS PAY ESTIMATE NOA $ 457,681.93 LESS PAY ESTIMATE NO.2 $ 445,805.94 LESS PAY ESTIMATE NO.3 $ 878,304.56 WE RECOMMEND PAYMENT OF: $ 718,081.15 APPROVALS: CONTRACTOR: FEHN CONTRACTING, INC. Certification by Contractor. I certify that all items and amounts are correct for the work completed to date. Signed: Title: 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 Title: Date SAMunidpa1t40T8EG0\388\(3) Construction\Pay Estimates and CUMOT388 PE#4.xlsx PE-7 PAY ESTIMATE #4-COST BREAKDOWN S.P. 217-112-002 & S.P. OSM37-033 70TH STREET NEICSAH 37 IMPROVEMENT PROJECT CITY OF OTSEGO AND WRIGHT COUNTY Rid Schedule "A" Item No. Sec. Ref Description Unit Unit Price S.P. 217-112-002 S.P. D86-637-033 Total Used to Date Total "Used to Date'Extension Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension 1 2021.501 Mobilization LS SB9 234.00 0.46 $ 41 047.64 0,03 $ 2.677.02 0.49 $ 43 724.66 0.25 $ 22 308.50 0.01 $ 892.34 0.26 $ 23 200.84 0.75 $66 925.50 2 2041.610 Trainees HR $1.00 400 $ 400.0a $ 4DO $ 400.00 $ $ 0 $ 400 $40D.00 3 21 D1501 Clearin ACRE $2,550.00 2.0 $ 5100.00 $ 2.0 $- 5.100.00 1.2 $ 3060.00 $ 1.2 $ 3060.00 3.2 $8160.00 4 2101.506 Grubbing ACRE $2.550.00 2.0 $ 5100.00 $ 2:0 $ 5.100.00 1.2 $ 3 060.00 $ 1.2 $ 3.060.0 3.2 $8 160.00 5 2104.501 Remove Curb & Gutter LF $3.13 $ $. 0 $ $ S 0 $ 0 $0.00 6 2104,501 Remove Pipe Culverts LF $12.24 1 158 $ 1933.92 $ 158 $ 1933.92 365 $ 4467.60 $ 365 $ 4467.60 523 $6,401.52 7 2104.505 Remove Bituminous Pavement BY $1.54 $ $ 0 $ 13.548 $ 29 863.92 $ 13.548 $ 20 863.92 13.548 $20 853.92 8 2104.509 Remove Bollards EACH $750.00 $ $ 0 $ 2 $ 7 500.D0 $ 2 8 1,500.00 2 $1 SOO.OD 9 2104.509 Remove 6i n EACH $26.00 2 s 52.00 $ 2 $ 52.00 B $ 208.00 $ 8 $ 208.00 10 $260.00 10 2104.513 $awln Bit Pavement Full De th LF $1.50 $ $ 0 $ $ $ 0 $ 0 $0.00 11 2104.521 Salva a Barbed Wire Fence LF $3.00 $ $ 0 $ $ $ 0 $ D $O.OD 12 2104.523 Salvage Castin EACH $100.00 $ $ D $ $ $ 0 $ 0 $0.00 13 2105.501 Common Excavation P CY $4.08 27,106 $ 110 592.48 $ 27,106 $ 110 592.48 15,586 $ 63,59088 $ 15,586 $ 63 590.88 42,692 $174 183.36 14 21 D5.505 Muck Excavation EV' CY $4.31 491 $ 2116.21 $ 491 $ 2116.21 1713 $ 7383.03 $ 1713 $ 7383.D3 2,204 $9499.24 15 2105.521 Granular Baum LV CY $1D.66 $ $ D $ $ $ 0 $ 0 $0.00 16 2106.523 Common Borrow LV CY $3.60 11,055 $ 39 798.00 $ 11.055 $ 39 798.00 2,043 $ 7.354.80 $ 2,043 $ 7,354.80 13,098 $47 152.80 17 2105.535 Salvaged To soil From Stockpile LV) CY $1.98 9,797 $ 19 398.06 $ 9.797 $ 19 398.06 $ s 0 $ 9,797 $19 398.06 18 2105.535 Salva ed To soilin Stock Ile EV CY $1.41 35,591 S 60183.31 $ 35591 $ 50183.31 13218 $ 18,637.38 $ 13218 $ 18,637.38 48809 $68,820.69 19 2211.501 A re ate Base Class 3 or 4 TON $6.39 28 512 $ 188 581.68 $ 29,512 $ 188 581.68 10.332 $ 66 021.48 S 10,332 $ 66,021A8 39,844 $254,603.16 20 2211.501 A re ate Base Class 5 Mod TON $11.34 19 034 S 215,845.56 $ 19034 $ 215 845.56 5 825 $ 66 055.50 $ 5 825 $ 66 055.50 24 859 $281 901.06 21 2221.601 Shoulder B2. A re ate Class 2 TON $28.44 $ $ 0 $ $ $ 0 $ 0 $ri nn 22 2232.501 Mill Bituminous Surface 1.5" ) BY $5.17 $ $ 0 $ $ $ 0 $ 0 $0.00 23 2357.502 Bituminous Material For Tack Coat GAL $2.18 1 310 $ 2.855.80 $ 1.310 $ 2.855.80 740 $ 1.613.20 $ 740 $ 1,613.20 2050 $4 469.00 24 2360.501 Type SP 9.5 Wearin Course Mixture 3,C TON $64.97 196 $ 12 734.12 $ 196 $ 12 734.12 393 $ 25 533,21 $ 393 $ 25 533.21 589 $38,267.33 25 2360.501 T e SP 12.5 Wearin Course Mixture 2 B TON $5&56 106 $ 6207.36 $ 1D6 $ 6207.36 $ $ 0 $ 106 $6207.36 26 2360.502 T e SP 12.5 Non Wear Course Mixture 3,C TON $57.96 7,955 $ 461 071.80 $ 7,955 $ 451 071.80 3,542 $ 205 294.32 s 3,642 $. 205 294.32 1 11,497 $666 366.12 27 1 2411.507 1 Concrete Flume EACH $332DD 6 $ 1992.00 $ 6 $ 1992.00 5 $ 1660.00 $ 5 S 1,66D.D0 11 $3652.OD 28 2501,515 12" RC Pi e Apron EACH $510.OD $ 5 $ 2.550.00 5 $ 2,550.00 $ s D $ 5 $2.550000 29 2501.515 15"RC Pi eApron EACH $510.00 3 5 $ 2550.00 5 $ 2550,00 $ 1 $ 510,00 1 $ 610,00 6 $3060.00 30 2501.515 18" RC Pi e Apron EACH $510.00 $ 1 $ 510.00 1 S 510.00 $ 4 $ 2,040.00 4 $ 2,040.00 5 $2 550.00 31 2501.516 21"RC Pi e A ron EACH $510.00 $ 2 $ 1 020.00 2 $ 1 D20.00 $ 1 $ 510.00 1 $ 510,OD 3 $1,530D0 32 2501.515 24" RC Pi e A ron EACH $51 DOO $ 4 $ 2 040.00 4 $ 2 040.00 $ 2 $ 1,020.00 2 $ 1,020.00 6 $3 060.00 33 2501.515 27" RC Pi e Apron EACH $510.00 $ 1 $ 510.00 1 $ 510.00 $ $ 0 $ 1 $510.00 34 2501.515 30" RC Pi e A ton EACH $612.00 $ $ 0 $ $ 2 $ 1,224.00 2 $ 1,224.DD 2 $1,224.00 35 2501.515 4V RC Pi e Apron EACH $1.224.00 $ 2 $ 2448.00 2 $ 2 448.00 $ $ 0 $ 2 $2,448.00 36. 2501.525 28" Span RC Pipa-Arch Apron EACH $510,00 $ 2 $ 1 020.00 2 $ 1 020.00 $ $ 0 $ 2 $1,020.00 37 2501.561 18" RC Pi a Culvert Desi n 3006 CL V all de the LF $30.60 466 $ 14259.60 $ 466 $ 14,259.60 176 $ 5,385.60 112 $ 3.427.20 288 $ 8.812.80 754 $23,072.40 38 2501.561 24" RC Pie Culvert Desi n 3006 CL III all de the LF $37.00 $ 56 $. 2,072.00 56 $ 2,072.00 $ 80 $ 2,960.00 80 $ 2,960.00 136 $5 032.00 39 2501.561 48" RC Pipe Culvert Design 3006 CL III all de the LF $133.00 $ 128 $ 17 024.00 128 $ $ 0 $ 123 $17024:00 40 2501.669 15" RC Safet Aron EACH $612.00 $ 1 $ 612-00 1 $ 1 $ 512.00 1 $ 612.00 2 $1 224.00 41 2501.569 18"RC Safe Aron EACH $61200 20 $ 12240.00 2 $ 1224.00 22 12 $ 7344.00 $ 12 $ 7344.00 34 $20808.00 42 2501.569 24" RC SafetyApron EACH $612.00 $ 3 $ 1,835.00 3 s $ 0 $ 3 $1 836.00 43 2501.569 30" RC Safet Apron EACH $91 B.00 $ $ 0 W17 $ 1 $ 918.DO 1 .$ 918.0D 1 $918.00 44 2501.573 Install Culvert Marker EACH $80.00 S $ 0 s $ 0 $ 0 $0.00 45 2501.602 Outlet Structure EACH $2 550.00 $ 5 $ 12 750.00 5 $ $ 0 $ 5 $12 750.00 46 2501.602 Safe Grate for 24" RCA ron EACH $1 224.00 $ $ 0 $ $ 0 $ 0 $0.00 47 25015D2 Safe Grate for 30" RCA ran EACH$918.00 $ $ 0 $ 1 $ 918.00 1 $ 918.00 1 $918.00 48 2501.602 Trash Guard for 24" Pipe Apron EACH $612.00 s $ 0 $ $ 2 1 $ 1 224A0 2 $ 1,224.00 2 $1 224.00 49 25D1.602 Trash Guard for 27" Pipe Apron EACH $612.00 $ 1 $ 61200 1 $ 612.00 $ $ 0 $ 1 $61200 50 2601.602 Trash Guard for 30" Pipe Apron EACH $612.00 $ $ 0 $ $ 1 $ 612.00 1 $ 612.00 1 $612.00 51 2601.602 Trash Guard far 48" Pipe Apron EACH $1 224.00 $ 2 $ 2.448.00 2 $ 2 448.00 $ $ 0 $ 2 $2 448.D0 52 2501.602 Trash Guard far 23" S an A ron EACH $612.00 $ $ 0 $ $ s 0 $ 0 $0.00 53 2502.501 4" Precast Concrete Headwall EACH $204.00 42 $ 8,568.00 $ 42 $ 8568.00 20 $ 4,080.00 $ 20 $ 4080.00 62 $12648.0D 54 2502.541 4"Perf PVC Pipe Drain LF $6A2 1193 $ 7,3D1.16 $ 1193 $ 7301.16 731 $ 4,473.72 $ 731 $ 4473.72 1924 $11774.BB 55 2602.541 1 B" Perf PVC Pipe Drain LF $14.28 88 $ 1,256S4 S 88 $ 1,25664 85 $ 1.21180 $ $ 1,213.80 173 $2 47D.44 56 2503.641 28" Spun RC Pipe -Arch Sewer CL III LF $71.40 $ 106 S. 7538,40 106 $ 7.558.40 $ $ $ 106 $7 568.40 57 2503.541 12" RC Pipe Sewer Design 3006 CL V all depths) LF $32.64 $ 101 $ 3296.64 101 $ 3,296.64 $ S $ 101 $3,296.fi4 58 2503.541 15" RC Pi a Sewer Desi n 3006 CL V all depths LF $34.68 $ 1.596 $ 55 34928 1,596 $ 55 349.28 $ 321 $ 11 13228$ 11 132.28 1,917 $66 481:56 59 2503.541 16" RC Pi a Sewer Desi n 3006 CL V all de the LF $34.68 $ 620 $ 27 501.60 K. $ 21,501.60 $ $ M432 $ 620 $27 501.60 60 25030641 21' RC Pi e Sewer Deal n 3006 CL III all de the LF $36.72 $ 200 $ 7,344.00 200 $ 7,344.00 $ B3 $ 3 047.76$ 3,047.761 283 $10 391.76 61 2503.541 24" RC Pi a we Desi n 3006 CL III all depths) LF $38.76 $ 202 $ 7,829.521 202 $ 7 829.52 $ $ $ 202 $7 829.52 62 2503.541 27" RC PI-e Sewer Desi n 3006 CL III all de the LF $45.90 $ 81 $ 3 717.90 B1 $ 3 71TQ0 $ $ $ 81 $3 717.90 63 2503.541 30" RC Pi a Sewer Desi n 3006 CL III all de the LF $51.00 $ $ 0 $ $ 432 $ 22 032.00$ 22,03200 432 $22D32.00 1-mRYaa-.m i Item No. Sec. Ref Descri Lion Unit Unit Price S.P. 217-112-002 S.P. 0866637-033 Total Used to Date Total "Used to Date"Extension Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension 64 2506.601 Construct Dralna eStructure Desi n48-4020 LF $612.00 $ - 27.30 $ 16,707.60 27.30 $ 16,707.60 $ 11.50 $ 7038,00 11.50 $ 7,038.00 38.80 $23745.60 65 2506,601 Construct Dralna a Structure Design 544020 LF $918.00 $ $ 0.00 $ $ 8.07 $ 7,408,26 8.07 $ 7,403.26 8.07 $7 408.26 66 2506,501 Construct Dralna a Strucure Desi n 6OA020 LF $714.00 $ 11.90 $ 8,496.60 11.90 $ 8 496.60 $ $ 0.00 $ 11.90 $8 496.60 67 2506.501 Construct Dralna a Structure Desi n 66-4020 LF $816.00 $ - $ - 0.00 $ - $ 4.60 $ 3 753.60 4.60 $ 3,753.6D 4.fi0 $3,753.60 68 2506.501 Construct Draina a Structure Desi n H LF $408.00 $ $ O.DO $ $ 2.50 $ 1.020.00 2.SO $ 1.020.01) 2.50 $1 020.00 69 2506.501 lConstruct Drainage Structure Design N LF $408.00 $ 8.49 $ 3,463.92 6.49 $ 3,463.921 $ 26.49 $ 10.807.92 26.49 $ 10807.92 34.98 $14271.84 70 2515.503 Articulated Intarlpokin Block Open Cell Type A SY $110.00 $ - 232 $ 25 520.00 232 $ 25 520.00 $ 68 $ T480.00 68 $ 7,48D.00 300 $33 000.00 71 2521.501 4"Concrete We SF $3.11 812 $ 8.745.32 $ 2812 $ 6745.32 5265 $ 16374.15 1 $ 1 5265 $ 16374.15 8077 $25119.47 72 2531.501 Concrete Curb &Gutter Design B424 LF $13.00 4000 $ 52.000.00 $ 4000 $ 52000.00 400 $ 5200DO $ 400 $ 5200.00 4400 $57200.00 73 2531.501 Concrete. Curb& Gutter Design B41 8 LF $11.30 1,500 $ 16,950.00 5 - 1500 $ 16.950.00 2000 $ 22.500.00 $ 2,000 $ 22.600.00 3.500 $39550.00 74 2531,501 Concrete Curb & Gutter Design S518 LF $15.38 148 $ 2,276.24 $ 148 $ 2,276.24 275 $ 4229.50 $ 275 $ 4,229.50 423 $6 505.74 75 2531.507 6" Concrete Dr'nrewa Pavement SY $39.72 220 $ 8,738,40 $ 220 $ 8,738.40 260 $ 10 327.20 $ 260 $ 10 32720 480 $19.065.60 76 2531.618 Truncated Domes SF $36.72 $ - $ 0 $ $ $ 0 $ 0 $0.00 77 2540.602 Install Mail Box Support EACH $143.00 $ $ 0 $ $ $ 0 $ 0 $0.00 78 2545.501 Electric LI ht S stem LS $73 909.00 0.17 $ 12 564.53 $ 0.17 $ 12 564.53 0.33 $ 24 389.97 $ 0,33 $ 24 389.97 0.50 $36,954.50 79 2563.601 Traffic Control LS $7548.DD 0.33 $ 2490.84 $ - 0.33 $ 2490.64 0.17 $ 1283.16 $ 0.17 $ 1283.16 0.50 $3,774.00 80 1 2564.531 iSion Panels Tice C SF $33.15 $ $ 0 $ $ $ 0 $ 0 $0.00 81 2673.502 Silt FenceType MS LF $2,34 14888 $ 34837.92 $ 14888 $ 34837.92 6170 $ 14437.80 $ 6,170 $ 14437.80 21,058 $49276.72 82 2573.530 Storm Drain Inlet Protection EACH $153.00 $ $ 0 $ $ $ 0 $ 0 $0.00 83 2573.533 Sediment Control Log Type Straw LF $2.04 468 $ 954,72 $ 468 $ 954.72 $ $ 0 $ 468 $954.72 84 2573.535 Stabilized Construction Exit LS $1 500.00 0.33 $ 495.00 $ 0 $ 495.00 0,33 $ 495.00 $ 0 $ 495.00 0.7 $990,00 85 2574.508 Fertilot.,Typ. 1 LBS $0.77 $ $ 0 $ $ $ 0 $ 0 $0.00 86 2575.501 Seedin ACRE $102.00 $ $ 0.0 $ $ $ 0.0 $ 0:0 $0.00 87 2575.502 Seedin Mixture-25-141 LBS $4.08 $ - $ - 0 $ - $ $ D $0.00 B8 2575.502 SeedingMixture-25-151 LBS $3.26 $ - $ - 0 $ - $ $ 0 $0.00 89 2575.511 Mulch Material Type 1 TON $153.00 $ - $ - D. $ - $ $ 0 $0.00 90 2575523 Erosion Control Blanket - Cate c 2 SY $1.22 500 S 610.00 $ - Boo $ 610.00 $ $ 600 $61 D.00 91 2580.601 Interim Pavement Markin -Paint LS $8740.00 0.66 $ 5768.40 $ - 0.66 $ 5768.40 034 $ 2971.60 $ 1.00 $8740.00 92 2582.501 Pavement Messe a LeftArrow -Paint EACH $71.40 $ - $ - 0 $ $ $ M4$ 093 2582.501 Pavement Massa a Ri htintEACH $71.40 $ $ 0 $ $ $ 0 $0.00 94 2582.501 Pavement Messe e ThN Anow -Paint EACH $71.40 $ $ 0 $ $ $ 0 $0.00 95 2582.501 PavementMesse e Yield -Paint EACH $112.20 $ - $ - 0 $ - $ $ a $0.096 2582.502 4" Solid Line White -Paint LF $0,09 $ - $ - 0 $ $ $ 0 $0.00 97 2582.502 8" Solid Line White -Paint LF $0.09 $ - $ - 0 $ $ $ 0 $0.00 98 2582.502 8" Dotted Line White - Paint LF $1.53 $ - $ - 0 $ $ $ 0 F $ 0 $0.00 99 2512.111 12"Sto Line Whde-Paint LF $2.55 $ - $ - 0 $ $ $ 0 $ 0 $0.00 100 2,582.502 4" Solid Line Vellow-Paint LF $0.09 $ - $ 0 $ $ $ 0 $ 0 $0.00 101 2582.502 24" Solid Line Yellow- Paint LF $2.45 $ - $ - 0 $ $ $ 0 1 $ 1 0 $0.00 102 2582.502 4"Double Solid Llne:Yellow - Paint LE $0.17 $ - $ - 0 $ $ $ 0 $ 0 $0.00 103 2582.'03 Pavement Marking Special - Paint LF $4.59 $ $ 0 $ $ $ 0 $ 0 $0.00 i ou 1-n 's ra J J P J au,aal.su $ /34,004.e6 1 $2,303,769.87 Ph annn -der Un_ 1 Mnnnln PRIrFS Item No. Spec. Ref Description Unit Roadway Used to Unit Price Date Cost Extension S.P. 217-112.OD2 S.P. 086-637-033 TOTAL "Used to Date" Cost Total Used to Extension Extension pate Total "Used to Date" Extension Storm Sewer TOTAL Roadway Storm Sewer Used to Date Cost Extension "Used to Date" Extension Cost Extension Used to Date Cost Extension Used to pate Cost Extension 1 21044505 Addftional Bftuminous Pavement Removed CY $10.08 $ - $ - 0 $ - 791 $ 7973.28 $ 791 $ 7973.28 791 $7973,28 2 20214501 Mobilization EACH $412.50 $ - $ - 0 $ - 3.00 $ 1237.50 $ 3.D9 $ 1237.50 3.00 $1237.50 3 Relocate S ecial Sin EACH $605600 $ - $ - 0 $ - 1 $ 605.00 9 1 $ 605.00 1 $605.00 Signs Installed on 623115 4 2563.601 48" Road Closed Ahead PER DAY $0.75 $ - $ - 0 $ 122 $ 91.60 $ 122,00 $ 91.50 122.00 $91.50 5 2563.601 48" Detour Ahead PER DAY $0.75 $ - $ - 0 $ 122 $ 91.50 $ 122.00 $ 91.50 122-00 $91.50 6 2563.601 (1) Detour Guidance Assemblies+ Portable Supports 10,25F/Eaon $0.1fi SF/Da +$0.47 su m-Uda PER DAY $16.82 $ - $ - 0 $ 122 $ 2052.04 $ 122,00 $ 2,052.04 122.00 $2,052.04 7 2563.601 3 T a III 13-lo.des $1.53//Each/Da PER DAY $4.59 $ $ - 0 $. 122 $ 559.98 $ 122,00 $ 559.98 12200 $559.98 8 2563.601 6 Type -A Flasher $0.25//Each/Da PER DAY $1.50 $ $ D $ 122 $ 183.00 $ 122.00 $ 183.00 12200 $183000 9 2553.60, (4) 60" x 30" Road Closed Miles Ahead Sign (12.5 SF/Each So.16 SF"a PER DAY $8.00 $ - $ - 0 $ - 122 $ 976.00 $ 122.00 $ 976.00 122400 $976.00 10 2563.601 (2) 48" x 18" Detour Sign (6 SF/Each @ $0.16 SF/Day) PER DAY $1.92 $ $ 0 $ 122 $ 234,24 $ 122.00 $ 234.24 122.00 $234.24 S.P. 217-112-002 S.P. 086-637-033 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL "Used to "Used to Item Used to Used to Cost Date" Used to Cost Used to Cost Date' Cost Total Used to Total "Used to No. Sec. Ref Description Unit Unit Price Date Cost Extension Date Extension Extension Cost Extension Date Extension Date Extension Extension Extension pate Date" Extension Signs Installed on 6130115 11 2563.SO1 1 (B) Detour Guidance Assemblies+ Portable Supports 1 1 1 1 1 10.2 SFlEach $0.16 SF/Da + S0.47 au od/da PER DAY $ 115 $ 2176.80 $ 115 $ 2,175.801 115 $ 175.80 Signs ns Installed on 7/1715 12 2563.601 2 48" Road Closed Si n $0.75 er si n/da PER DAY $1.50 $ $ 0 $ 113 $ 169.50 $ 113.00 $ 169.50 113.00 $169.50 13 2563.601 3.48"Detour Ahead Si n $0.75 er si n/tla PER DAY $2.25 $ $ 0 $ 113 $ 254.25 $ 113.00 $ 254.25 113.00 $254.25 (19). Detour Guidance Assemblies + Portable 14 2563.601 Supports (10.2 SF/Each @ $DA6 SF/Day+$0.47 su ort/da PER DAY $39.94 $ $ 0 $' 113 $ 4,513.22 S 113.00 $ 4,513.22 113.00 $4.613.22 (2) Special 84" x 48" Signs (28 SF/Each @ $38.59 15 2563.601 SF) SF $38.59 $ 8 0 $ 56 $ 2,161.04 $ 56.00 $2,161.04 56,00 $2,161.04 Total- Change Order No. 1 $ $ $ $ 23,277.85 $ $ 23,277.85 $23,277.85 Minn. W-1, rlrrin. Aln 4 -I Frl I inR{',nn Item No. $ ec. Ref Descri tion Unit Roadway Used to Unit Price Date Cost Extension S.P. 217-112-002 S.P. 086.637-033 Total Used to Date Total "Used to Date" Extension Storm Sewer TOTAL Roadway Storm Sewer TOTAL Used to Date Cost Extension "Used to Date" Extension Cost Extension Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension 1 2545,501 Electric Light System LS $73,909.00 $ $ $ $ $ 2 2545.501 Eectric Light System US $75,830.38 $ $ $1 $ $ Item No. Spec. Ref Description Unit Roadway Usetl to Unit Price Date Cost Extension S.P. 217-112-002 S.P. 086-637-033 Total Used to Date Total "Used to Date" Extension Storm Sewer TOTAL Roadway Storm Sewer TOTAL Used to Date Cost Extension "Used to Date" Extension Cost Extension Used to Date Cost Extension Used to Data Cost Extension "Used to Date" Extension Cost Extension 1 2105.505 Muck Excavation EV . CY $4.31 22 547 $ 97 177.57 $ 22,547 $ 97,177.57 14,142 $ 60 952.02 $ 14 14200 $ 60 g5202 36,689.00 $158.129.69 2 2105.522 Select Granular Bomow LV CY $10.44 $ $ 0 $ 8,340 $ 87 069.60 $ 8 340.00 S 87 069.60 8,340.00 $87 069.60 3 21 D5.523 Common BorrowLV CY $3.60 14 674 S 52 826.40 $ 14,674 $ 52826.40 9,654 $ 34 754.40 $ 9,654.00 $ 34 754.40 24 328.00 $87 580.80 4 2105.604 Geotextile Fabdc,Tye 5 SY $4.50 $ $ 0 $ $ $ 0.00 $ 0.00 $0.00 Minn. Wnr4 Ord., Nn. 2 Item No. Sec. ReF Descri tion Unit Roadway Used to Unit Price Date Cost Extension S.P. 217-112-002 S.P. OBM37-033 Total Used to Date Total "Used to Date" Extension Storm Sewer TOTAL Roadway Storm Sewer TOTAL Used to Date Cost Extension "Used to Date" Extension Cost Extension Used to Date Cost Extension Used to Data Costen Extsion "Used to Date" EMenslon Cost Extension 1 2211.501 A re ate Base Class 5 Mod TDN $11.34 866 $ B 820.44 S 866 $ 9 820.44 357 $ 41 61.78 $ 367 $ 4 161.78 1,233 13 982.22 2 2451.609 Crushed Rock (3" Recycle) TON $38.93 164 $ 6,384.52 $ 164 $ 6,384.52 70 $ 2,725.10 $ 70 $ 2,725.1a 234 $9,109.62 WORKCOMPLETED TO DATE= $ 1,735,974.12 $ 946,945.43 $ 2,682,919.55 LESS 5% RETAINAGE= $ 86,798.71 $ 47,347.27 $ 134,145.98 ERODIBLE ACREAGE WITHHOLDING ($3,000/ DISTRUBED ACRE) $ 32,400.02 $ 16,500.00 $ 48,900.00 LESS PAY ESTIMATE #1 = $ 271,845.90 $ 185,836.03 $ 457.681.93 LESS PAY ESTIMATE 42 = $ 1891869.05 $ 255,936.88 $ 445,80S.94 LESS PAY ESTIMATE #3 = $ 694,706.02 $ 183,598.54 $ 878,304.56 CURRENTPAYMENT= $ 46D,354.44 $ 257,726.71 $ 718,081.15 5 STATE AID FOR LOCAL TRANSPORTATION Rev. July 2014 SUPPLEMENTAL AGREEMENT _........ — .-_.... SP 217-112-002 & 086-637-033 I MN Proj. No. STPM 8615 SA N® 2 Project Location: CSAH 37/70" Street, Otsego, MN Local Agency:_ City of Otsego - Local Project No. 14-01 & 14-02 Contractor: Fehn Companies Contract No. Address/City/State/Zip 5050 Barthel Industrial Dr, Albertville, MN 55301 Total Supplemental Agreement Amount$ 0.00 This contract is between City of Otsego and the Contractor as follows. - WHEREAS: Article 4.1.02.A of the Standard Form of Agreement provides "All work, with the exception of the placement of the bituminous wear course and associated shouldering shall be completed on or before October 15, 2015",- and WHEREAS: Article 4.1.02.13 of the Standard Form of Agreement provides `The Work will be substantially completed on or before October 15, 2015, and completed and ready for final payment in accordance with Paragraph 14.07 of the General Conditions on or before June 15, 2016"; and WHEREAS: The Engineer has determined that areas of organic and other unsuitable soils exist where none where anticipated and some areas of expected unsuitable soils were more extensive than originally planned and must be corrected as described in Supplemental Agreement #1 NOW, THEREFORE, IT IS HEREBY MUTUALLY AGREED AND UNDERSTOOD THAT: 1. Article 4.1.02.A of the Standard Form of Agreement is hereby changed to read "Milestones: All work necessary to open CSAH 37 including the first two lifts of bituminous and associated shouldering, signage, striping, and lighting shall be completed before October 23, 2015 and all other work with the exception of the placement of the bituminous wear course on the streets and bike trail and associated shouldering shall be completed on or before November 7th, 2015"; and 2. Article 4.1.02.13 of the Standard Form of Agreement is hereby changed to read "The Work will be substantially completed on or before November 7th, 2015, and completed and ready for final payment in accordance with Paragraph 14.07 of the General Conditions on or before June 15, 2016"; and 3. No other Contract Time specifications will be affected by this Agreement 4. This Supplemental Agreement covers the known and anticipated costs attributable to the work covered by this Supplemental Agreement. If the Contractor incurs unknown and unanticipated additional work that affects costs or impacts the critical path, the Contractor reserves the right to request an adjustment to the Contract amount or contract time in accordance with MnDOT 1402. `^pNESDT STATE AID FOR LOCAL TRANSPORTATION roK aa�5° SUPPLEMENTAL AGREEMENT Rev. July 2014 __ ........ _ --- --- - - .._..... ... ..... ... - --- - - — -- Estimate Of Cost: (Include any increases ordecreases in contract items, any negotiated or force account items.) ......:_. ... *"Group/Fund Unit + or— + or— ing category j Item No. Description Unit Price Quantity Amount $ Net Change this Agreement $ 0.04 "Group/Funding category is required for Fe . al Aid projects Approved by Project Engineer: -� Date: Print Name: L "'_0 Phone: Approved by Contractor >;- Print .lame: •�.�� a .j , Date: I CV 1 1. Phone: -7j`,,- 0) - 4 DSAE Portion: The State of Minnesota is not a participant in this contract. Signature by the District State Aid Engineer is for FUNDING PURPOSES ONLY and for compliance with State and Federal Aid Rules/Policy.. Eligibility does not guarantee funds will be available. This work is eligible for. _ Federal Funding _ State Aid Funding _ Local funds District State Aid Engineer: Date: