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ITEM 3.12A Street Improvement Project 14-01 14-02CITY 0 0tSe F o MINNESOTA DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT: REQUESTOR: MEETING DATE: Public Works City Engineer Wagner February 8, 2016 PRESENTER(s): REVIEWED BY: ITEM #: Consent Agenda Finance Director Flaherty 3.12A AGENDA ITEM DETAILS RECOMMENDATION: Staff recommends approval of payment in the amount of $272,976.24 for the 701h 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 December 315t, 2015. Fehn Companies and their subcontractors have completed all the clearing and grubbing, bituminous removal, temporary traffic signage, electric lighting system, trail subgrade preparation, all concrete work has been completed and the first 2 lifts of bituminous have been placed. Temporary striping and permanent signage has been completed project and the entire project was open to traffic by November 7th, 2015 as required by the contract and Supplemental Agreement #2. All work has been completed for the year and the project will resume in the Spring of 2016. The only things that remain to be completed will be paving the final lift for the street, some minor trail base preparation, paving the trail, and making sure vegetation has been established. This pay estimate (#5) includes Change Order #2. Change Order #2 includes monetary deductions in the amount of $5,141.91 for the bituminous failing to meet minimum densities in a couple areas. Minor Work Order #3 includes many various extra work items necessary to complete the project as contemplated and within the allotted time frame. MWO#3 is still being disputed by the contractor and will be included in a future Pay Estimate. The City portion of this Pay Estimate is $175,065.08 with the County portion being $97,911.17. SUPPORTING DOCUMENTS: x ATTACHED ❑ NONE List: Pay Estimate No. 5 Pay Estimate No. 5 Cost Breakdown Change Order 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 $272,976.24 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) PAY ESTIMATE #5 ENGINEER CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Date: February 4, 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: 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. Mn/DOT SPEC. N0. 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 1 2104.501 Remove Curb & Gutter 435 LF $3.13 $ 1,361.55 157 1 $ 491,41 6 2104.501 Remove Pipe 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 1 2104.509 Remove Sin 10 EACH $26.00 $ 260.00 10 $ 260.00 10 2104.513 Sawing Bit Pavement Full Depth) 689 LF $1.50 $ 1,033.50 329 $ 493.50 11 2104.521 Salvo a Barbed Wire Fence 250 LF $3.00 $ 750.00 $ 12 2104.523 Salve a Casting 2 EACH $100.00 $ 200.00 1 S 100.00 13 2105.501 Common Excavation P 39992 CY $4.08 $ 163,167.36 42692 $ 174,183.36 14 1 2105.505 1 Muck Excavation E 2204 CY $4.31 $ 9,499.24 2204 $ 9,499.24 15 2105.521 Granular Borrow L 180 CY $10.66 $ 1,918.80 151 $ 1,607.00 16 2105.523 Common Borrow LV 13098 CY $3.60 $ 47,152.80 13098 $ 47,152.80 17 2105.535 Salvo ed Topsoil From Stockpile L 32622 CY $1.98 $ 64,591.56 24467 $ 48,444.66 18 2105.535 Salvo ed Topsoil in Stockpile E 48809 CY $1.41 $ 68,820.69 48809 $ 68,820.69 19 1 2211.501 Aggregate Base Class 3 or 4 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 1 34949 $ 396,321.66 21 2221.501 ShoulderBaseAggre ate Class 2 1254 TON $28.44 $ 35,663.76 455 $ 12,951.58 22 2232.501 Mill Bituminous Surface 1.6' 145 SY $5.17 $ 749.65 $ 23 2357.502 Bituminous Material For Tack Coat 3431 GAL $2AS $ 7,479.58 2800 $ 6,104.00 24 1 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 IType SP 12.5 Wearing Course Mixture 2,B 2116 TON $58.56 $ 123,912.96 118 $ 6,910.08 26 2360.502 IType 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.*Wunicipa[%0T8EG0\388\(3) Construction\Pay Estimates and CO's\OT388 PE#5.xlsx PAY ESTIMATE #5 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Bid Schedule "A" ENGINEER ITEM NO. Mn/DOT SPEC. N0. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 28 2501.515 12" RC Pip- 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 2501.516 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 $ 1,530.00 32 2501.515 24" RC Pipe Apron 6 EACH 1 $510.00 $ 3,060.00 6 $ 3,060.00 33 2501.515 27" RC Pipe Apron 1 EACH $510.00 $ 510.00 1 $ 510.00 34 2501.515 30" RC Pipe Apron 1 EACH $612.00 $ 612.00 1 $ 612.00 35 2501.515 48" RC Pipe Apron 2 EACH $1 224.00 $ 2,448.00 2 $ 2,448.00 36 1 2501.525 28" Span RC Pipe -Arch Apron 2 EACH $510.00 $ 1,020.00 2 1 $ 1,020.00 37 2501.561 18" RC Pipe Culvert Design 3006 CL V all depths) the 754 LF $30.60 $ 23,072.40 648 1 $ 19,828.80 38 2501.561 24" RC Pi a Culvert Desi g n 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 1 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 38 $ 2,280.00 45 2501.602 Outlet Structure 5 EACH $2,550.00 $ 12,760.00 5 $ 12,750.00 46 1 2501.602 1 Safety Grate for 24" RCApron 3 EACH $1 224.00 $ 3,672.00 3 $ 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 6 $ 3,672.00 49 2501.602 Trash Guard for 27" Pipe Apron 1 EACH $612.00 $ 612.00 1 $ 61Z00 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 $ 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 1 $ 9,384.00 54 2502.541 4" Perf PVC Pie Drain 2305 LF $6.12 $ 14,106.60 2035 $ 12,45420 55 2502.541 8" Perf PVC Pie Drain 450 LF $14.28 $ 6,426.00 543 $ 7,754.04 56 2803.541 28"San RC Pipe -Arch Sewer CL III 106 LF $71.40 $ 7,568.40 106 $ 7,568.40 57 2503,541 12" RC Pipe Sewer Design 3006 CL V all depths) 101 LF $32.64 $ 3,296.64 137 $ 4,471.68 58 2503.541 15" RC Pipe Sewer Design 3006 CL V all 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 1 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 Pi a Sewer Desi n 3006 CL III all depths) 77 LF $45.90 $ 3,534.30 81 $ 3,717.90 63 2503.541 30" RC Pie Sewer Design 3006 CL III all depths) 419 LF $51.00 $ 21,359.00 414 $ 21,114.00 64 2506.501 Construct Drainage Structure Design 48-4020 38.5 LF $612.00 $ 23,562.00 62.4 $ 38,188.80 65 1 2506.501 Construct Drainage Structure Design 54-4020 13.6 LF $918.00 $ 12,484.80 13.6 $ 12 484.80 SAMunicipal\A0TSEG0\388\(3) Construc8on\Pay Estimates and CO's10T388 PE#5.xlsx PAY ESTIMATE #5 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P.217-112-002 and S.P.086-637-033 Bid Schedule "A" ENGINEER ITEM NO. Mn/DOT SPEC. N0. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 66 2506.501 Construct Draina a Structure Design 60-4020 12.2 LF $714.00 $ 8,710.80 11.9 $ 8,496.60 67 2506.501 Construct Drainage e 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 Construct Draina a Structure Design N 41.9 LF $408.00 $ 17,095.20 34.9 1 $ 14,239.20 70 2515.503 Articulated interlocking Block Open Cell, Type A 319 SY $110.00 $ 35,090.00 293 $ 32,230.00 71 2521.501 4" Concrete Walk 9602 SF $3.11 $ 29,862.22 8012 $ 24,916.08 72 2531.501 Concrete Curb & Gutter Design B424 4601 LF $13.00 $ 59,813.00 4661 $ 60.593.00 73 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 $15.36 $ 6,828.72 444 1 $ 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 $ 77 2540.602 Install Mail Box Support 12 EACH $143.00 $ 1.716.00 12 $ 1,716.00 78 2545.501 Electric Li htS stem 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 1 $ 5,736.48 80 2564.531 Sign Panels, Type C 334 SF $33.15 $. 11 072.10 376 $ 12,463.74 81 2573.502 Silt Fence, Type MS 22650 LF $2.34 $ 53,001.00 21058 $ 49,276.72 82 2573.530 Storm Drain Inlet Protection 53 EACH $153.00 $ 8,109.00 33 $ 5,049.00 83 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 Fertilizer T e 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 $ 1,632.00 87 2575.502 Seeding Mixture - 25-141 786 LBS $4.08 $ 3,206.88 800 $ 3,264.00 88 2575.502 Seedin Mixture-25-151 330 LBS $3.26 $ 1,075.80 300 $ 978.00 89 1 2575.511 Mulch Material Type 1 33 TON $153.00 $ 5,049.00 28 $ 4,238.10 90 2575.523 Erosion Control Blanket - Cate o 2 10249 SY $1.22 $ 12,503.78 13972 $ 17,045.84 91 2580.601 Interim Pavement Marking - Paint 1 LS $8 740.00 $ 8,740.00 1 1 $ 8,740.00 92 2582.501 Pavement Message (Left Arrow) -Paint 10 EACH $71.40 $ 714.00 $ 93 2582.601 Pavement Message (Right Arrow - Paint 6 EACH $71.40 $ 428.40 $ 94 2582.501 Pavement Message hru Arrow - Paint 9 EACH $71.40 $ 642.60 $ 95 2582.501 Pavement Message(Yield) - Paint 3 EACH $112.20 $ 336.60 $ 96 2582.602 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 IZ'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 2562.502 24"Solid Line Yellow -Paint 547 LF $2.45 $ 1,340.15 $ 102 2582.502 4" Double Solid Line Yellow- Paint 13370 1 LF $0.17 $ 2,272.90 $ S:\Municipal1A0TSEG0\388\(3) Construction\Pay Estimates and C0's\0T388 PE#5.xlsx PAY ESTIMATE #5 ENGINEER 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 CONTRACT UNIT UNIT PRICE CONTRACT AMOUNT USED TO I DATE I EXTENSION 103 1 2582.603 Pavement Marking Special - Paint 61 1 LF 1 $4.59 $ 279.99 1 1 $ Total Bid Schedule "A" $ 3,122,398.24 $ 2,587,870.43 Chanqe Order No. 1 ITEM NO. I SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT 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 $ 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 a $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 elllBardcades $1.53//Each/Da 85 PER DAY $4.59 $ 390.15 122 $ 559.98 8 1 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/Eaoh $0.16 SF/Da + $0.47 su orUda 78 PER DAY $18.92 $ 1,475,76 115 $ 2,175.80 Signs Installed on 7/2/15 12 2563.601 2 48" Road Closed Sin $0.75 per sign/day) 75 PER DAY $t50 $ 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 $ 4,51122 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 Liqhtinq ITEM NO. SPEC NO. 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 $ 73,909.00 2 2545.501 Electric Light System 1 I LS 1 $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 UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT I USED TO DATE EXTENSION 1 2105.505 Muck Excavation 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 LV 14894 CY $3.60 $ 53,618.40 24328 $ 87,580.80 4 2105.604 Geotextile Fabric, Type 5 1600 1 BY 1 $4.50 1 $ 7,200.00 $ Total Supplemental Agreement No. 1 $ 274,799.56 $ 332,666.15 S:Wunicipal)A0TSEG0\38M(3) Construction\Pay Estimates and CO's\OT388 PE#5.xlsx PAY ESTIMATE #5 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 ENGINEER ITEM NO. I SPEC NO. I ITEM DESCRIPTION ESTIMATED QUANTITY I UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO I DATE EXTENSION 1 2211.501 Aggregate Base Class 5 Mod 1500 TON $11.34 $ 17,010.00 1508 $ 17,100.72 2 2451.609 Crushed Rock 3" Recycle) 300 TON $38.93 $ 11,679.00 323 $ 12,569.33 Total Work Order No. 2 $ 28,689.00 $ 29,670.05 Chen— nrd- Nn_ 2 - Rituminnus n-i—tinn ITEM NO. SPEC NO. I ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2360.501 Type SP 9.5 Wear Course Mixture 3,C 1 LS -$4,376.56 $ 4,376.56 1 $ 4,376,56 2 2360.502 IType SP 12.5 Non Wear Course Mixture 3,C 1 LS -$765.34 $ 765.34 1 $ 765.34 Total Change Order No. 2 $ (5,141.90) Bid Schedule "A" $ 3,122,398.24 Change Order No. 1 $ 20,252.38 Minor Work Order No. 1 $ 1,921.38 Supplemental Agreement No. 1 $ 274,799.56 Minor Work Order No. 2 $ 28,689.00 Change Order No. 2 $ (5,141.90) TOTAL $ 3,442,918.66 TOTAL WORK COMPLETED TO DATE LESS 5% RETAINAGE: ERODIBLE ACREAGE WITHHOLDING ($3,000/ DISTRUBED ACRE) LESS PAY ESTIMATE NO.1 LESS PAY ESTIMATE NO.2 LESS PAY ESTIMATE NO.3 LESS PAY ESTIMATE NOA WE RECOMMEND PAYMENT OF: APPROVALS: CONTRACTOR: FEHN COMPANIES, 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: OWNER: CITY OF OTSEGO Signed: $ (5,141.90) $ 2,587,870.43 $ 23,277.85 $ 1,921.38 $ 332,665.15 $ 29,670.05 $ (5,141.90) $ 148,613.15 $ 48,900.00 $ 457,681.93 $ 445,805.94 $ 878,304.56 $ 718,081.15 $ 272,976.24 SWunicipalWOTSEG0\388\(3) Construction\Pay Estimates and CO's\OT388 PE#5.xlsx PAY ESTIMATE #5- COST BREAKDOWN S.P. 217-112-002 S S.P. 086-037-033 70TH STREET NE/CSAH 371MPROVEMENT PROJECT CITY OF OTSEGO AND WRIGHT COUNTY NEW ®® • RC Pipe Apron:15" RC Pipe APTon ®� 21 "RC pApron 48" RC Pipe Ap- 28" Span RC Pipe -Arch Apron : m� : - ®� - • - ��m�mmo�����m�mm��m�mm�����m�m�m�m��V'Perf PVC, Pipe Drain ®� • ©mom®���������������������� Silt Fence, Type MIS • • �m�©�������©�o�©�������©�o�m�o� mom- 110. m� mm1 ®�• _ .. - •- ©E'�i��®�—E�—�—E�i•7.���:'�'����0�:1i�&T•In—E�—E�_E��F�f&'ill1���0�0 Total - Bld Schedule "A' - - - -- S.P. 217-112-002 S.P. 086-037-033 Roadway Storm Sewer TOTAL Road y Storm Sewer TOTAL Item No. Sec. Ref Descri lien Unit Unit Pdce Estlmated Quantity Cost Extension Used to Date Cost Extension Es mated Quantity Cost Extension UsedW Date Cost Extension Estmated Quantity Cost Extension "Used to Date" Extension Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estlmated Quantity Cost Used to Extension Date Cost Extension ESUmated Quantity Cost Extension "Used to Date" Extension Cost Exfension Total Estiamted Quantity Total Estimated Extension Total Used to Date Total "Used to Date" Extension 1 2104.505 Additional Bituminous Pavement Removed CY $10.08 $ $ $ $ 0 $ 0 $ - 791 $ 7,973.28 797 $ 7,973.28 S - S - 791 3 7,97328 791 $ 7.973.28 791 $7,973.28 791 $7,973.28 2 2021,501 Mobilm t,m EACH $412.50 $ $ $ $ 0 t,237.50 3.00 $ 1237.50 $ $ 3 $ 1237.50 3.00 S 1,237.50 300 $1,237.50 3.00 $1237.50 3 Relocate Special Sin EACH $605.00 $ $ $ $1 0 $ 0 $ - 2 $ 1 210.00 1 S 605.00 $ - $ - 2 $ 1,210.00 1 $ 605.00 2 $1,210.00 1 $605.00 Si ns Installed on 64L3115 4 2563.601 48"Road Closed Ahead PER DAY $0.75 $ $ $ $ 0 $ 0 $ 85 $ 63.75 122 $ 91.50 $ - $ - 85 $ 63.75 122.00 $ 91.50 85.00 $63.75 122.00 $91.50 5 2563.601 48" Detour Ahead PER DAY $0.75 $ $ $ $ 0 3 0 5 85 $ 63.75 122 $ 91.50 $ - $ 85 S fiTR 122.00 $ 91.50 85.00 $63.75 122.00 $91.50 6 2563,601 (8)Deteur Guidance Assemblies+Portable Supports 10.2 SF/Each $O.i65F/Da +$0,47 su oNda PER DAY $16.82 $ $ $ $ 0 $ 0 $ 85 $ 1,439:70. 122 $ 2,052.04 $ $ - 85 $ 1,429.70 122.00 $ 2052.04 85.00 $1429.70 122.00 52,052.04 7 2563.601 3 T e III Barricades $1.53//Each/Da PER DAY $4.59 $ S $ $ 0 S 0 $ - 85 $ 390.15 122 $ 559.98 5 - $ - B5 $ 390.15 122.00 $ 559.98 85.00 $390.15 122.00 $559.98 8 2563.601 6 T eA Flasher $0.25//Each/Da PER DAY $1.50 $ $ $ $ 0 S - 0 $ 85 $ 127.50 122 5 18300 $ - $ - 85 $ 127.5 1122.00 S 183.00 65.DD $127.50 122.00 $183.00 9 2563:601 (4) 61" x 30" Road Closed Miles Ahead Sign (12.5 SF/Each $0.16 SF/Da PER DAY $8.00 S $ $ 5 0 $ - 0 S - 85 $ 680,00 122 $ 976.00 $ - S - 85 $ 680.00 122.00 $ 976.00 85,00 $680.00 122.00 $976.00 10 2563.601 (S2) 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 $ 763.20 122.00 $ 234.24 85.00 $163.20 122.00 $234.24 S.P. 217-112-002 S.P. 086-037-033 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Item No. Sec. Ref Description Unit Unit Price Estimated Quantlry Used to Cost Extension Date Cost Extension Estlmatetl Quantity Cost Extension Usetl to Date Cost Extension Estimated Quantity Cost Extension " sad to Date" Extension Cost Extension Estlmated Quantity Cost Extension Used to Date Cost Extension Estimated Quand, Cost Usedto Extension Date Cost Extension Estimated Quantity Cost Extension "Used to Date" Extension Cost Extension Total Estiamtetl QuantityExtension Total Estimated Total Used to Data Total "Used to Date" Extension S/ ns Installed on 6130115 11 2563.601 (e) Detour Guidance Assemblies+ Panabie Supports 10.2 SF/Each $O.ifi SF/Da +$p.47 su crUda PER DAY $18.92 $ $ $ 78 S 1.475,78 115 $ 2,175.80 $ - $ - 78 $ 1,475.76 115 $ 2,175.80 78 $1,475.76 115 $2,175.80 Sign Installed on 7lL15 12 2563.601 2 48" Road Closed Sin $0.75 ersl n/da PER DAY $1.50 $ S $ $ 0773.00 $ 169.50 75.00 $112.50 113.00 $769.50 13 2563.601 3 46"Detour Ahead Sin $0.75 er si n/da 52.25 3 $ $ $ 0 $ - 0 $ 75 $ 168.75 113 S 254.25 $ - $ - 75 $ 16875 113.00 $ 254.25 75.00 $168.75 113.00 $254.25 14 2-...1 (19) Detour Guidance Assemblies+ Portable Supports 10.2 SF/Each $0.16 SF/Da +$0.47 su ortlda) -PER-DAY PER DAY $39.94 $ S $ $ - 0 $ - 0 $ 75 $ 2,995.50 113 $ 4,513.22 $ $ - 75 $ 2,995.50 113.00 $ 4,513.22 75.00 $2,995.50 113.00 $4,51322 15 25fi3.601 (2) Special 84" x 4B" Signs (28 SF/Each U $38.59 SF) SF $38.59 $ $ $ $ - 0 $ - 0 $ - 56 8 2,161..4 56 $ 2101.04 $ - $ - 56 $ 2,161.04 56.00 $ 2,161.04 56.00 $2,161.04 56.00 $2,161.04 ......nan9e S.P. 277-112-002 S.P. 086-037-033 Roatlway Storm Sewer TOTAL Roadway Storm Sewer TOTAL It.. No. Sec. Ref Descri lion Unit Unit Price Estimated Quantlry Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Usetl to Date Cast Extension Estlmated Quantity Cost Extension "Used to Date Extension Cost Extension Estlmated Quantlry Cost Extension Used to Date Cost Extension ES mated Quantity Cost Extension Used to Date Cost Extension Estlmatetl Quantity Cos[ Extension s to Date" Extension Cost Extension Total Estiamtetl puanU Total Estlmatetl Extension ToW Used to Date Total "Used to Date" Extension 1 2545.501 Electric Li ht S. stem LS $73,909.00 -0.33 $ 2Q636.09 24,636.09 $ $ - -0.33 $ 24,636.09 0.33 $ 24,636.09 -0.67 $(49,272.91)1-0.67 $ 49,272.97 $ $ - -0.67 $ 49,272.91 0.67 $ 49272.91 -1.00 $73909.00 -1 -$73,909.00 2 2545.501 Eleeme Light System LS 7 ,830.38 0.33 $ 25,276.5 0.33 25,2 6.54 $ - 0.33 252 6, 0.33 2 ,2 6. 4 O.fi 50,53. 0.67 $ 50,553.84 $ - $ - Ofi 0, 3.8 0.6 0, 3.84 7 00 $75,830.38 1 $75,830.38 S.P. 217-112-002 S.P. 0864637-033 Road Way Storm S-r TOTAL Roadway Storm Sewer TOTAL Item No. 5 ec. Ref Descn tlon Unit Unit Price Estimated Quantity xtension Used to Date Cest Extension Estimated Quantity Cost Extension Usedto Date Cost Extension Estimated Quantity Cost Extension "Used to Date' Extension Cost Extension Estlmated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension S to Date" Extension Cost Extension Total Estiamted QuantityExtension Total Estimated Total Used to Date Total "Used to Date" Extension 1 2105.505 Muck F�(cavation E CY 84.31 76389 0,550.39 22,547 $ 97, 177.57 $ S 16369 $ 70,550.39 22,547 $ 97,177.57 10267 $ 44250.77 14,142 $ 60952.02 $ - $ - 70267 $ 44,250.77 14,14200 $ 60,95202 26,636.00 $714,801.1fi 38,689.00 $158,729.592 2105.522 Select Granular BomoW L CY $10.44 2000 0,880.00 �$7 $ 5 $ 2000 $ 20.880.00 0 $ - 7500 $ 78,300.00 8,329 S 86. 54.7fi $ $ - 7500 $ 78,300.00 8,329.00 $ BQ954.76 9,500.00 $99,180.00 8,329.00 586954.76 3 2105.523 Common Bomaw L CY $360 8863 1,906.80 14,674 $ 52,826.40 3 $ 8863 $ 31,906.80 14,674 $ 5282640 6031 $ 21.711.60 9,654 $ 34,754A0 S - $ - 6031 $ 21,711,60 9654.00 $ 34,754A0 14,894.00 $53618.40 24,328.00 $87,580.80 4 2105604 GexUleFabriSY $4.50 1600 7,200.00 $ $ - $ 1600 $ 7,200.00 0 $ - $ $ - S $ - 0 $ - o.po $ - 1,600.00 $7,200.00 0.00 50.00 ---------- S.P. 217-112-002 S.P. O86A37433 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL It.. N. Sec. Ref Description Unit Unit Price Estlmated Quantity Cost Extension Used to Date Cost Extension Estimated Quantlry Cost Extension Used to Date Cost Extension Estimated QuanUty Cost Extension "Used tc Date" Extension Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Lost Extension Used to Date Cost Extension Estimated Quantity Cost Extension "Used to OatW' Extension Cost Extension Total Estiamted QuanU Total Estimated Extension Total Usetl to Date Total "Used to Date" Extension 1 2211.501 A re ate Base ClassS Mod TON $11.34 1053 $ 11,941.02 1,059 $ 12009.Ofi $ $ 1053 S 17,941.02 1,059 $ 12,009.06 447 $ $068.9B 449 $ 5,091.66 $ - $ - 447 $ 5,068.98 449 $ 5,091.66 1,500 $17,010.00 1,508 $17,100.72 2 2451.fi09 Cmshetl Rack ('Recycle) TON $38.93 211 $ 8,214.23 234 S 9,104.56 $ $ - 211 $ 8,214.23 234 $ 9,704.56 89 $ 3,464.77 89 3,4fi4.77 $ $ - 89 $ 3,464.77 89 $ 3,46 .77 300 $17,679.00 323 $12,569.33 S.P. 217-112-002 S.P. 086-637-033 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Item No. S .Ref Des ri flan Unit Unit PriceCost rEl,.d Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension E"..- "Used to Date' Extension Cost Extension stimated Quantlry Cost Extension Used to Date Cast Extension Estimated Ouanttty Cost Used to Extension Date Cost Extension Estlmated Quantity Cast Extension "Used to Date Extension JTotal Cost Extension Estiamtedl Quanti Estimated Extension Total Used to Date Total "Used to [late" Extension 1 2360.501 T eSP&SWeadn Course Mixture 3,C) LS $4,376.56 0.90 $ 3,938.90 0.90 S 3,938.90 $ - $ - 0.90 $ 3,935.90) 0.10 $ 437.66 0 $ 437.66 $ - $ - 0.10 $ 437.66 0.10 $ 437.66 1 $4,376.56 1 $4,376.56 2 2360.502 TYPe SP Z. an ear Course .0.(3,C) LS 65.3 0.33 $ 2. 6) 0.33 (2 2. fi) $ - ) D33 $ (252.56) 0.6 $ (12. 8) 0.67 (t ) $ - O.fi7 $ (12. B) O.fi $ ( 2.78) 7 $765.34 1 -$765.34 ,ow-�.nar,ye vruc, nu.c ♦ �+,.+.�., � ��,._..-., WORK COMPLETED $ 2,074,408.42 $ 1,673,055.10 $ 250,795.24 $ 247,810.04 $ 2,325,203.66 TO DATE= $ 1,920,865.14 $ 1,029,131.68 $ 959,539.68 S 88,583.32 $ 89,858.14 $ 1,117,715.00 $ 1,049,397.82 LESS 5% RETAINAGE= S 96,04326 $ 52,469.89 ERODIBLE ACREAGE WITHHOLDING($3,0001 DISTRUBED ACRE) $ 32,400.00 $ 18.500.00 LESS PAY ESTIMATE #1 = $ 271,845.90 $ 185,836.03 LESS PAY ESTIMATE#2= S 189,869.05 $ 255,936.88 LESS PAY ESTIMATE #3 = S 694,706.02 $ 183,598.54 LESS PAY ESTIMATE#4= $ 460,935.84 $ 267,145.31 CURRENTPAYMENT= $ 175,065.08 $ 97iIIIIA7 CURRENT TOTAL PAYMENTS TO DATE= $ 1,792,421.89 CURRENT TOTAL PAYMENTS TO DATE _ $ 980,427.93 $ 3,442,918.66 $ 2,970,262.96 $ 148,513.15 $ 48.900.00 $ 457,681.93 $ 445,805.94 $ 878,304.66 $ 718,081.15 $ 272,976.24 STATE AID FOR LOCAL TRANSPORTATION CHANGE ORDER Rev.July 2010 Page 1 of 1 SP 217-112-002 & 086-637-0331 Minn. Proj. No. STPM 8615 (153) CO No. 2 Project Location: CSAH 37/70'h 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 Change Order Amount $-$5,141.91 Table 2360-22 of Special Provisions 2360 and Table 2360-23 of MnDOT Standard Specifications 2360, Plant Mixed Asphalt Pavement provides for reduced payment for bituminous pavement not meeting minimum densities. Bituminous lot densities were tested per MnDOT 2360.D. and the bituminous coring testing results are located in the Engineer's Project File. The above mentioned tables indicate that the Contractor shall receive reduced payments in the amount of $5,141.91 for pavement placed during the 2015 construction season. Make disincentive payment as a backsheet item as follows: Estimate Of Cost: (Include any increases ordecreases in contract items, any negotiated or force account items.) "Group/Funding I I + or — + or — Category Item No. Description j Unit Unit Price Quantity Amount $ 1 2360.502 Type SP 12.5 Non Wear Course Mixture (3,C) LS -$3,941.63 1 -$3,941.63 Type SP 12.5 Non Wear 3 2360.502 Course Mixture (3,C) LS -$434.93 1 -$434.93 1 2360.501 Type SP 9.5 Wear FLS Course Mixture (3,C) -$252.56 1 -$252.56 3 2360.501 Type SP 9.5 Wear Course Mixture (3,C) LS -$512.78 1 -$512.78 Net Change for Change Order #2 -$5,141.90 Approved by Project Engineer: Print Name: Approved by Contractor: Print Name: SC::5-(-T J Date: Phone: 676,p,-��zS Date: I 4► I Phone:2�- Distribution: Project Engineer (Original), Contractor (copy), DSAE (copy for funding review) 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. 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