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ITEM 3.9A Street Improvement Project 14-01 14-020 OtSeCITY F o MINNESOTA C DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT: REQUESTOR: MEETING DATE: Public Works City Engineer Wagner November 14, 2016 PRESENTER(s): REVIEWED BY: ITEM #: Consent Agenda Interim City Administrator Flaherty 3.9A AGENDA ITEM DETAILS RECOMMENDATION: Staff recommends approval of payment in the amount of $85,800.66 for the 70th Street/CSAH 37 Improvement Project, City Project No. 14-01 & 14-02 to Fehn Companies, Inc. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No No BACKGROUND/JUSTIFICATION: This payment is being made for the remaining turf establishment and erosion control as well as payment for repairing various erosion issues, installing additional draintile, culvert markers and curb plow markers (both requested by Wright County), bituminous path and concrete sidewalk work. All improvements were officially completed as of July 29th, 2016 with only punch list items remaining. All punchlist items have since been completed with the exception of the Pond #5 (Valerius Meadows) drainage issue which will be addressed before December 31, 2016. City staff is working with the County for acceptance of the project and turning it over to Wright County. The City portion of this Pay Estimate is $54,682.72 (63.7%) and the County portion is $24,645.22 (36.3%). SUPPORTING DOCUMENTS: x ATTACHED ❑ NONE List: Pay Estimate No. 8 Pay Estimate No. 8 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 $85,800.66 for the 70th Street/CSAH 37 Improvement Project, City Project No. 14-01 & 14-02. BUDGET INFORMATION FUNDING: BUDGETED: X YES MSAS Funds Region 7W Federal Funds o No PAY ESTIMATE #8 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Date: November8, 2016 Honorable Mayor & City Council City of Otsego 13400 90th Street NE Otsego, MN 55330 RE: 70th Street/CSAH 37 Improvement Project SP 217-112-002 and SP 086-637-033 Contractor. Fehn Companies, Inc. Award Date: May 11, 2015 Completion Date: July 1, 2016 Dear Honorable Mayor and Council Members: The following work has been completed on the above -referenced project by Fehn Companies, Inc. Bid Schedule "A" ITEM N0. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNITPRICE CONTRACT AMOUNT USEDTO 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 $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 $ 6,364.80 863 $ 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) 689 LF $1.50 $ 1,033.50 359 $ 538.50 11 2104.521 Salvage Barbed Wire Fence 250 LF $3.00 $ 750.00 $ 12 2104.523 Salvage Casting 2 EACH $100.00 $ 200.00 1 $ 100.00 13 2105.501 Common Excavation (P) 39992 CY $4.08 $ 163,167.36 42692 $ 174,183.36 14 2105.505 Muck Excavation (EV) 2204 CY $4.31 $ 9,49924 2377 $ 10,244.87 15 2105.521 Granular Borrow (LV) 180 CY $10.66 $ 1,918.80 151 $ 1,607.00 16 2105.523 Common Borrow(LV) 13098 CY $3.60 $ 47,152.80 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 (EV) 48809 CY $1.41 $ 68,820.69 48809 $ 68,820.69 19 2211.501 Aggregate Base Class 3 or 4 40992 TON $6.39 $ 261,938.88 37688 $ 240,826.32 20 2211.501 Aggregate Base Class 5 Mod 33142 TON $11.34 $ 375,830.28 36648 $ 415,588,32 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 (1.5") 145 SY $5,17 $ 749.65 1263 $ 6,529.71 23 2357.502 Bituminous Material For Tack Coat 3431 GAL $2.18 $ 7,479..58 5325 $ 11,608.50 24 2360.501 Type SP 9.5 Wearing Course Mixture (3,C) 4801 TON $64.97 $ 311,920.97 4804 $ 312.115.88 25 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 1 Concrete Flume 11 EACH $332.00 $ 3,652.00 9 $ 2,988.00 SAMuniclp0A0T5EG0Q88u3) Construction\Pay Estimates and CO's1Pay Estimates\0T388 PE48 PAY ESTIMATE #8 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 I UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 28 2501.515 12" RC Pipe Apron 5 EACH $510.00 $ 2,550.00 6 $ 3,060.00 29 2501.515 15" RC Pipe Apron 6 EACH $510.00 $ 3,060.00 5 $ 2,550.00 30 1 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 2501.615 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 $512.00 $ 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 2501.669 30" RC Safety Apron 1 EACH $918.00 $ 918.00 1 $ 918.00 44 2501.573 Install Culvert Marker 31 EACH $60.00 $ 1,860.00 151 $ 9,060.00 45 2501.602 Outlet Structure 5 EACH $2,650.00 $ 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 $ 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 $ 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 $6.12 $ 14,106.60 2035 $. 12,454.20 55 2502.541 8" Perf PVC Pipe Drain 450 LF $14.28 $ 6,426.00 543 $ 7,754.04 56 2503.541 28" 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 $006 CL V (all depths) 101 LF $32.64 $ 3,296.64 137 $ 4,471.66 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 2503.541 21" RC Pipe Sewer Design 3006 CL III (all depths) 283 LF $36.72 $ 10,391.76 791 $ 29,045.52 61 2503.541 24" RC Pipe Sewer Design 3006 CL III (all depths) 202 LF $38.76 $ 7,829.52 199 $ 7,713.24 62 2503.541 27" RC Pipe Sewer Design 3006 CL III (all depths) 77 LF $45.90 $ 3,534.30 81 $ 3.717.90 63 2503.541 30" RC Pipe Sewer Design 3006 CL III (all depths) 419 LF $51.00 $ 21,369,00 414 $ 21,114.00 64 2506.501 Construct Drainage Structure Design 48-4020 38.5 LF $612.00 $ 23,562.00 62.4 1 $ 38,188.80 65 2506.501 Construct Drainage Structure Design 54-4020 13.6 LF $918.00 $ 12,484.80 13.6 1 $ 12,484.80 5:\Mun1clpaM0T8EG01388\(3) Construction\Pay Estimates and CO's\Pay Estimates\OT388 PEkB PAY ESTIMATE #8 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 UNITPRiCEJ I CONTRACT AMOUNT USED TO DATE EXTENSION 66 2506.501 Construct Drainage Structure Design 6DA020 122 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 .0 $ 69 2506.501 Construct Drainage Structure Design N 41.9 LF $408.00 $ 17,095.20 34.9 $ 14,239.20 70 1 2515.503 Articulated Interlocking Block Open Cell, Type A 319 SY $110.00 1 $ 35,090.00 295 $ 32,473.10 71 2521.501 4" Concrete Walk 9602 SF $3.11 $ 29,86222 8684 $ 27,006.00 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 $15.38 $ 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 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 Silt Fence, Type MS 22650 LF $2.34 $ 53,001.00 21058 $ 49,275.72 82 2573.530 Storm Drain Inlet Protection 53 EACH $153.00 $ 8,109.00 33 $ 5,049.00 83 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 Type 1 8150 LBS $0.77 $ 6,275.50 9150 $ 7,045.50 86 2575.501 Seeding 18.3 ACRE $102.00 $ 1,662.60 19 $ 1,938.00 87 2575.502 Seeding Mixture - 25-141 786 LBS $4.08 $ 3,206.88 1646 $ 6,715.68 88 2575.502 Seeding Mixture - 25-151 330 LBS $3.26 $ 1,075.80 1056 $ 3,442,56 89 2575,511 Mulch Material Type 1 33 TON $153.00 $ 5,049.00 32 $ 4,850.10 90 2575,523 Erosion Control Blanket- Category 2 10249 SY $1.22 $ 12.503.78 25972 $ 31,685.84 91 2580.601 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 2582.501 Pavement Message (RightArrow)-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 $ 642.60 95 2582.501 Pavement Message (Yield) - Paint 3 EACH $112.20 $ 336.60 $ 96 1 2582.602 4" Solid Line White - Paint 245.00 LF $0.09 $ 2,205.00 24709 $ 2,223.81 97 2582.502 8" Solid Line White -Paint 236 LF $0.09 $ 21.24 $ 98 2582.502 8" Dotted Line White - Paint 171 LF $1.53 $ 261.63 99 2582.502 12" Stop Line White- Paint 56 LF $2.55 $ 142.80 182 $ 464.10 100 2582.502 4" Solid Line Yellow- Paint 1501 LF $0.09 $ 135.09 1501 $ 135.09 101 2582.502 24" Solid Line Yellow- Paint 547 LF $2.45 $ 1,340.15 572 $ 1,401.40 1 102 1 2582.502 4" Double Solid Line Yellow - Paint 13370 LF $0.17 $ 2.272.90 12872 $ 2,188.24 5:\MunldpaIW0T5EG0\388\(3) Constructlon\Pay Estimates and CO's\Pay Estimates\OT388 PE#8 PAY ESTIMATE #8 CITY OF OTSEGO 70th StreetICSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Bid Schedule "A" ITEM NO. MnIDOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNITPRICE CONTRACT AMOUNT USED TO I DATE EXTENSION 103 1 2582,603 Pavement Marking Special -Paint 61 LF 1 $4.59 $ 279.99 $ Total Bid Schedule "A" $ 3,122,398.24 $ 3,109,988.24 Change Order No. 1 ITEM NO. SPEC NO. I ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNITPRICE 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 $ 1.237.50 3 Relocate Special Sign 2 EACH 1 $605.00 $ 1,2%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/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//Each/Day) 85 PER DAY $4.59 $ 390.15 122 $ 559.98 8 2563.601 (6) Type A Flasher (@ $0.25//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 SF/Day) 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 6130/15 (9) Detour Guidance Assemblies + Portable Supports (10.2 PER 11 2563.601 SF/Each @ $0.16 SF/Day + $0.47 support/day) 78 DAY $18.92 $ 1,475.7E 115 1 $ 2,175.80 Signs Installed on 772/15 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 2563.601 (2) Special M' 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 I UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2545.501 Electric Light System -1 LS 1 $73.909.00 $ (73,909.00)1-1 $ 3,909.00) 2 2545.501 Electric Light System 1 LS 1 $75,830.38 1 $ 75,830.38 1.00 $ 75,830.38 Total Minor Work Order No. 1 $ 1,921.38 $ 1,921.38 Supplemental Agreement No. 1 ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY I UNIT CONTRACT UNITPRICE CONTRACT AMOUNT 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 (1-- 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 SY $4.50 $ 7,200.00 $ Total Supplemental Agreement No. 1 $ 274,799.56 $ 332,665.15 5:\Municlpa5A0TSEG0\38s1(3) Canstruction\Pay Estimates and CO's\Pay Estimates\OT388 PE#8 PAY ESTIMATE #8 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Minnr Wnrk nrAer Nn 9 - Rnad Ctahiii,rMinn ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2211.501 Aggregate Base Class 5 Mod 1500 TON $11.34 $ 17,010.00 1508 $ 17,100.72 2 2451.609 Crushed Rock (3" Recycle) 300 TON $38.93 $ 11,679.00 323 $ 12,569.33 Total Work Order No. 2 $ 28,689.00 $ 29,670.05 channn nm-Nn 9 - Rit-innuc ncd... firm ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2360.501 Type SP 9.5 Wear Course Mixture (3,C) 1 LS -$4,376.56 $ (4,376.56) 1 $ (4,376.56) 2 1 2360.502 Type SP 12.5 Non Wear Course Mixture (3,C) 1 LSJ -$765.34 $. (765.34) 1 $ (765,34 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 UNITPRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 Lowering small utilities: Sta 216+75 to 220+00 1 LS $1,980.62 $ 1,980.62 1 $ 1,980.62 2 Lower small utility crossings: Ste 216+50, 181+90, & 192+90 1 LS $1,320,51 $ 1,320.51 1 $ 1.320.51 3 Excavate and Backfill for conduit Crossing under 48" culvert 1 LS $621.86 $ 621.86 1 $ 621.86 4 Add field access: Sta 231+50 1 LS $504.90 $ 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: Ste 225+00 1 LS $504.90 $ 504.90 1 $ 504.90 9 Add berrn: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: Ste 223+00 1 LS $220.00 $ 220.00 1 $ 220.00 12 Revise storm sewer. Sta 214+00 1 LS $1,800.00 $ 1,800.00 1 $ 1.800.00 Bid Schedule "A" Change Order No. 1 Minor Work Order No. 1 Supplemental Agreement No. 1 Minor Work Order No. 2 Change Order No. 2 Minor Work Order No. 3 TOTAL TOTAL WORK COMPLETED TO DATE LESS 5% RETAINAGE: ERODIBLE ACREAGE WITHHOLDING ($3,000/ DISTRUBED ACRE) LESS PAY ESTIMATE NO.1 LESS PAY ESTIMATE NO.2 LESS PAY ESTIMATE NO.3 LESS PAY ESTIMATE NOA LESS PAY ESTIMATE NO.5 LESS PAY ESTIMATE NO.6 LESS PAY ESTIMATE NO.7 WE RECOMMEND PAYMENT OF: Total Work Order No. 3 $ 10,618.76 $ 10,618.76 $ 3,122,398.24 $ 3,109,988.24 $ 20,252.38 $ 23,277.86 $ 1,921.38 $ 1,921.38 $ 274,799.56 $ 332,665.15 $ 28,689.00 $ 29,670.05 $ (5,141.90) $ (5,141.90) $ 10,618.76 $ 10,618.76 $ 3,453,537.42 $ 3,502,999.53 $ 175,149.98 $ 36,675.00 $ 457,681.93 $ 445,805.94 $ 878,304.56 $ 718,081.15 $ 272,976.24 $ 307,018.29 $ 125,505.79 $ 85,800.64 S:\Municip0A0TSEG049881(3) Constmetion%Pay Estimates and CO's1Pay Estimates\0T368 PE#8 PAY ESTIMATE #8 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P.086-637-033 APPROVALS: CONTRACTOR: FEHN COMPANIES, INC. Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. Title: Date ENGINEER: HAKANSON ANDERSON ASSOCIATES, INC. Certification by Engineer: We recommend payment for work and quantities as shown. OWNER: CITY OF OTSEGO S:\MunicipaM0TSEG01388\(3) Construction\Pay Estimates and CUMPay Estmates\0T388 PE#8 PAY ESTIMATE 97-COST BREAKDOWN S.P -217-112402 & S.P. 086-037-033 70TH STREET NEICSAH 37 IMPROVEMENT PROJECT CITY OF OTS EGO AND WRIGHT COUNTY S.P. 217-112402 S.P. 086-637-033 Ruadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL item No. SIC. Ref DescriptionUnit Wit Price ESOmaled Quantity Cost Extension Used to Dale Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension "Used to Date" Extension Cost Extension Estmated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Dale Cost Extension ESUmated Quantity Cost Extension "Used to Dale" Extension Cost Extension Total Estiaated Quantity Total Estimated Extension Total Used to Date Total "Used to Dale" Extension 1 2021.5D1 Mobllixatlon LS $8923400 0.61 $ 54,43274 0.61 $ 54.432.74 0.05 $ 4.461.70 0.05 $ 4,461.70 0.66 $ 58,894.44 0.66 S 58,894.44 0.32 $ 28.554.88 0.32 $ 28,554.88 OA2 $ 1,784.fi8 0.02 $ 1.784.68 0.34 $ 30,339.56 0.34 S 30.339.56 1.O0 $89,234.00 1.00 589,234.00 2 2041.610 Trainees HR $100 SOS $ 305.00 400 $ 400.00 25 $ 25.00 $ - 330 $ 330.00 400 $ 4W.00 160 $ 160,00 5 - 10 $ 10.00 $ - 170 $ 170.00 0 $ - S00 $50000 400 $400.00 3 2101.501 Clearin ACRE $2,550.00 2 $ 5,100.00 2.0 $ 61W.Do $ $ 2 $ 5,100.00 20 S 5,100.00 1.2 $ 3.060.00 1.2 $ 3,06000 $ - $ 1.2 $ 1460.00 12 $ 3,060.00 3.2 $B,1fi0.D0 3.2 $8,160.00 4 2107.506 Grubbin ACRE $2,550.00 2 S 5,1 DODO 2D $ 5,100.00 $ - 5 - 2 $ 5,100.00 20 $ 5,100.00 12 $ 3Afi0O0 1.2 $ 3,060.00 $ $ - 1.2 $ 3,0W.00 1.2 $ 3.DGO.00 3.2 $8,160.00 3.2 $8,160.00 5 2104.501 Remove Curb & Ginter LF $3.13 137 $ 428.61 157 $ 491.41 $ $ - 137 $ 428.81 157 $ 491,41 298 S 932.74 $ - $ - $ - 298 $ 93274 O $ - 435 $1 361.55 157 $491.41 6 2114.111 Remove Pi a CWverts LF $1224 151 $ 1,848,24 218 $ 2,669.32 $ $ 151 5 1.848.24 218 $ 2,658,32 3W $ 4,516.56 645 $ 7.894.80 $ - $ - 369 $ 4.516.56 645 $ 7.894.80 520 $6,36480 863 $10.563.12 7 2104.505 Remove Bituminous Pavement BY $1.54 673 $ 1,036,42 1.484 $ 2.285.36 $ - S - 673 $ 1,036.42 1AB4 5 2,285.36 13875 $ 21 367.50 13.548 $ 20.863+92 5 $ - 13B75 $ 27 13,548 $ 20,863.92 14,548 $22,403.92 15,032 $23,149.28 8 9 2104.509 2104.509 Remove Bollards Remove Sin EACH EACH $750.00 $26.D0 2 $ 5 52.00 2 $ - S 52.00 $ - S S $ - 0 2 S - $ S2W 0 2 $ - $ 5200 2 8 $ 1.500.00 S 20800 2 8 $ 1.500,00 $ 208.00 S 5 $ - $ - 2 8 500.00 $ 1,500.00 $ 2G&00 2 e $ 1 500.00 $ 208.00 2 10 $1 500.00 $26000 2 10 $1,500.00 $260,00 10 11 2104.513 2104.521 Sawin Bil Pavement Fuli Depth Salvia a Barbed Woe Fance LF LF $1.50 $3.00 585 250 $ 877SO $ 750.00 277 $ 415.50 S $ - $ - $ - $ - 585 250 $ 8T7.50 $ 750.00 277 0 $ 415,50 $ - 104 $ 156.00 $ - 82 $ 12300 $ - $ S - $ - $ - 104 0 S 156.00 $ 82 0 S 123.00 $ 689 250 $1,033.50 $750.00 359 0 $538.50 $0.0O 12 2104.523 Salve eCasting EACH $100+00 2 $ 200.00 1 S 100.00 $ - $ - 2 S 200.00 1 $ 100.00 S - $ - S $ - 0 8 - 0 9 - 2 $20000 1 $too.00 13 21OD1501 Common Excava5on P CY $408 24406 $ 99,576AS 27.106 $ 110,592.48 $ - $ - 24406 $ 99,576.48 27.106 $ 110.592.48 15586 $ 63,590.88 15,586 $ 63,590.89 S $ - 75586 $ 63,590.88 15.586 3 63,590.88 39.992 $163,167.36 42692 $174,183.36 14 2105.505 Muck Excavation CY $4.31 491 $ 2.116.21 664 5 2.861.84 8 $ - 491 $ 211621 664 $ 2.861,84 1713 5 7,383.D3 1,713 $ 7.383.03 5 - S - 1713 $ 7.383.03 1,713 $ 7.383.03 2204 $9499,24 2,377 $10,244.87 15 2105.521 Granular Borrow L CY $10,66 180 $ 1.918.00 151 $ 1.607.00 $ - $ - 180 $ 1.918.8D 151 $ 1,507,00 $ - $ - S $ - O $ - 0 $ - 180 $1,918.80 151 $1607.00 16 2105.523 Common Barzow L CY $3.60 11055 $ 39.798.00 11.055 $ 39.798.00 $ - $ - 11055 $ 39.798.00 11.055 $ 39,798,00 2043 $ 7.364.80 2.043 S 7.354.80 $ - $ - 2043 S. 7.354.80 2,043 S 7,354.80 13.098 $47,15280 13,098 E47,15280 17 2105.535 Salvo etl To soil From Stockpile LA CY $1.98 19593 S 38,794.14 16.299 $ 3227202 $ - S - 19593 S 38,79414 16299 5 %7202 13029 S 25.797.42 10,428 $ 20,647.44 S - $ - 13029 $ 25.79742 10.428 $ 20,647.44 32.622 $64,591+66 26,727 $52,919.46 18 210SB35 Salvia ed Topsoil in Stoc Ile CY $1.41 35591 $ 50.183.31 35,591 $ 50.183,31 $ - $ 35591 S 50.183.31 35.591 $ 50,183.31 13218 $ 18.637.38 13.218 $ 18,637.38 S 5 - 13218 $ 18.637.38 13,218 $ 18,637.38 48,609 $68.820.69 48,809 $68,820.fi9 19 2211.501 a ate Base Class 3 or 4 TON $6.39 29512 $ iB85B1.68 27.133 5 173.37987 $ - S - 29512 $ 186581.68 27.133 $ 173379.87 11480 $ 73,35720 10,555 $ 67,446.45 5 - $ - 11480 $ 73.357.20 10,555 $ 67.446.45 40.992 5261,938.88 37.688 $240.826+32 20 2211.501 ate Base Class SMad TON $11.34 25379 $ 287797.86 28.462 $ 322.759.08 $ - $ - 25379 $ 207.797.85 28,462 $ 322759.08 77M $ 88,032.42 8,186 $ 92,829.24 $ - $ - 7763 $ 8603242 8.186 $ 92.829.24 33,142 $375,0028 36,548 5415,SBB.32 21 2221.501 Shoulder Base r ate Class TON 528.44 1254 $ 35.663.76 781 $ 22,211.64 $ $ - 1254 $ 35,663.76 701 $ 22211.54 $ - 48 $ 1.30.12 $ 5 - 0 $ - 48 $ 1,365.12 1,254 $35,663.76 829 $23,576.76 22 2232.501 Mill Bitumincus Surface1.&' BY $5.17 25 $ 129.25 421 $ 2176.57 E - $ - 25 $ 129.25 421 $ 2,176.57 120 $ 620,40 842 $ 4,353.14 $ - $ - 120 $ 620,40 842 E 4,353A4 745 $74965 1,263 $6,529.71 23 2357.502 Bitumincus Material For Tack Coat GAL $2.18 1611 5 3.51796 3,924 $ 8.554.32 $ $ - 1611 $ 3,511.98 3.924 $ 8,554.32 1820 $ 3967.60 1,401 $ 3054.18 $ $ - 1820 $ 3.967.60 1,401 $ 3D54.18 3.431 $7.479.58 5.325 $11.6G6.50 24 2360.501 Type SP 9.5 WearingCourse MxtU 3,C TON $64.97 3329 $ 216.285.13 3,140 $ 204,DO5.80 $ $ - 3329 $ 216.285.13 3,140 5 204;OD5.60 1472 $ 95.635.84 1.664 $ 108,110.O8 S $ - 1472 $ 95,635.84 1,664 E 708,110.08 4.801 8311,920.97 4,804 $312,115:88 25 2360.501 T sSP725Weari Course MW 2B TON $58.56 2116 $ 123.91296 2,374 $ 139021.44 $ - $ 2116 $ 123.912.96 2,374 $ 139,021.44 $ - $ - S - $ - 0 $ - 0 $ - 2,116 $123.91296 2,374 $139021.44 26 2360.502 T SP 125 Non Wear Ccurse Mixture TON $57496 8819 $ 511.149+24 7955 $ 461.071.80 $ - S $819 S 511.149.24 7,955 $ 461.071.80 3926 $ 227550.96 3.613 $ 209.409.48 $ $ - M26 227,550.96 3,613 $ 209.409,48 12.745 $738.700.20 114568 $670,48128 27 2411.507 ,C Concrete Flume EACH $332.00 6 $ 1.99200 6 $ 1,99200 $ $ 6 $ 1.-ti 6 $ 1,992.00 5 $ 7,66000 3 $ 996.00 $ - $ - 5 $ 1,650.00 3 $ 996.00 11 $3,65200 9 $2.988,00 28 29 2501.515 2501515 1Z' RC Pie ran 1 ipe Aron EACH EACH $510.00 5510.00 $ $ - 5 5 $ 2,550.00 $ 2 0. 6 4 $ 3.060.00 $ 2,040.00 5 $ 2.SSO,OO 0.00 6 $ 3,O60.00 $ 2,040.00 $ - $ - $ - 1 S - 10. 1 $ - S 510.00 0 1 $ - O 1 $ - 510.00 5 6 $255000 $3,060.O0 6 5 $3,060.00 $2,550.00 30 31 2501.515 2501.515 18" RC Pie 21 "RC Pie rro EACH EACH $510.00 $510.00 $ $ S - S 1 2 $ 51ODO $ 1,020.00 1 2 $ 510.00 $ 1,020.00 1 2 $ 510OO $ 1,020400 1 2 $ 510.00 $ 1.020.00 S - S - $ - $ 4 1 $ 2040,00 5 510,W 4 1 $ 2,510.00 S 510.00 4 1 $ 2.O40.W $ 510.00 4 1 $ 2,040.00 $ 510.00 5 3 $2.550.00 81 530.00 5 3 $2,550.00 $1.530.OD 32 2501.515 24" RC Pip. EACH $510.00 $ $ 4 $ 040.00 4 $ 2.040.00 4 $ 2.040,00 4 $ 2,040.00 $ $ - 2 $ 1,020.00 2 S 1.02000 2 $ 1.020.00 2 $ 7,02D,OO 6 $3.060.00 6 $3 C60.n0 33 2501.515 27' RC Pie r EACH $510,00 $ $ 1 $ 510,OD 1 $ 510.00 1 $ 510.00 1 $ slow $ - $ - $ - $ - 0 $ - 0 $ - 1 $510400 1 $510.00 34 25016515 3D' RC Pipe Apron EACH $61 ZOO S $ $ - $ - 0 $ 0 $ $ $ - 1 $ 61200 1 $ 612600 1 $ 612.00 1 $ 61200 1 $612.00 1 $fi12D0 35 25016515 48" RC Pie EACH $1,224.00 S $ 2 S Z448-00 2 $ 2.448.00 2 $ 2.440DO 2 S 2.448.00 $ $ - $ - S - 0 S - 0 $ - 2 52448.00 2 $2,44800 36 2501.525 28" Span RC Pipe -Arch Apron EACH $510.00 $ - $ - 2 $ 1,020.00 2 $ 1,U20.00 2 $ 1 020 W 2 $ 1.020.00 $ - S - $ - $ - 0 5 - 0 $ - 2 $1.020400 2 $1.020.00 37 38 25016561 2501.561 18" RC Pipe Culvert Design 3006 CLV ell de the 24" RC Pipe Cuhmrt Desi n 3006 CL III all depths) LF LF $30660 $37.00 465 S 14.259660 $ 376 $ 11.505.60 $ 56 $ - $ 2,07200 56 $ - $ 2,07200 466 56 $ 14,259,60 $ 072.00 376 56 $ 11,505.60 $ 2,07200 176 S 5385.6O $ - 160 $ 4,096.00 $ - 112 80 $ 3.42720 S 2,960.00 112 80 $ 3,427420 $ 2,960.00 288 80 $ 8.81280 $ 2,960600 272 SO S 8,323.20 E 2,960.00 754 136 $23,07240 $5,D3200 648 136 $19,828.80 $5.032.00 39 2501.561 48" RC Pipe Culvert Desi n 3005 CL It ail capons) LF $133.00 $ $ 148 $ 19,684.00 128 $ 17 024.00 1 18 5 1...4.00 128 $ 17,024.00 $ - $ - $ - $ - 0 $ - O $ - 148 $19,68400 12B $1702405 40 2501 15'RC SafetyEACH $61200 $ $ 2 $ 1224,00 2 3 1.224.00 2 S 1,224.00 2 S 1,224.00 $ S - $ 1 $ 612D0 0 $ - 1 $ 61ZOD 2 $1.224.00 3 $1,836.00 41 vS69 2501.569 18"RC6afel EACH $612.00 20 $ 12240.00 18 E 11016.00 2 $ 1,224.00 2 E 7,224.00 22 $ 13464.00 20 S 1224000 12 $ 7344.00 10 $ 6.120.00 $ - $ - 12 $ 7344.00 10 $ 6,120.00 34 $20.808.00 30 $18,36000 42 2501.569 24'RC Safety n EACH $612.00 $ - 3 $ 1.836.00 3 $ 1.836.00 3 S 1,836,00 3 $ 1836.00 $ - S - $ - $ - 0 $ - O $ - 3 57,836.00 3 $1,836.00 43 2501,569 W'RC Safe roh EACH $918,00 $ - $ $ - $ - 0 $ - 0 $ - $ - E - 1 $ 918.OD 1 $ 918.00 1 $ 918.00 1 $ 918.00 1 $918,00 1 $918.00 44 2501.573 Install wit Marker FACH $60.00 $ $ - 21 $ 1,26000 27 $ 1.620.00 21 $ 126O.00 27 $ 1,620,00 $ - 49 $ 2.940.00 10 $ 600,00 75 S 4.500.00 10 5 600.00 124 $ 7440.00 31 $1.86O00 t5t $9,060.0G 45 2501.6@ Outlet Structure EACH $2,550400 $ $ 5 E 12,750.00 5 $ 12750.00 5 $ 12,75000 5 $ 12'750.00 $ $ - $ 5 - 0 $ 0 $ - 5 $12,750.00 5 $12790.00 46 2501.fi02 Safet Grate for 24"RC r o EACH $1,224400 $ - $ 3 E 3,67200 3 $ 3,67200 3 $ 3.672.00 3 S 3.672.00 5 $ - $ - S - 0 $ - 0 $ - 3 $3467200 3 $3,672.00 47 2501.602 Safet Grztefor3D'RC ro EACH $918.00 $ - S - $ - $ - 0 S - 0 $ - $ - $ - t S 918.00 1 $ 918.00 1 $. 918.00 1 $ 918.00 1 $918.00 1 $918.00 48 2501.602 Tash Guard for 24" Pie EACH $612.00 $ $ 4 $ 2446.00 4 $ 2,448.00 4 $ 2,44800 4 $ 2,448.00 $ - 3 - 2 $ 1.224.00 2 $ 1.224.DO 2 $ 1,224.00 2 $ 1.224.00 6 $3.672.00 6 53.67200 49 2501.602 Trash Guard for 2T' Pip. A ran EACH $612.00 $ $ - 1 $ 61200 1 $ 61200 1 $ 61200 1 $ 61200 $ - $ - $ - $ - 0 $ - 0 $ - 1 $61200 1 $612.00 50 2501.602 Trash Guard for W' Pip. A ron EACH $61200 5 $ $ - $ 0 $ - 0 $ $ - $ - 1 $ 612-00 1 $ 612.00 1 $ 612.00 1 $ 612.00 1 $612,OO 1 $61200 51 2501,602 Trash Guard for 48' Pip, A eon EACH $1,224.00 $ $ 2 $ 2.448.00 2 $ 2,44800 2 S 2448400 2 $ 2.448600 $ 1i - $ $ - 0 $ 0 $ - 2 $2.448,00 2 $2,448.00 52 53 2501-602 2502.501 Trash Guard for 26' Span r 4" Precast Concrete Headwall n EACH EACH $612.00 $204.00 44 $ - $ 8,976.00 28 $ - $ 5,71200 2 $ 7 224.00 $ - 2 $ 1,224.00 $ - 2 44 $ 1 22400 $ 8,976.00 2 28 S 1,224.00 $ 5,712.00 20 $ - $ 4080,00 18 $ - $ 3,672.00 $ - $ - $ - $ 0 20 $ - $ 4,080.00 0 18 $ - $ 3,67200 2 64 $7 224.00 $13,056.00 2 46 $1,224.00 $9,384.00 54 55 2502541 2502541 4" Perf PVC Pipe Drain a"Perf PVC Pipe Dain LF LF $512 $14.28 1585 450 $ 9,700.21 $ 6,426.00 1.31 442 $ 7,996S4 $ 6.311.76 $ $ - $ - $ 1585 450 $ 9,700.20 $ 6426.00 1,307 442 E 7.998.84 $ 6,311.76 720 $ 4,406.40 S - 728 101 $ 4.455.36 $ 1,442.28 $ - $ - $ - $ 720 0 $ 4,405.40 $ - 728 101 $ 4,455,36 $ 1,442.28 2.305 450 $14.106.60 $6.426.00 Z035 543 $12454.20 $7,754604 56 2503.54129.San RC Pi a -Arch Sewer CL lit LF $71.40 5 $ 105 $ 7,56'.40 106 $ 7,S6S40 106 S 7,568.40 106 $ 7,568AO S S - $ $ - 0 $ - 0 $ - 106 $7.568.40 los $7.568.40 57 25G3.541 12" RC Pi a Sewer sign 3006 CLV all depths) LF $3264 $ - S - 101 $ 3.296.64 137 $ 4,471,68 101 $ 3,296.64 137 $ 4,471.68 $ - $ - S - $ - 0 E - 0 $ - 101 $3,296.64 137 $4,471.68 58 2503.541 15"RC Pi eSewer Desi n3006 CLV all depth,) LF $34.68 $ E 1596 $ 55. 49.28 1.616 $ 56,042.88 1596 $ 55.349.28 1.616 $ 56.042.88 $- S - 321 S 11,13228 319 $ 11,06292 321 $ 11,132.28 319 $ 11,062.92 1,917 $66,481.56 1.935 $67,105,80 59 2503.541 1B" RC Pi a Sewer Desi a 3116 CLV all de the LF $34.68 $ - b - fi20 $ 21,501.60 131 E 4 543.08 620 $ 21.SO1.fi0 131 $ 4.543.OB $ - $ - $ - $ - 0 $ - 0 $ - 620 $21.501,60 131 $4.543.08 fi0 2503.541 21" RC Pipe Sewer Desi n 3006 CL III all de lhs LF $36.72 $ $ 200 $ 7,344.00 712 $ 26,144.64 200 S 7,344.00 712 $ 26.144,64 $ $ - B3 $ 3047.76 79 S 2;900.88 83 S 3047.76 79 $ Z900.88 283 $10.391.76 791 $29,045.52 fit 2503541 24" RC Pi a Sewer Desi n 3006 CL III all de the LF $38.76 $ $ 202 $ 7,829.52 199 $ 7.713.4 202 E 7,829.52 199 $ 7.713.24 $ - $ - $ $ - D $ 0 $ - 202 $7,829.52 199 $7,713.24 62 2503.541 27" RC Pi a Sewer Desi n 3006 CL III all depths) LF E45.90 $ $ - 77 $ 3,534.30 81 $ 3,7t7.90 T7 $ 3,534.30 81 S 3,717.SO $ - $ - $ - $ - 0 5 - 0 $ - T7 $3,534430 81 $3.717.90 63 2503.541 30" RC Pi a Sewer Desi n MOB CL III ail de the LF $51.00 $ 21,114.00 419 $ 21.369,00 474 $ Z7 114.00 479 821 369.00 414 $27,114.00 Bid Schedule "A" Roadway S.P. 217-112-002 Storm Sewer TOTAL Roadway S.P. 0864i37-033 Storm Sewer TOTAL item No. S . Rel Descd ion 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 to Date" Extension Cost Extension Estimated Quantity Cost Extension Used to Data Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension "Used to Date" Extension Cost Extension Total Estia riled Quantity Total Estimated Extension Total Used to Date Total "Used to Date" Extension 64 2506.501 Construct Dm]na eStructura Desi n48-4020 LF $612.00 S $ 30.5 $ 18,666.00 48AO $ 29,620.80 31 5 18,6�.00 48.40 $ 29.620.80 $ $ - B $ 4,896.00 14.00 $ 8,568.00 8 $ 4,896,00 1400 $ 8568.00 1.1 $23,56200 62-40 $38.188.80 65 2506.501 Construct ramage Structure Design LF 9 8.00 5.5 $ ,049.00 5.50 5,049.00 fi S ,0 5.50 $ $ - 8.1 $ 7,4 SO 6.10 7,435.80 8 $ .80 7,435.80 13660 $12,48480 13.60 $12,484SO 66 2506.501 Construct Drainage Struclura Desi nfi0.4020 LF $714.00 $ - $ 122 $ 8,71D.80 11.90 $ 8496.60 12 $ 8,710.80 11.90 $ 8,496.60 $ 5 - $ - $ - 0 $ - 0.00 $ - 12.20 $8,71OS0 11.90 $8.496.60 67 2506,501 Construct DrainageSlruclure Desi n66-402LI LF $816.00 $ $ 0 $ $ - 0 $ - 0.00 $ - $ E - 4.6 $ 3,753.60 4.60 $ 3.753.60 5 $ 3,753.60 4.60 $ 3.753.60 4.60 S3,753.60 4.60 $3,753.60 fib 2506.501 Construct Draina a Structure Desi n H LF $40800 $ - $ - 14.1 5 6,752.80 $ - 14 $ 5,75280 0.00 $ - $ - S - 25 $ 1.020.00 $ - 3 $ 1 020.00 0.00 $ - 16.60 $6772.60 0.GO $0.00 69 70 2506.501 2515.503 Construct Draina eStructure Desi nN Articulated lnterlacin Block Open Call, T eA LF BY $408.00 $110.00 $ $ $ - $ 19.4 247 $ 7,91520 $ 27,170.00 15.10 206 $ 6.160.80 $ 2266D,00 19 247 S 7,91520. $ Z7,170O0 15.10 205 5 6,160.80 $ 27 ssom $ - $ - $ - $ - 22.5 72 $ 9.180.130 S 7,920:00 19.BO 89.21 $ 6.078.40 $ 9,813.10 23 72 $ 11B0.00. $ 7,920.00 1980 89 $ 8,078.40 $ 9,813010 41.90 319 $17,095620 $35,090.00 NSO 295 $14,239.20 $32,473,10 71 72 2521.501 2531.501 4" Concrete Walk Concrete Curb &Gutter DesignB424 SF LF $3.11 $13.00 3021 4175 $ 9,39531 $ 54275.00 3.444 4,235 $ 10,71084 $ 55,055.00 $ S - S - $ - W21 4175 5 96395.31 $ 54275.00 3,444 4.235 S 10.710.84 $ 55.055.00 6581 426 $ 20.466.31 $ 5,538.00 5.240 426 $ 16,295.16 $ 5538.00 $ - S - $ - $ - 6581 426 $ 20.466.91 $ 5,538.00 5.240 426 $ 16,295.16 $ 5,538.00 9,602 4,601 $2986222 $59.813600 8,684 4,661 $27,W6.DO $60,59300 73 74 2531 501 2531.501 Concrete Curb & Gutter Desi n 54,B Concrete Curb & Gutter Design 5518 LF LF $11,30 $15.38 1613 148 $ 18225.90 $ 2,275.24 1,613 148 $ 18,226.90 S 227624 $ - $ - $ - $ - 1613 148 $ 18226.90 $ 2276.24 1,613 148 $ 18.226.90 $ 2,276.24 2085 296 $ 23,560.50 $ 4.552.48 2.085 296 $ 23,560.50 $ 4,55248 S - S S - $ - 2085 296 $ 23,560.50 S 4,55248 2.085 296 S 23,560,5D $ 4,552.48 3.698 444 $41,737.40 56,828.72 3,698 444 $41 �B740 $6,828.72 75 2531.507 6'Concrete Orivewa Pavement BY $39672 247 $ 9810.84 255 $ 10128.60 $ - S - 247 $ 9.810.64 255 $ 10,128SO 288 $ 11,439:36 288 $ 11,439.36 $ - $ 288 $ 11,439.36 288 $ 11439.36 535 $21,25020 543 $21.567.96 76 2531,678 Truncated Dames SF 536.72 40 $ 1,76256 108 $ 3,965.76 S $ - 48 $ 1.762.56 108 $ 3.965.76 $ - $ - $ - $ - 0 $ - 0 $ - 48 $1,762.56 108 $3965,76 77 2540.6D2 Install Mall DO, Support EACH $143.00 8 $ 1.144.00 8 $ 1,144.00 $ - $ 8 $ 1,144.D0 8 $ 1.144.00 4 $ 57200 4 $ 57200 $ - $ 4 $ 57200 4 $ 572.00 12 $1,716.00 12 $1,716.00 78 2545.501 ElecVlc Win S stem LS $73.909.00 0.33 S 24.389.97 0.33 $ 24,389.97 $ - $ 0 $ 24.389097 0.33 $ 241389,97 0.67 $ 49.519.03 0.67 $ 4%5'19.03 S - $ 1 $ 49,519.0 0.67 $ 49,519.03 1.00 $73,909.00 1DO $73.909.00 79 2563.E01 Traffic Contra] LS $7548.00 0.66 $ 4.981,68 0.66 $ 4,981468 $ $ - 0.66 $ 4,981.68 0.66 $ 4.981.0 0.34 $ 2,566.32 0.34 $ 2566,32 $ $ - 0 $ 2566.32 0.34 $ 2566.32 1,00 $7,548.00 1.00 $754800 80 2564.531 Si n Panels, Type C SF $33.75 t51 $ 5,005.65 186.35 $ 6,177. 50 8 - $ - 151 $ S OOS.fi5 186 $ 6.177.50 183 $ 6,066.45 194.13 $ 6.435.41 S - $ - 183 $ 6OWAS 194 $ 6,435.41 334 $11 072-10 380 $12.612.91 81 82 2573.5G2 2573.530 Slit Fence, T e MS Stmm Drain Inlet Protection LF EACH $2.34 $153-00 16014 6 $ 37.47276 $ 918,00 14,888 5 $ 34.837.92 $ 765 GO 23 $ - $ 3.619.00 14 $ - $ 2,14200 76014 29 $ 37,47276 $ 4437.00 74,BBB 19 $ 34,837.92 $ 29W,00 6fi36 13 $ 15,52624 $ 1.989.00 6,170 11 $ 14;437.80 $ 1,6B3.00 11 $ - $ 1,683.00 3 $ - $ 459.00 fi636 24 $ 15,528.24 $ 3.672.00 6;170 14 $ 14,437.80 $ 2,14200 22650 53 $53,001.00 $8109.00 21.058 33 $49,275.72 $5,049.00 W 2573.533 Sediment Control LogType Straw LF $204 488 S. 995.52 1.188 $ 2423.52 $ - $ - 488 $ 996.52 1,188 $ 2423.52 152 5 31008 112 $ 228.48 $ - $ 152 $ 31008 112 $ 228648 640 $1,3056D 1.300 $265200 84 85 2573.535 2574.508 Stabilized Construction Exit Ferlili-rType t LS LBB $1,500.00 $0.77 0.5 5400 $ 750.00 $ 4,158.00 0.33 6.021 $ 495.00 $ 4,06.17 $ - $ - $ - $ - 1 5400 $ 750.00 $ 4.158.00 0 6,021 $ 495.00 $ 4,636.17 0.5 2750 S 75000 $ 2.117.50 0.33 3.129 $ 495.00 $ 240S 33 $ - S - $ - $ - 1 2750 $ 750.00 $ 2117.50 0 3,129 S 495.00 $ 2,409.33 1.0 8,150 $1.500.00 $6,275.50 0,7 9,150 $990.00 $7,045W 86 2575.501 Seedi ACRE $102.00 108 $ 1101.60 12.5 $ 1275.00 $ - $ 10.8 S 1101-60 12.5 $ 1275.W 5.5 $ 561,OO 6.5 $ 663.00 $ - $ 55 $ 561,00 6.5 $ 663.00 16.3 $7662So 19,0 $1,938.00 87 2575502 Seedi Mixture - 25-141 LBS $4.08 550 $ 2,244.00 1.131 $ 4,614.48 $ $ - 550 S 2,244600 1,131 $ 4,614,48 236 $ 962.88 515 $ 2101.20 $ - $ - 236 $ 962.88 515 $ 2,10120 786 $3,276.88 1,646 $6,715,68 W 2575.502 Seed!,Mbd--25-151 LBS $326 180 $ 586.80 657 $ 2,141.82 $ - S 180 5 586.80 E57 $ 2141.82 150 $ 9 1.00 399 $ 1.300.74 b - E 150 $ 489.00 399 $ 1300.74 Wo $1.075,80 1,056 $3,442.56 89 2575.511 Mulch M-led.)e1 TON 51 Saw 22 $ 3 6666.00 26.7 $ 3,167.10 $ - $ 22 $ 3,366.00 20.7 $ 34167010 11 $ 1,6SS.00 11 $ 1,6B3.DO $ - $ - ii $ 1,fiB3.00 71 $ 1,683.00 33 55,04900 32 $4,850.10 90 251,5.S23 Erasion Central Blanket -Cate o 2 SY $1.22 8057 $ 9829.54 18534 $ 22611 S $ - $ - 6057 $ 9,829.54 18.534 $ 611,48. 2192 $ 2,674.24 7,438 $ 907436 $ - $ 2192 $ 2,674.24 7,438 $ 9,074.36 10,249 $12.503.78 25.972 $31.685.84 91 2580.601 Interim Pavement Markin -Paint LS $6740.00 0.66 $ 5,76B 40 0,66 $ 5,768.40 $ $ 066 $ 5.768AO 0.66 $ 5,768.40 0.34 $ 2971 AD 0.34 $ 2.971.60 $ $ - 0.34 $ 2971.50 0.34 S 2971.60 1.00 $8,740.00 1.00 $8.740.00 92 2582501 Pavement Messy a Laft Arrow -Paint EACH $71.40 5 $ 35TOO 5 $ 357.00 $ $ 5 $ 357.00 5 $ 357.00 5 $ 357.00 5 $ 357.00 $ - $ - 5 $ 357.00 5 $ 357.00 10 $714.00. 10 $714.00 93 2682501 Pavement Messy a RI ht Arow -Paint EACH $71.40 4 $ 285.60 4 $ 285.60 $ - 8 - 4 $ 285.60 4 $ 2BE60 2 $ 14280 2 $ 142.SO $ - $ - 2 $ 14ZB0 2 S 14280 6 542B.40 6 $428.40 94 2582501 Pavement Message Th. Arrow -Paint EACH $71.40 5 $ 357.00 5 $ 357.00 - $ - 5 S 357.00 5 $ 35TOO 4 $ 265.60 4 5 285.60 $ $ - 4 $ 285.60 4 $ 285.60 9 $M6'O 9 $64260 95 2582.501 Pavement Messy a field -Paint EACH $112.20 1 $ 112.20 $ - $ - $ - 1 $ 11220 0 $ - 2 $ 224.40 $ - $ - 2 $ 224.40 0 E - 3 $336.60 O $0.00 96 25825024"Solid Line White -Paint LF $0.09 17000 S. 1.530.00 17.1E143.32 $ - $ - 17000 5 1.530.00 17,148 S 1,543.32 7500 $ 67500 7,561 $ 680.49 $ - $ - 7500 $ 67500 7,061 S 680.49 24,500 52205.00 24,709 $2223.81 97 25825028" Solid Line White -Paint LF $0.0.9 78 $ 7.02 $ $ - 78 S 7,02 0 $ - 158 $ 1422 $ - $ $ - 158 $ 14.22 0 $ - 236 $21.24 0 $0.00 W 2582.502 W Dotted Line Wite-Paint LF St.53 58 $ 88.74 $ - $ - 50 $ 88.74 0 S - 113 $ 17289 $ - $ $ - 113 5 17289 0 $ - 171 $261,63 0 $000 99 2562.50212'SIo Line White -Paint LF $255 56 $ 142.80 99 $ $ - 56 $ 14280 99 $ 25245 $ - 83 $ 211,65 $ $ - 0 $ - 83 $211.65 56 $142.80 182 $464:10 100 2582.502 4'"Solid Line Yellow -Pain[ LF $0.09 450 $ 40.50 45 b b - 450 8 40.50 450 $ 40.50 1051 S 94.59 1,051 $ 99.59 $ - d - t05t $ 94.59 t,051 $ 94.59 t,501 5135.09 1,501 $135.09101 2582.502 24" Solid Line Yellow -Paint LF $2.45 414 $ 1,014.30 43 3 $ 414 S 1,014.30 433 $ 1,060.85 733 $ 32585 139 $ 340.55 E $ - 133 S 325.85 139 $ 34055 547 $7.340.15 572. $1.401.40 Paint LF $0.77 9500 5 1615.00 9,7 $ - E - 9500 $ 1,61500 9.769 $ 1,660.73 3870 $ fi57.90 3,t0.i S 527.51 $ - $ - 3870 $ 657.90 3,103 $ 527.51 13,370 $2,27290 12872 $2,188.24 103 2582.603 Pavement ar ing peaa -Pain lF $4.59 25 174.75 $ - - 25 $ 1 4. U $ ",c "" ^' 36 t65.24 - $ - - 36 5 t65:24 - 6t $279.99 0 $0.00 _.._..a_ _.__..._.......__...__-- S.P. 217-112-002 S.P. 086{374)33 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL item No. S Re( Description Unit Unit Price Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cosl Extension "Usedto Dale" Extension Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimalad Quantity Cast Extension Used to Da[e ..at Extension Estimated Quantity Cost Extension "Used to Date" Extension Cos[ Extension Total ExHamted Quantity Total Estimated Extension Total Used to Date Total "Used to Date" Extension 1 2104.5D5 Additional Bituminous Pavement Removed CY $10.08 $ $ $ E 0 $ D $ 791 $ 7,973.28 791 $ 7,973.28 S - $ - 791 $ 7,973.28 -1 S 7973.28 791 $7.97328 791 $7,973.28 2 2021.501 Mobilization EACH $412.W $ $ $ $ 0 $ 0 $ 3.00 $ 1237.W 3.00 $ 1.237.W S - S - 3 $ 1.237.W 3.W $ 1.237.W 3.00 $1,237.W 3.W $1.237.W 3 Retocate5 ecal Si'n EACH $WS,W $ E E $ 0 $ 0 $ 2 $ 1.2t0.W 1 $ 605.00 $ 8 - 2 S 121D.W 1 $. W5.W 2 51.210.W 1 $W5.00 Signs Installed on 6/23/!5 4 2563.601 4W Road Closed Ahead PER DAY $0.75 $ $ $ 5 2563.601 48'Detour Ahead PER DAY $0.75 $ $ $ S 0 $ 0 S 85 $ 075 122 $ 91.W E - $ - 85 $ 63.75 122.00 $ 91.50 85.00 $63.75 122.00 $91.50 6 2563.W1 (8) Detour Guidance Assemblies+ Portable Supports 10.25E/Each $0.16 SFA)a +$0.47 su Nda PER DAY $16.82 $ $ S $ 0 S 0 S 85 $ 1.429.70 122 $ 2,052.04 S - $ - 85 $ 1.429-70 122.00 $ 2052-04 85.W $1.429.70 122,W $2.05204 7 2563.W7 3 T e III Barzicades $1.53//Each/Da PER DAY $4.59 $ $ $ $ - 0 $ - 0 $ - 85 $ 390.15 122 S 559.98 $ S - 85 $ 390.15 12200 $ 559.98 85.00 $390.15 12200 $559.98 8 2563.W7 Type A Flasher $0.25//Each/Da. PER DAY $150 $ $ $ $ 0 S - 0 $ - 85 $ 127.50 122 $ 183.W $ - 5 - 85 $ 127.50 122DO $ 183.00 85.00 $127.50 122-M $183,00 9 2563.60, (4) 60' x 30" Road Ciosed Miles Ahead Sign (12.5 SF/Fxch $0.165F/g PER DAY $8.00 $ S $ $ - 0 $ 0 $ - 85 $ 680.00 122 $ W6D0 $ - $ - 85 S 680.00 122.00 $ 976.00 85.00 $680.00 122OD $976.00 10 2563.601 (2)4'x 18" Detour Sign (6$F/Each@$0.16 SF/Dayj PER DAY $1 S2 $ $ $ $ - 0 $ D E - 85 $ 16320 122 $ 234.24 S - $ - 85 $ 10.20 122W $ 234.24 85.W $16120 122.00 $234.24 Change Order No. t Roadway S.P. 217-112402 Storm Sewer TOTAL Roadway S.P. 086-037-03$ Storm Sewer TOTAL Rem No. S . Re( Descd tion Unit Unit Pdm Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Date Cast Extension EstimatM Quanttty Cast Extension "Used to Date" Extension Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Gost Extension Used to Date Cost Extension Estimatetl Quantity Cos[ E#ension "Used to Date" Extension Cost Extension Total Estiamted Quantit Total Estimated Extension Total Used to Date Total "Used to Date" Extension Signs Installed on WM6 11 2553601 (9)Detouf Guidance. Asemblles+ Portable Supports 102 SF/Each 0.16 SF/Da +$0.47 su d/da PERDAY ... $ $ $ - $ D $ 0 $ 78 1 5 1,475.76 115 $ 2.175.80 $ $ - 78 $ 1,475.7E 115 $ 2.175.80 78 $1.475.76 115 $2.175.80 Signs Installed on 712115 12 2563.W7 2 48"Road Closed Sin $0.75 ersi mda PER DAY $150 $ $ $ 8 0 $ 0 $ 75 $ 112.W 113 $ 169.W S - $ 75 $ 11250113.0a $ 169.W 75.00 $112W 113.W $169.50 13 2563.W1 34B"OetoVfAhead Sin $0.75 er si,Ida PER DAY $225 5 $ $ $ 0 $ 0 E - 75 1 $ 169.75 j113 $ 214-211 E S - 75 1 E 168.75 1 113.W 8 25425 75.00 1 E168.75 113.00 $254.25 14 2563.0 (10) Detour Guidance Assemblies+ Portable Supports 70.2 SREach a so.16 SF(Da +$0.47 su amda PER DAY $39.94 $ $ $ - S - 0 $ - 0 $ - 75 $ 2,995.W 113 $ 4,513.22 $ - $ - 75 $ 2,995.W 113.00 $ 4,513.22 75.W 62.995.W 113.00 $4.513.22 15 2563.60t (2)Spedal 84"x48"-igns(28 SF/Each@$30.595FJ SF 538.59 $ E $ $ D $ - 0 S - 56 $ 2,161.04 56 1 $ 2,161.04 1 $ - $ - Sfi S 2,ifi1.04 56.00 1 S 2,161.04 56.00 1 $2.161.04 56.00 $2,161 A4 S.P. 217-712-002 S.P. 036-037-037 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Item No. S c. Ref Oescn lion Unit UnH Price Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Dale Cost Extension Estimated Quanmy Cost Extension "Used to Dale" Extension Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Usetl to Date Cost EMenslon Estimatetl Quantity Cos[ Extension "Used to Oafe" Extension Cast Extension Total Estiamtetl QuantR Total Estimated Extension Taal Usetl to Date Total "Used to Date" Extension 1 2111.511 Electdc L1,115 stem LS $73,909.W -0.33 $ 24,636.09 -0.33 $ 24,fi36.09 $ $ -0.33 $ 4.636.09 0.33. $ 24,fi36.09 -0.67 $ 49,27291 -0.67 $ 4927291 $ $ - -0.67 $ 49.272.91 0.6 $ 49,27291 AM 573.M3..W -1 -$73.909.W 2 2545.W1 echw i9 ystem LS 033 - 0.67 - - 100 $75,BW.38 i $75,830.38 .... .............. .-.....-....-_. . S.P. 217-1124112 S.P. 086-637-033 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL item No. S . Ref Description Unit Unit PH. Estimated Quantity Cost Extensione to Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension "Used to Date" Extension Cost Extension Estimated Quantity Cost Extension Used to Date Esgmated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension "Used to Dale" Extension Cast Extension Total Estiamtetl QuantityExtension Total Estimated Total Used to Date Total "Used to Date" Extension 1 2135.505 Muck Excavation E CY $4.31 16369 $ 70,550.39.47 k14,674 97,177.57 5 S 16369 $ 70.550.39 22,547 $ 97,177.57 10267 $ 44,250.77 14142 $ d $ - $ - 10267 E 44250.77 14.142.00 $ 60,95202 26,636.W $1t4W1.16 36 fi&9.W $15B,129.59 2 2105.522 Select Granular 8onow L CY $10.44 2000 S 20.880.00$ S $ 2000 $ 20.880.00 0 $ 7500 $ 78,3W.00 8,329 $ $ $ - 75W S 78,3W.00 8.329.00 $ 86.954.76 9.5W.00 $98180.W 8,329.00 $86.954.76 3 2105.523 Common 8onow L CY $3.60 8863 $ 31;90680 § 52,826.40 $ E 8863 $ 31,906.80 14,674 S 52,826.40 6W7 $ 21711.60 9,654 S $ $ - W31 $ 21,711.W 9,654.W $ 34,754.40 14,894.00 553,618.40 24;328.00 $87580.W4 2105.W4 Geotwdile Fbric, Type 5 SY $4.50 1600 $ 7,200.00$ $ $ 1600 $ 7.200.00 0 $ - $ - $ $ $ - 0 I oval- su Pplemenral Hgreemenc No.r a iau,aur.ia a iau,u.a.ar a ------ S.P. 277-712402 S.P. 086-037-033 Roadway Slonn Sewer TOTAL Roadway Storm Sewer TOTAL It- N. S .Ref Dosed ton Unit Unit Pdce Estimated Quantity Cost Extension Usedto Oate Cost Extension Estimated Quantity Cosl Extension Used to Date Cast Extension Estimated Quantity Cost Extension "Used to Date" Extension Cost Extension Estimated Quantity sion Co., Extension Used to Oate Cost Extension Estimated Quantity Cast Extension Used to Date Cosl Extension Estimated Quantity Cost Extension "Used" Date" Extension Cost Extension Total Estiamted OuanT Total Estimated Extension Total Used to Date Total "Used to Date" Extension 1 2211.507 re ate Base Close 5 Mod TON $11.34 1053 $ 1t,941.02 7,059 $ 12 W9.Ofi 8 $ - 1053 $ 1t,941.02 1.059 $ 12,W9.06 447 $ 5,068.98 449 $ 5,091.66 $ $ - 447 $ 5,068.98 449 $ 5,091.66 7.5W $17,010.00 1508 E77,100.72 2 2451.609 Crushed Rack (3" Recycle) TON $38.93 271 $ 8,21423 234 E 9,104.56 $ - $ - 211 $ 8,214.23 234 $ 9; 104.56 W $ 3.464.77 89 $ 3,464.77 $ - $ - 89 $ 3.464.77 89 $ 3,464.77 3W $11,679.00 --- $12,569.33 S.P. 217-172-002 S.P. 086-037-033 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Item No. S c. Ret Descd tion Unit Unit Pnce Estimated Quantity Cost E%tension Usetl to Date Cost Extension Estimated Quantity Cost Extension Usedto Dale Cost Extension Estimated Quantity Cost E#enston "Used to Date" Extension Cost Exiension Estimated Quantity Cost Extension Usetl to Date Cost Extension Estimated Quantity Cost Extension Usedto Date Cost Extension Estlmatetl Quantity Cost Extension "Used to Date• Extension Cost Extension Total Est armed QuanUt Total Estimated Extension Date Total Used toL�416 tl to sion 7 2360501 eSP 9.5 Wearin Course Mixture 3,C Ty- LI LS -$4,376.56 090 $ 3,938.90 0.90 $ 3938.90 $ - $ - 0.90 $ 3,938.90 0W $ 3,938.90 0.10 $ 43766 0 $ 437.fi6 $ - $ - 0.10 $ 437. 0.10 $ 437.66 1 -$4,376.56 1 6 2 2360,502 Type SP Nan Wear Coume a ,C LS -$ .34 (252.56) U.33 $ 22.6) - $ - 0.33 ( 6J 0.33 $ (22. ) (512.7) 0.67 $ 0.67 $ (57278) U.6 ( e 1 41.1.34 1 -$765.34 Q- a �E$4Id.2d•J-��-�-��-��`_E�`-�OFJ�CLnl: JOFii4•Y.ui: J-��-��i_F�■-1:pi: Ji_F�CI:r.[: J��O� M=Add Raise EiCG9:[•1o��0Ei[:L9ZC•J-E�-��_ 0� 01Eter rr�vE l:e• r nOE�.e: cri�E��E�i�E�:: rr�i�Eil��E��E��E��I�S�E�S'�E�OO o�• ®•1- .:❑1�E��E��E��E��E�s��o•�.,..,41..v.�:....:i..�E��E�i��ua-�i��u�o�o O- .. �-E�-E�-E�-��"��'E�OFti4.:Y.'hIOE'�44'Yll-��-��_E�l•-4Ydl�-F�FtYA.0�0 E�FtYA1 0-• ®� •. se - - _��is■xna'■-`�-��rtttti■.n.•n��■:noua��tE>ituin..a..��.:.ena�E��E��E�YE�Y�i�l3[saat��irrnur+>_ Total - Minor Work Omer No. 3 S.P. 217-112-002 S.P. O66E37-033 Roadway storm Sewer TOTAL Roadway Storm Sewer TOTAL It.. No. Spee. Ref Description Unil Unit Pflee Estimated Quanmy Cost Extension Usedto Date Cost Extension Estimated Quantity Cost Extension Usedto Dace Cost Extension Estimated Quanmy Cost Extension "Used to Date" Extension Cost Extension Estimated Quantity Cost E#ensign Used to Dale Cost Extension Estimated Quantity Cost EMenslon Used to Date Cost Extension Estlmatact Quantity Cast Extension "Used m Data., Extension Cost Extension Total Esliamted Quantity Total Estimated Extension Total Usedto Date Total -.edto Date"Extension 7 2W2.502 OYv'na a stem LS $79a64.W $ $ 7 $ 79464D0 $ - 1 $ 79.464.W 0 $ - $ - $ - S - $ 0 $ - 0 $. - 1 $79,4B4.W 0 E0.00 2 2W2.602 Connect In Efisting Pipe Drain EA $26250 $ $ 4 $ 1,050.W $ 4.W $ 1,OW.W 0 $ 3 $ - $ - $ O.W $ - 0 $ - 4 $7,OW.00 0 so.W Total- Minor Work Omer No. 3 b > a au,ata.uu a - - WORK COMPLETED $ 2,079,421.79 $ 2,084,006.48 5 333.109.24 $ 251,394.72 $ 2,412,531.03 TO DATE= $ 2,336,401.20 $ 1,032,937.07 ########a# $. 88,593.32 $ 94,833.58 $ 1,121,520.39 $ 1,167,598.34 $ 3,534,051.42 $3,502,999.53 LESS 5% RETAINAGE = $ 116,770.06 $ 58,379.92 $ 175,149.98 ERODIBLE ACREAGE WITHHOLDING ($3,0001 DISTRUBED ACRE)$ 24,300.00 $ 12,375.00 $ 36,675.00 LESS PAY ESTIMATE #1 = $ 271,845.90 $ 125,836.03 $ 457,681.93 LESS PAY ESTIMATE #2 = $ 189,869.05 $ 255,936.88 $ 445,805.94 LESS PAY ESTIMATE #3 = $ 694,706.02 $ 183,69844 $ 878,304.56 LESS PAY ESTIMATE #4=$ 460,935.64 $ 257,145.31 $ 718,081.15 LESS PAY ESTIMATE #5 = $ 175.065.08 $ 97,911.17 $ 272,97674 LESS PAY ESTIMATE #6 = $ 215,248.02 $ 91,770.27 $ 307,018.29 LESS PAY ESTIMATE 97 = $ 125,505.80 E $ 125,505.79 CURRENT PAYMENT= $ 61,155.42 $ 24,645.22 $ 86.800.66 CURRENT TOTAL PAYMENTS TO DATE =$ 2,194,331.14 CURRENT TOTAL PAYMENTS TO DATE =$ 1,090,843.42 $ 3,291,174.56