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ITEM 3.5A Street Improvement Project 14-01 14-020 oull.'= o MINNESOTA V DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT: REQUESTOR: MEETING DATE: Public Works City Engineer Wagner January 25, 2016 PRESENTER(s): REVIEWED BY: ITEM #: City Engineer Wagner City Administrator Johnson 3.5A Finance Director Flaherty AGENDA ITEM DETAILS RECOMMENDATION: Staff recommends approval of payment in the amount of $275,505.86 for the 70th Street/CSAH 37 Improvement Project, City Project No. 14-01 & 14-02 to Fehn Companies, Inc. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No No BACKGROUND/JUSTIFICATION: This payment is being made for work completed through 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 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 and Minor Work Order #3. Change Order #2 includes monetary deductions in the amount of $5,141.91 for the bituminous failing to meet required densities in a couple areas. Minor Work Order #3 totals $10,618.76 and includes many various extra work items necessary to complete the project as contemplated and within the allotted time frame. Some of these items include extra time and time and material to work around existing live utilities within the road bed that could not be relocated without disturbing service to many residents and businesses. Other items included adjusting, widening, moving driveways or field accesses, mailboxes, and storm sewer. All these items were tracked by and being paid for as Force Work (i.e. tracking time and materials). Please refer to the Minor Work Order #3 for full descriptions and cost breakdowns of individual items. The City portion of this Pay Estimate is $173,979.58 with the County portion being $101,526.29. SUPPORTING DOCUMENTS: x ATTACHED Ei NONE List: Pay Estimate No. 5 Pay Estimate No. 5 Cost Breakdown Change Order No. 2 Minor Work Order No. 3 POSSIBLE MOTION Motion to approve payment to Fehn Companies, Inc. in the amount of $275,505.86 for the 70th Street/CSAH 37 Improvement Project, City Project No. 14-01 & 14-02. BUDGET INFORMATION mwmwG: auoesTEo xYEG K4SASFunds Region 7VVFederal Funds omo County Reimbursement | ACTION TAKEN oAPPROVED AoREQUESTED oDENIED oTaoLso oOTHER (List changes) PAY ESTIMATE #5 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Date: January 18, 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" OWNER ITEM NO. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2021.501 Mobilization 1.00 LS $89 234.00 $ 89,234.00 0.75 $ 66.925.50 2 2041.610 Trainees 500 HOURS $1.00 $ 500.00 400 $ 400,00 3 2101.501 Clearing 3.2 ACRE $2,5%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 14343 $ 22,088.22 8 2104.509 Remove Bollards 2 EACH 1 $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 1 Sawing Bit Pavement Full Depth) 689 LF $1.50 $ 1,033.50 329 $ 493.50 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 1 $ 100.00 13 2105.501 Common Excavation P 39992 CY $4.08 $ 163,167.36 42692 1 $ 174,183.36 14 2105.505 Muck Excavation E 2204 CY $4.31 $ 9,499.24 2204 $ 9,499.24 15 1 2105.521 1 Granular Borrow LV 180 CY $10.66 $ 1,918.80 151 $ 1,607.00 16 2105.523 Common Borrow LV 13098 CY $3.60 $ 47,152.80 13098 $ 47,152.80 17 2105.535 Salvaged Topsoil From Stockpile LV 32622 CY $1.98 $ 64,591.56 24467 $ 48,444.66 18 2105.535 Salvaged Topsoil in Stockpile EV 48809 CY $1.41 $ 68,820.69 48809 $ 68,820.69 19 2211.501 Aggreqate 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 34949 $ 396,321.66 21 2221.501 Shoulder Base Aggregate Class 2 1254 TON $28.44 $ 35,663.76 455 $ 12,951.58 22 2232.501 1 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 2800 $ 6,104.00 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 2,8 2116 TON $58.56 $ 123,912.96 118 $ 6.910.08 26 2360.502 Type SP 12.5 Non Wear Course Mixture 3,C 12745 TON $57.96 $ 738,700.20 11568 $ 670,481.28 27 2411.507 Concrete Flume 11 EACH $332.00 $ 3,652.00 9 $ 2,988.00 S:Wun1cipaltA0TSEG0l388\(3) ConstructiontPay 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" OWNER ITEM NO. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT I UNIT PRICE CONTRACT I 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 Pie Apron 6 EACH $510.00 $ 3,060.00 5 $ 2,550.00 30 2501.515 18" RC Pipe Apron 5 EACH $510.00 $ 2,550.00 5 $ 2,550.00 31 2501.515 21" RC Pi e A ron 3 EACH $510.00 $ 1,530.00 3 $ 1,530.00 32 1 2501.515 24" RC Pipe Apron 6 EACH $510.00 $ 3,060.00 6 $ 3,060.00 33 2501.515 27" RC Pipe Apron 1 EACH $510.00 $ 510.00 1 $ 510.00 34 2501.515 30" RC Pipe Apron 1 EACH $612.00 $ 612.00 1 $ 612.00 35 2501,515 48" RC Pipe Apron 2 EACH $1,224.00 $ 2,448.00 2 $ 2,448.00 36 2501.525 28" Span RC Pipe -Arch Apron 2 EACH $510.00 $ 1,020.00 2 $ 1.020.00 37 2501.561 18" RC Pie Culvert Design 3006 CL V all depths) 754 LF $30.60 $ 23 07240 648 $ 19,828.80 38 2501.561 24" RC Pie Culvert Design 3008 CL III all depths) 136 LF $37.00 $ 5,032.00 136 $ 5,032.00 39 2501.561 48" RC Pie Culvert Design 3006 CL III all depths) 148 LF 1 $133.00 $ 19 684.00 128 $ 17,024.00 40 1 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 30 $ 18 360.00 42 2501.569 24" RC Safety Apron 3 EACH $612.00 $ 1,836.00 1 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 1 $60.00 $ 1,860.00 38 $ 2,280.00 45 2501.602 Outlet Structure 5 EACH $2,550.00 $ 12,750.00 5 $ 12 750.00 46 2501,602 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"Pi eA ron 1 EACH $612.00 $ 612.00 1 $ 612.00 50 2601.602 Trash Guard for 30" Pipe Apron 1 EACH $612.00 $ 612.00 1 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 $ 53 2502.501 4" Precast Concrete Headwall 64 EACH $204.00 $ 13,056.00 46 $ 9,384.00 54 2502.541 4" Perf 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 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 1 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 484020 38.5 LF $612.00 $ 23,562.00 1 62.4 $ 38,188.80 65 2506.501 Construct Drainage Structure Design 544020 13.6 LF $918.00 $ 12,484.80 1 13.6 $ 12,484.80 SAMun1cipaNA0TSEG0\388\(3) ConstmctionTay 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" OWNER ITEM NO. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT I UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 66 2506.501 Construct Drainage Structure Design 6OA020 12.2 LF $714.00 $.. 8,710.80 1 t9 $ 8,496.60 67 2506.501 Construct Drainage Structure Design 66AO20 4.6 LF $816.00 $ 3,753.60 4.6 $ 3,753.60 68 2506.501 Construct Draina a 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 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 $15.38 $ 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 $ 77 2540.602 Install Mail Box Support 12 EACH 1 $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 .8 $ 5,736.48 80 2564.531 1 Sign Panels, Type C 334 SF $33A5 $ 11,072.10 376 $ 12,463.74 81 2573.502 Silt Fence, Type MS 22650 LF $2.34 $ 53.001.00 21058 $ 49,275.72 82 2573.530 Storm Drain Inlet Protection 53 EACH $153.00 $ 8,109.00 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 $1,500.00 $ 1,500.00 .66 $ 990.00 85 2574,508 Fertilizer Type 1 8150 LBS $0.77 $ 6,275.50 8000 $ 6,160.00 86 2575.501 Seeding 16.3 ACRE $102.00 2.60 16 $ 1632.00 87 2575.502 SeedingMixture - 25-141 786 LBS $4.08 6.88 800 $ 3,264.00 88 2575.502 SeedingMixture - 25-151 330 LBS $3.26 5.80 r$5,049.00 300 $ 978.00 89 2575.511 Mulch Material Type 1 33 TON $153.00 28 $ 4,238.10 90 2575.523 Erosion Control Blanket - Category 2 10249 SY $1.22 $ 12 503.78 13972 $ 17,045.84 91 1 2580.601 1 Interim Pavement Markin - Paint 1 LS $8,740.00 $ 8740.00 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 1 $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 1 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" St02 Line White - Paint 56 LF 1 $2.55 $ 142.80 $ 100 2582,502 4" Solid Line Yellow -Paint 1501 LF $0.09 $ 135.09 $ 101 1 2582.502 124P Solid Line Yellow - Paint 547 LF $2.45 $ 1,340.15 $ 102 1 2582.502 4" Double Solid Line Yellow - Paint 13370 LF $0.17 $ 2,272.90 $ S:1Municipa1tA0T8EG0\3881(3) ConstmctiomPay Estimates and CUMOT388 PEtll5.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" OWNER 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 1 $4.59 $ 279.99 $ Total Bid Schedule "A" $ 3,122,398.24 $ 2,579,914.43 Change Order No. 1 ITEM NO. 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 $ 505.00 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 0 $1.53//Each/Day) 85 PER DAY $4.59 $ 390.15 122 $ 559.98 8 2563.601 (6) Type A Flasher (o? $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 $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 6130115 - - 11 1 2563.601 (9) Detour Guidance Assemblies +Portable Supports (10.2 SF/Each a $0.16 SF/Day+ $0.47 support/day) 78 PER DAY $18.92 $ 1,475.76 1 115 $ 2,175.80 Signs Installed on 7/2/15 12 1 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 Sin ( $0.75 persign/day) 75 PER DAY $2.25 $ 168.75 113 . $ 254.25 14 2563.601 (19) Detour Guidance Assemblies + Portable Supports 00.2 SF/Each (a) $0.16 SF/Da +$0.47 support/day) 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 $ 20,262.38 $ 23,277.85 Minor Work Order No. 1 - LED Hahtinn 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) -1 $ (73.909.00) 2 2545.501 1 Electric Light System 1 LS $75,830.38 $ 75,830.38 1.00 $ 75,830.38 Total Minor Work Order No.1 $ 1,921.38 $ 1,921.38 SuoDlemental Agreement No. 1 SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION M13 2105.505 MuckExcavtion EV 26636 CY $4.31 $ 114,801A6 36689 $ 158,129.59 2105.522 Select Granular Borrow LV 9500 CY $10.44 $ 99,180.00 8329 $ 86,954.76 2105.523 Common Borrow LV 14894 1 CY $3.60 $ 53,618.40 24328 $ 87,580.80 4 2105.604 Geotextile Fabric, Type 5 1600 SY 1 $4.50 $ 7,200.00 $ Total Supplemental Agreement No. 1 $ 274,799.56 $ 332, 665.15 S:WtuniciparA0TSEG0\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 OWNER ITEM NO. I SPEC NO. I ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2211.501 JAggregate Base Class 5 Mod 1500 1 TON 1 $11.34 $ 17,010.00 1508 $ 17,100.72 2 2451.609 1 Crushed Rock 3" RE de 3 )o I TON 1 $38.93 $ 11,679.00 1 323 $ 12,569.33 Total Work Order No. 2 $ 28,689.00 $ 29,670.05 ITEM NO. I SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY I UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2360.501 IType SP 9.5 Wear Course Mixture 3,C 1 LS 1 -$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 1 -$765.34 $ (765.34) 1 $ (765.34 Total Change Order No. 2 $ (5,141.90) $ (5,141.90) R.A:TRT,, Tlr-1l.\y1TS.T Rr.VM ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT I AMOUNT USED TO DATE EXTENSION 1 Lowering small utilities: Sta 216+75 to 220+00 1 LS $1 980.62 $ 1,980.62 1 $ 1,980.62 2 Lower small utility crossings: Sta 216+50, 181+90, & 192+90 1 LS $1,320.51 $ 1,320.61 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 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 trailgrade: Sta 232+90 to 234+40 1 LS $B96.97 $ 896.97 1 $ 896.97 7 Change Ditch and relocate field access; Sta 162+00 1 LS $352.33 $ 352.33 1 $ 352.33 6 Relocate field access: Sta 225+00 1 LS $504.90 $ 504.90 1 1 $ 504.90 9 Add berm:Sta 22+75 1 LS 1 $159.20 $ 159.20 1 $ 159.20 10 Revise driveway: Sta 191+50 1 LS $405.05 $ 405.05 1 $ 405.05 11 Relocate Mailbox: Sta 223+00 1 LS $220.00 $ 220.00 1 $ 220.00 12 Revise storm sewer: Ste 214+00 1 LS $1,800.00 1 $ 1,800.00 1 1 1 $ 1,800.00 Total Work Order No. 2 $ 10,618.76 $ 10,618.76 Bid Schedule "A" $ 3,122,398.24 $ 2,579,914.43 Change Order No. 1 $ 20,262.38 $ 23,277.86 Minor Work Order No. 1 $ 1,921.38 $ 1,921.38 Supplemental Agreement No. 1 $ 274,799.56 $ 332,666.15 Minor Work Order No. 2 $ 28,689.00 $ 29,670.05 Change Order No. 2 $ (5,141.90) $ (5,141.90) Minor Work Order No. 3 $ 10,618.76 $ 10,618,76 TOTAL $ 3,453,537.42 TOTAL WORK COMPLETED TO DATE $ 2,972,925.72 LESS 5% RETAINAGE: $ 148,646.29 ERODIBLE ACREAGE WITHHOLDING ($3,000/ DISTRUBED ACRE) $ 48,900.00 LESS PAY ESTIMATE NO.1 $ 457,681.93 LESS PAY ESTIMATE NO.2 $ 445,805.94 LESS PAY ESTIMATE NO.3 $ 878,304.56 LESS PAY ESTIMATE NOA $ 718,081.15 WE RECOMMEND PAYMENT OF: $ 275,505.86 S:\Mun1c1paM0TSEG0\3881(3) Constmcflon\Pay Estimates and WsW388 PE#5.x1sx PAY ESTIMATE #5 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: HAKA ON ANDERSON ASSOCIATES, INC. Certification Mriginee We ommend payme and quantities as shown. Signed: �L Title: Date OWNER: CITY OF OTSEGO OWNER S:V,Aunicipa1\A0TSEG0\388\(3) Construction\Pay Estimates and CUMOT388 PE#5.xlsx STATE AID FOR LOCAL TRANSPORTATION CHANGE ORDER Rev.July 2010 Page 1 of 1 SP 217-112-002 & 086-637-033 Minn. Proj. No. STPM 8615 (153) CO No. 2 Project Location: CSAH 37/70th 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 or decreases in contract items, any negotiated or force account items.) •}Group/Funding + or— + or — Category Item No. Description 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 3 2360.502 Type SP 12.5 Non Wear Course Mixture (3,C) LS -$434.93 1 -$434.93 1 2360.501 Type SP 9.5 Wear Course Mixture (3,C) LS -$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 #21 -$5,141.90 Approved by Project Engineer: Date: Print Name: / eFiv r- a.ro 1/ Phone: Approved by Contractor: Print Name: Phone: Date: 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. This work is eligible for: _ Federal Funding _ State Aid Funding _ Local funds District State Aid Engineer: Date: � n 3 o Z 0 Z r � o m m � c c d c o - U U E Q E envoi m E W a Z 2i0t Mama U U) rn m 0 T= 'O O O O O m O O O O O O O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 0 O m 0 0 o o o o o o o o o 0 o o 1-0 Or j N O ❑ m O O O 0 o o 0 0 0 0 0 0 o 0 0 0 o 0 0 o o 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 O 0 0 0 o 0 0 0 0 0 0 o o O O O 0 o 0 O O 0 0 O O o 0 O o O O m 0 o 0 o 0 o 0 0 0 0 0 0 ... O m o 0 o 0 0 0 0 0 0 0 0 0 O oo O W - M-- - to --m - -- -- - -- -- - - -- -- - fig---f9 U3 E.9 Y E.969 M E+9 E9 E9 69 ER 69 -0 EA f9 --- - _ M O T O o 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 (\I O OOO OOO 0 0 0 m000 0 0 0 o00 0 0 0 000o 0 0 0 0 O 0 O 0 0 7 OO10 0 �j 00 00 0 0 0 00 000Eli 0 N N EH la U3 EA EA EA------E9 H3 m:A mm to- mm----s3 U3 FA f.9 nj s?� m fA H3 to m mU3 - m-fA a co 0 r o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U m m m m m m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .T. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o M 0 m m m m m m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m m C m m 0 N m V EO itl Or+ m mmV NmffJ mmN m rmrO+ + + + + + + + + + + + + m + +m+ + + mOrmmmm0m+ + + + + + c. OmJ rN mc2 Voo N j Un ISL P1Z u!1 IS L u!� PUZ ll!l7sL u!� is L 31!l PUZ P! IS u!l PUZ P! Pi£ m t° m 9Z/L/OL LO 9LOZ/8/0L 9LOZ/6/OL 9LOZ/OL/OL 9LOZ/ZL/OL 9LOZ/£L/OL 9LOZ/bL/OL ❑ a u ❑ tR O O 0 H3 O O o H3 u� a - � O O 0 ff3 O O 0 E9 O O 0 tH O O 0 M O O 0 (+9 O O 0 fF3 O O 0 69 N3 O O 0 O O 0 EA O O 0 fA H3 O O 0 O O 0 H3 O o 0 E» O O 0 m O O o m r � ni N m y o O o EA U3 0 O 0 0 O 0 to iv r Q 7 0 O o U3 n m �� x o u> �n o r r r En �n En o 0 o O rn rn rn rn r r m m rn C O F U 7 y o O O 0 N 0 m 0 N N N ❑ 0 C O T •y d' O� t0 d' r m OI V V u'l m 4) N m N N m m m m m 7 N to N m m W m m m m m O m Is m O W W W m m m m W Obi O Obi W E ❑ 0 U u�i O w Y N VLL> LLJ LO 0m N l0 m LL� 0 mm❑O l N Cj N N N N N N (V (V N r N N F W O � •C J y > d' °� m rn N rn V rn M w M rn N rn M rn rn V m m rn m rn N V rn rn V rn m rn V � rn rn rn N rn m V rn rn �[l N rn rn d' rn rn Q O w •y rN Ohm mm mtOMvmm�m �O�rmrm'7 V'm��m rmrnvrmmm m V'mm7N�N mNmm mO)ry u1 i C y m m rn rn m m rn rn m 0 rn rn m En rn rn m m rn N m rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn m rn rn rn rn rn rn rn rn rn rn rn rn rn m rn rn rn rn rn rn rn rn rn c 0 ❑ U N V En m m En m m to En m En t0 EO EO in m �n EO in EO m m in m N V if] `o m Etl m Y O N N N N N (V �- N N �,j N N N N N N N N N r r N N N N N r N N N r m Ill N cV cV N �- m m `- N N N N L r 0 a x x x x x x x x x x x x x x x x x x x x x x x x x x E 0 U N �-EN �- N .- N .- N rN � N � N � N � N � N � N � N � N � N � N rN � N 7 NNmmO2-NmNmOoNNNN N N N N N N N m V EO m o0££BMNdS O4£V3MdS mm rn m � Obi N � Lo Ln m rn n m v STATE AID FOR LOCAL TRANSPORTATION Rev .July2010 WORK ORDER FOR MINOR EXTRA WORK Page 1 of SP 217-112-002 & 086-637-033 Minn. Proj. No. STPM 8615 (153) WO No. 3 Project Location: CSAH 37/70th 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 Work Order Amount $ $ 10,618.76 At the direction of the Engineer, the Contractor performed the extra work as described below necessary to fully complete the Project as contemplated and within the allotted time frame. Additional time and different equipment was necessary to dig around and lower the existing live utilities within the road bed from Station 216+75 to 220+00 and crossings at Stations 191+90, 192+90 and 216+75. These utility lines were live at the time and could not be relocated without disturbing service to many residents and businesses. To aid in the coordination and timing of the installation of the 48" culvert at Sta 156+50 and the small utility joint trench which will pass under this culvert the Contractor excavated and back filled the joint trench for the small utilities to place their conduits so the utilities could be placed at a later date without disturbing the structural fill below the culvert. Many field entrances and/or driveways were moved, revised, widened, or otherwise altered at the request of various farmers and residents. Typically these changes were made to accommodate larger farm equipment than anticipated or provide a different access point than the original existing location. Changes required include.- re -grading of the driveways that were already constructed, re -spreading class 5, extending already placed culverts to and placing additional fill to widen driveways, re -grade driveways to lessen the slope. Trail grades were revised in the field to better match the existing residential yard and not disturb existing landscaping trees. This required regrading a portion of already prepared subgrade from station 232+90 to 234+40. Regrade area in front of resident's yard to provide a berm so the water stays contained within the ditch at station 222+75. Mailbox at station 223+00 was placed along the south side of CSAH 37 after confirming with the Postmaster that this would be the proper side. The Postmaster later stated that they will require the mailbox be placed on the north side at this location. The storm sewer near 214+00 was revised to eliminate the culvert crossing under the trail at this location and instead drain the ditch into the storm sewer structure #127 and towards the south side of the roundabout. This was done to divert as much water from flowing to the north which has no direct outlet. The contractor shall provide all equipment, material and labor to perform the necessary work as determined by the Project Engineer and shown in the Estimate of Cost. All work was completed in accordance with all the applicable specifications. STATE AID FOR LOCAL TRANSPORTATION Rev.July2010 WORK ORDER FOR MINOR EXTRA WORK Page 2of3 Payment for this work will be made on a Force Account basis as provided in MnDOT Specification 1904.4; except Payment for this Relocation of the Mailbox at Sta 223+00 and revision to the storm sewer at Sta 214+00 will be made at the negotiated unit prices shown in the Estimate of Cost in accordance with MnDOT Specification 1904.3. Exhibit A, attached, is a Force Account Summary showing the labor and equipment hourly rate breakdowns for the various types of work performed. Exhibit B, also attached, calculates a Lump Sum costs based on these labor and equipment rates and is shown in the Estimate of Cost below. This Work Order does not change Contract Time. Estimate Of Cost: (Include any increases or decreases in contract items, any negotiated or force account items.) —Grouffundi + ng Category Item No. Description Unit Unit Price Quantity Amount $ Lowering small 3 utilities from Sta LS $1,980.62 j 1 $1,980.62 216+75 to 220+00 1 Lower small utility 1 crossings: Sta LS $884.74 1 $884.74 216+50, 181 +90 & 192+90 Lower small utility 3 crossings: Sta LS $435.77 1 $435.77 216+50, 181 +90, & 192+90 Excavate and Backfill 1 for conduit Crossing LS $621.86 1 $621.86 under 48" culvert Add field access: Sta 3 LS $504.90 1 $504.90 � 231+50 Raise field access 1 and widen: Sta LS $1,852.42 1 $1,852.42 159+00 Raise trail grade: Sta 1 LS $896.97 1 $896.97 232+90 to 234+40 Change Ditch and 1 relocate field access; LS $352.33 1 $352.33 Sta 162+00 3 Relocate field LS $504.90 1 $504.90 access: Sta 225+00 —Add-be rm: Sta 22+75 3 LS $159.20 1 $159.20 STATE AID FOR LOCAL TRANSPORTATION WORK ORDER FOR MINOR EXTRA WORK Rev .July 2010 Page 3 of 3 1 Revise driveway: Sta LS $405.05 1 $405.05 191+50 3 Relocate Mailbox: LS $220.00 1 $220.00 Sta 223+00 2 Revise storm sewer: LS $1,800.00 1 $1,800.00 Sta 214+00 Net Change this Work Order $10,618.76 "Group/Funding category is required for Federal Aid projects Due to this change, the contract time: (check one) (x) Is NOT changed I ( ) May be revised as provided in Mn/DOT Specification 1806 ( ) Is Increased by Working Days ( ) Is Increased by Calendar Days ( ) Is Decreased by Working Days ( ) Is Decreased by Calendar Days Approved by Project Engineer: Print Name: &rI✓—.1- /- Approved by Contractor: Print Name: Date: AxIlK Phone: (7n-� yZ7 _ .fAo Phone: Date: 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. This work is eligible for: _ Federal Funding _ State Aid Funding _ Local funds District State Aid Engineer: Date: � C U E h N m u W X0 co af a0i IJ.F U N co CD �O (D O (D O iE O Z w CO U C O U LL C� G U) I— Z O U U Q w U 0 LL (o N O O 4 O Z T U C N Q (6 0 O J Sy Z co W a � U O Y ry O i C O U) N O o Z N � o Z i N w r N w a w CD J O Z O Z w m a :E 0 0 w 0.. � d a> a a O � Cn U- U) N m m o N V O (O 6 6 N W W N M V (D m (o 69 fA FR 69 69 64 69 ffl 69 O j o '7 (O N 1m (Op 7 m O 4. r N of fA 69 N V3 O 69 6, EA 611 6m4 V, I'll M n O M O (D O fD O ,F41, l6 69 69 64 ffi � � 9 69, Ef36-,69-69 6-, 69 C N � � � O p c E a Y Q w O_ T U <0 Y O U c aJ n- N N :P > 3 N O o a N F- U U X O O O_ N cL a o _l O J N N W U m m C7 u) m LL F- , N am,a p m M 7 (o ( Z c O E ¢ (Q J w m Q � O Y 0 Z C m r h O N m N La t� m n cm7 E 69 f» 69 ffi 1-1-1- v} N c Si m W cq m c m 6F3 6% fH 6% 69 69 fA 6% ffl d N d N o (OD (OD m VN,' N 'NU c� O X N N N N M N N d d 0 69 ffl fPr fH fli fA 69 fA 6% E U PM V' N m M N M N O M M m O m M m I� (`'i V' m M N N I- N <I' N a N 69 69 d 69 69 69 69 69 69 0 7 G � C � O 2 O Q o m a — m a m o o m m o m CL 0 E j= E d � pa O Q pa Q Y o o 0 0` O 0 2 LL .o O U p F J fL a > F r. a N u) a (.� m c O a a cl) u,J a a O Y � a 0 N 0 >. m Z O R 0 0 U MINOR WORK ORDER #3 ESTIMATE OF COST SUMMARY CSAH 37/70TH STREET SP 217-112-002 SP 086-637-033 Description of Work Unit Labor Unit Price Equipment Unit Price * Unit Price w/operator GPS Foreman HR $72.89 $0.00 $72.89 Laborer HR $56.10 $0.00 $56.10 336 Excavator HR $71.75 $176.35 $248.10 Quad Tractorw/Scraper HR $71.75 $149.21 $220.96 D6 Dozer HR 1 $71.27 $165.61 1 $236.88 D6K GPS Dozer HR $71.27 $118.02 $189.29 563 Sheepsfoot Packer HR $54.05 $82.83 $136.88 247Skidsteer HR $62.96 $35.27 $98.23 257 Skidsteer HR $62.96 $35.27 $98.23 938 Loader HR $71.27 $64.43 $135.70 950 Loader HR $71.27 $64.43 $135.70 966F Loader JHR 1 $71.27 1 $91.77 1 $163.04 Quad -Axel Truck JHR 1 $39.16 1 $69.00 1 $108.16 ** no 950 Loader Equipment rate submitted so using 938 loader rate as su bstiti ute FUNDING CATEGORY * = See Force Account Summary for Work Order #3 for breakdown of unit prices SP 217-112-002 SP 086-637-033 Date Description of Work I QuantiiyTUnitT Unit Price * Amount 1 1 2 3 1 4 Working around and lowering small utilities from Sta 216+75 to 220+00 336 Excavator 4 HR $248.10 $ 992.40 1 Laborer 4 HR $56.10 $ 224.40 7/29/2015 Quad Tractorw/Scraper 2 HR $220.96 $ 441.92 GPS Foreman 1 HR $72.89 $ 72.89 Quad Tractor w/Scra per 1 HR $220.96 $ 220.96 7/30/2015 Laborer 0.5 HR $56.10 $ 28.05 $ 1,980.62 $ 1,980.62 Lower small utility crossings; at Sta 216+75 (Fiber), 191+90 (Power), 192+90 (Charter) 336 Excavator 4 HR $248.10 $ 992.40 8/13/2015 Laborer 3.25 HR $56.10 $ 182.33 GPS Foreman 1 2 1 HR 1 $72.89 $ 145.78 - $ 1,320.51 $ 884.74 $ 435.77 Excavate and Backfill for conduit crossing under future 48" culvert 336 Excavator 1 HR $248.10 $ 248.10 8/31/2015 ID6 Dozer 1 HR $236.88 $ 236.88 563 Sheepsfoot Packer 1 HR $136.88 $ 136.88 $ 621.86 $ 621.86 Add field access at Sta 231+50 D6K GPS Dozer 1.5 HR $189.29 $ 283.94 10/6/2015 Quad Tractorw/Scraper 1 HR $220.96 $ 220.96 $ 504,90 $ 504.90 Raise Field Driveway at 159+00 LT, change field access widths from 12' to 16' to 20' 247 Skid Steer 7.5 HR $98.23 $ 736.73 10/13/2015 938 Loader Laborer 6 2 HR HR $135.70 $56.10 $ 814.20 $ 112.20 D6K GPS Dozer 1 HR $189.29 $ 189.29 $ 1,852.42 $ 1,852.42 Raise trail grades from Sta 234+40 to 232+90 to match existing yard 247 Skid Steer 1 4.5 HR $136.88 $ 615.96 10/16/2015 1966F Loader 1.5 HR $163.04 $ 244.56 GPS Foreman 0.5 1 HR 1 $72.89 $ 36.45 $ 896.97 $ 896.97 Ditch/Slope Change at Sta 162+00 to 163+00 for field access relocation D6K GPS Dozer 1 HR $189.29 $ 189.29 10/19/2015 966FLoader 1 HR $163.04 $ 163.04 $ 352.33 $ 352.33 Relocate field access at Sta 225+00 to 226+25 10/20/2015 D6K GPS Dozer 1.5 HR $189.29 $ 283.94 Quad Tractorw/Scraper 1 HR $220.96 $ 220.96 $ 504.90 1 1 1 $ 504.90 Berm in front of Dale Kolles at Sta 222+75 257 Skid Steer 1 1 1 HR 1 $98.23 1 $ 98.23 EXHIBIT B MINOR WORK ORDER #3 ESTIMATE OF COST SUMMARY CSAH 37/70TH STREET SP 217-112-002 SP 086-637-033 * = See Force Account Summary for Work Order #3 for breakdown of unit prices FUNDING CATEGORY SP 217-112-002 SP 086-637-033 Date IDescription of Work I Quantity Unit Unit Price * Amount 1 2 3 4 11/4/2015 1950 Loader 1 0.25 HR $135.70 $ 33.93 Quad -Axle Truck 0.25 1 HR 1 $108.16 $ 27.04 $ 159.20 $ 159.20 Revise drivewav at Sta 191+50 257 Skid Steer 1 2 1 HR 1 $98.23 $ 196.46 11/5/2015 950 Loader 1 HR $135.70 135.70 GPS Foreman 1 HR $72.89 72 889 fE405.05 $ 405.05 Relocate mailbox at Sta 223+00 Relocate Mailbox 1 EA $ 220.00 $ 220.00 $ 220.00 $ 220.00 Revise storm sewer at Sta 214+00 8/21/2015 ICut Hole in CBMH #127 1 LS $ 900.00 $ 900.00 8/24/2015 Remove FES #27, install 4' of 15" RCP & Reinstall FES #27 1 LS $ 900.00 $ 900.00 $ 1,800.00 $ 1,800.00 Total $ 10,618.76 $ 5,013.37 $ 1,800.00 $ 3,805.39 $ EXHIBIT B PAY ESTIMATE #5- COST BREAKDOWN S.P. 217-112-002 & S.P. 086-637-033 70TH STREET NEICSAH 37 IMPROVEMENT PROJECT CITY OF OTSEGO AND WRIGHT COUNTY Bid Schedule "A" S.P. 217-112-002 S.P. 086-6 33 Roatlway Storm Sewer TOTAL Roadway Storm Sewer TOTAL "Used to "Used to Estimated Used to Estimated Cost Used to Cost Estimated Date" Estimated Used to Cost Estimated Cost Used to Cost Estimated Date" Total Estiamted Total Estimated Total Usad to Total "Used to Item Quantity Cost Extension Date Cost Extension Quantity Extension Date Extension Quantity Cost Extenslon Extension Cost Extension Quantity Cost Extension Date Extension Ouantlty Extension Date Extension Quantity Cost Extension Extension Cost Extension Quantity Extension Date Date"EXtenslen No. S .Ref Descrltion Unit Unit Price 0.61 S 54.43274 0.46 S 41047.64 0.05 $ 4461.70 0.03 $ 2677.02 0.66 $ 58,894.44 OA9 $ 43.724.66 0.32 S 26.554.86 0.25 $ 22.308,50 0.02 $ 1784.6a 0.01 $ 892.34 0.34 $ 30339.56 0.26 $ 23200.84 1.00 $89,234.00 0.75 $66925.50 1 20210501 Mobilization LS $89234.00 330 $ 330.00 400 $ 400.00 160 $ 160.00 $ - 10 $ 10.00 $ - 170 $ 170.00 0 $ - 500 $500.00 400 $400.00 2 3 2041.610 2101501 Trainees CanningACRE HR $1.00 $2,550.00 305 2 $ 305.00 $ 5,100.00 400 2e $ 400.00 $ 5,100.00 25 $ 25.00 $ - $ $ - 2 $ 6.100.00 20 $ 5,100.00 1.2 $ 3,060.00 1.2 $ 3,060.00 $ $ - 1.2 $ 3.060.00 12 $ 306000 3.2 $8,160.00 3.2 $8,160.00 4 2101.506 Gmbbm ACRE $Z550.00 2 $ 5100.00 2.1 $ 5100.00 $ - $ - 2 $ 5,100.00 2,0 $ 5,100.00 1.2 $ 3060.00 1.2 $ 3060.00 $ - $ - 1.2 $ 3.060.00 1.2 $ 3060.00 3.2 $8160.00 3.2 $8160.00 5 2104.501 Remove Curb & Gutter LF $3.13 137 $ 428.81 157 $ 491.41 $ - $ - 137 $ 428.81 157 $ 491A1 298 $ 93274 $ - $ $ - 298 $ 932.74 0 $ - 435 $1,36155 157 $491.41 6 2104.501 Remove Pi aCulvarts LF $12.24 151 $ 1848.24 218 $ 2668.32 $ - $ - 151 $ 1848.24 218 $ 2668.32 369 S 4516.56 645 $ 7.894.80 $ - $ 369 $ 4516.56 645 $ 7.894.80 520 $6,364.80 863 $10563.12 7 2104.505 Remove Bituminous Pavement SY $1.54 673 $ 1036.42 795 $ 1,224.30 $ $ - 673 $ 1036.42 795 $ 1,224.30 13875 S 21367.50 13648 $ 20863.92 3 - $ - 13875 $ 21367.50 13548 $ 20863.92 14548 $22403.92 14343 $22, 088.22 EACH $750.00 $ $ - $ - $ 0 $ - 0 $ - 2 $ 1,500.00 2 $ 1.500.00 $ - $ - 2 S 1,500.00 2 $ 1,500.00 2 $1,500A0 2 $1,500.00 8 2104.509 Remove Bollards EACH 2 $ 52.00 2 $ 52.00 $ - $ 2 $ 5200 2 $ 52-00 8 $ 20B.00 8 $ 208.00 S - $ 8 $ 208.00 8 $ 208.00 10 $260.00 10 $260.00 9 2104.509 Remove Sin $28.00 370.50 $ - $ - SB5 $ 877.50 247 $ 370.50 1D4 $ 156.00 82 S 123.00 $ $ - 104 $ 156.00 82 $ 123.00 689 $1 033.50 329 $483.50 10 2104.513 Sawing Bit Pavement Full Depth) LF $1.50 585 $ 877.50 247 $ 250 $ 750.00 0 $ - $ - $ - $ - $ - 0 $ - 0 $ - 250 $750.00 0 $0.00 11 2104.521 Salvage Barbed Wre Fence LF $3.00 250 $ 750.00 $ $ $ - 100400 $ - $ - $ $ 0 $ - 0 $ - 2 $200.00 1 $10000 12 2104.523 Salvage Castin EACH $100.00 2 $ 200.00 1 $ 100.00 $ - $ - 5 2 24406 $ 200.00 $ 99,576.48 1 27,106 $ $ 110,592A8 15586 $ 63,590.88 15.586 $ 63,590488 $ $ 15586 $ 63,590.88 15.586 $ 63,590.88 39.992 $163,167.36 42,692 $774,183.36 13 2105.501 Common Excavation P CV S4.08 24406 $ 99,576-48 27,106 $ 110,592.48 $ - - $ 491 $ 2116.21 491 $ 2116.21 1713 S 7,383.03 1713 $ 7383.03 $ - $ - 1713 $ 7.383.03 1713 $ 7383.03 2204 $9499.24 2,204 $9499.24 14 2105.505 Muck Excava5on E CY $4.31 491 $ 2.11fi21 491 $ 2.116.21 $ - - t 607.00 $ - $ - $ - $ - 0 $ - 0 $ - 180 $1.918.80 151 $1 607.00 15 16. 2105,521 2105.523 Granular Bonow LV Common Bartow LV CV CV $10.68 $3.60 180 11055 $ 1 918.80 $ 39,798.00 151 11055 $ 1 607.00 $ 39,798.00 $ - $ - $ - $ - 180 11055 $ 1 918.80 $ 39798.00 151 11,055 $ $ 39,798.00 2043 $ 7,35480 2.043 $ 7,354.80 $ - $ - 2043 $ 7354.80 2,043 $ 7,354.80 13,098 $47,152BO 13098 $47152.80 17 2105.535 Salve ed Tc Soil From Stockpile L CY $1.98 19593 S 38,794.14 14.695 S 29 096.10 $ - $ - 19593 $ 38 794.14 14.695 $ 29 096.10 13029 $ 25.797-42 9.772 $ 19 348.56 $ - $ - 13029 $ 25 797.42 9,772 $ 19 348.55 32 622 $64.591.56 24,467 $4B 444.66 2105.535 561Va To St.. Ile EV CY $1.41 35591 S 50,183.31 35,591 $ 50,183.31 S - $ - 35591 $ 50,183.31 35.591 $ 50,183.31 1321E $ 18.637-38 13.218 $ 18.537.38 8 - $ - 13218 $ 18,637.3E 13,218 $ 18,637.38 48.809 $68.820.69 48,809 $68,820.69 18 ed aollin TON $6.39 29512 $ 188 581.68 27,133 $ 173 379.87 S - $ - 29512 $ 188 581.68 27.133 $ 173.379.87 11480 8 73,35720 10.555 $ 67 446.45 $ - $ - 11480 S 73 35720 10.555 $ 67 446.45 40.992 $261 938.88 37,688 $240 826.32 19 22116501 A re ate Base Class 3 or 4 303492.42 $ - $ 25379 $ 287797.86 26763 $ 303492.42 7763 S 88032642 8186 $ 92,829.24 5 - $ - 7763 $ 8803242 8186 $ 92829.24 33,142 $375830.28 34949 $396321.66 20 2211.501 A e ate Base. Classy Mod TON $11.34 25379 $ 287,797-86 26763 $ 1254 $ 35,663476 455 $ 12.951.58 $ - $ - $ - $ - 0 $ - 0 $ - 1254 $35.663.76 455 $12,951.58 21 2221.501 Shoulder Base re ate Classy TON $28.44 1254 S 35,663.76 455 $ 12951656 $ $ - $ 620.40 $ - $ - $ - 120 $ 620.40 0 $ - 145 $749.65 0 $0.00 22 23 2232501 2357502 MITI Bituminous Sulfa-(1.5" Bituminous Material For Tack Coat SY GAL $5417 $2.18 25 1611 $ 129.25 $ 3,511.99 1,500 $ - $ 3,270.00 S - $ - $ - $ - 25 1611 $ 129.25 $ 3.511.98 0 1.500 $ - $ 3,270400 120 1820 $ 3.967.60 1.300 $ 2,834.00 $ - $ - 1820 $ 3.967.60 1.300 $ 2 834.00 3,431 $7 479.5B 2800 $fi 104.00 24 2360.501 T eSP9.5 Weadn Course Mixture TON $64697 3329 $ 216285.13 196 $ 12,734.12 5 - $ - 3329 $ 216,285.13 196 $ 12734.12 1472 $ 95.635.84 393 $ 25,533.21 $ $ - 1472 $ 95635.84 393 $ 25533.21 4801 $311920.97 589 6382,&33 25 2360.501 T e SP 12.5 Weadn Course M-xWre 213 TON $58.56 2116 $ 123,912.96 118 $ 6 910.08 $ - $ - 2116 $ 123,912.96 118 $ 6 91098 $ - $ - $ - $ - 0 3926 $ - $ 227 550.96 0 3,fi13 $ - $ 209 409.48 2 116 12 745 $123,912.96 $738 700.20 718 11 568 $6 970.08 $670 4B1.2B 26 2360.502 T a SP 12.5 Nan Wear Ccurse Mixture 3,C. TON $57.96 8819 $ 511.149.24 7.955 $ 461.071.80 $ - $ - 8819 $ 511 149.24 7 955 $ 461 071.80 3926 $ 227.550.96 3,613 $ 209 409.48 $ - $ 9 $2988.00 27 24110507 Concrete Flume EACH $332.00 6 $ 1992.00 6 $ 1992.00 $ $ 6 $ 1,892.00 6 $ 1992-00 5 $ 1660.00 3 $ 996.00 $ - $ - 5 $ 1660.00 3 $ 996.00 11 $3,652.00 28 2501 515 12" RC Pie EACH $510.00 $ $ - 5 $ 2,550.00 6 $ 3.060.00 5 $ 550.00 6 $ 3.06a 00 $ - $ - $ - $ - 0 $ - 0 $ - 510.00 5 6 $2550.00 $3,O60.00 6 5 $3 060.00 $2 550.00 29 2501.515 15" RC Pi e A ron EACH $510.00 $ $ - 5 $ 2 550.00 4 $ 2 040.00 5 $ 2 550.00 4 $ 2,040.00 $ - $ - 7 S 510.00 1 $ 510.00 1 $ 510.00 1 $ $2,550.00 30 2501.515 18" RC Pi A ran EACH $510.00 $ $ - 1 $ 510.00 1 $ 510.00 1 $ 510.00 1 $ 510.00 $ - $ - 4 $ 2.040.00 4 $ 040.00 4 $ 2040.00 4 $ 2040A0 5 $2550.00 5 31 2501.515 21 "RC Pipe Aron EACH $510.00 $ $ 2 $ 1,020.00 2 $ 1,020600 2 $ 1,020.00 2 $ 1,020.00 $ - $ - 1 S 510.00 1 $ 510.00 1 $ 510.00 1 $ 510.00 3 $1530.00 3 $1.530.00 32 2501.515 24"RC Pip, Aron EACH $510.00 $ - $ - 4 $ 2040.00 4 $ 2040,00 4 $ 2040.00 4 $ 2. 40.00 $ - $ - 2 $ 1,020.00 2 $ 1020.00 2 $ 1020.00 2 $ 1.020.00 6 $3.ubue0 6 $3060.00 33 2501.515 2T' RC Pi a ran EACH $510,00 $ $ - 1 $ 510.00 1 S 510.00 1 S 510,00 1 $ 510.00 $ - $ - $ - $ - 61200 0 7 $ - $ 61200 a 1 $ - $ 61200 1 1 $510400 $612 00 1 1 $510.00 $612.00 34 2501.515 30" RC Pipe A ran EACH $612.00 $ $ - $ - $ 0 $ 0 $ - $ - $ - 1 $ 612.00 $ 1 $ $ - 0 S 0 $ - 2 $2.446.00 2 $2448.00 35 2501.515 48"RC Pie ron EACH $1224.00 $ $ - 2 $ 448.00 2 S 2448-00 2 $ 2448.00 2 $ 2448.00 $ - $ $ - $ $ - $ - 0 $ - 0 $ - 2 81,020.00 2 $1,020.00 36 2501.525 28"S an RC PI a -Arch ron EACH $510.00 $ $ - 2 $ 1.020.00 2 $ 1.020.00 2 $ 1.020.00 2 376 $ 1.020.00 11 505.60 176 - $ 5,385.60 160 - $ 4,896.00 112 $ 3,427.20 112 $ 3.427.20 288 $ 8.812.80 272 $ B 323.20 754 $23 072.40 648 $19 828,00 37 25014561 18" RC Pi a Culvert Desi n 3006 CLV all depths) LF $30.60 466 $ 14 259.60 376 $ 11.505.60 $ - $ - 466 $ 14 259.60 $ 2,072.00 $ $ - 80 $ 2.960.00 80 $ 2.960.00 80 $ 2,960400 80 $ 2,950.001 136 $5,032.00 136 $5 032.00 38 2501.561 24" RC Mine Culvert Design 30D6 CL III all de the LF $37400 $ $ 56 $ 072.00 56 $ 2 072-00 56 $ 072.00 56 $ $ $ $ $ - 0 $ - 0 $ - 148 $19.684.00 128 $17 024.00 39 2501.561 48" RC Pipe Culvert Design 30DS CL III all de the LF $133.00 $ $ 148 $ 19 684.00 128 $ 17 024.00 14B $ 19 684.00 128 $ 17 024.00 612.00 - $ - $ - $ - 1 $ 612.00 0 $ - 1 $ 612.00 2 $1 224.00 2 $1 224.00 40 2501.569 15" RC S Aron -- EACH $612DD $ - $ - 2 $ 1.224.00 1 $ 612.00 2 $ 1,224.00 1 $ - $ 7.344.00 10 $ 6,120.00 $ - $ - 12 $ 7.344.00 10 $ 6120.00 34 $20,808.00 30 $78,360.00 41 42 2501456918"RC 2501.56924"RCSaf Safety Aran Aron- FACH EACH $612.00 $61200 20 $ 12,240.00 $ - 18 $ 11,016.00 $ - 2 3 $ 1.224.00 $ 1836.00 2 3 $ 1224.00 $ 1,836.00 22 3 $ 13.464.00 $ 1836.00 20 3 $ 12,240.00 $ 1,836.00 12 $ $ - $ - $ - 0 S - 0 $ - 3 $1.836.00 3 $1836.00 43 2501+569 30" RC Sa A EACH $918.00 $ $ - $ - $ - 0 $ - 0 $ - $ - $ - 1 $ 918.00 1 $ 918,00 1 $ 918.00 1 $ 918.00 1 $918.00 1 $918ea ran In Culvert Marker EACH $60A0 $ $ - 21 $ 1260.00 27 $ 1,620.00 21 $ 1 60.00 27 $ 1620.00 $ - $ - 10 $ 600.00 11 $ 660.00 10 $ 600.00 11 $ 860.00 31 $1860.00 3B $2280.00 44 2501.573 stall $ 5 $ 12750.00 5 $ 12750.00 5 $ 12750,00 5 $ 12,75D.00 $ - $ - $ $ - 0 $ 0 $ - 5 $12.750.00 5 $12,750.00 45 2501A02 OuBet Structure EACH $2550.00 $ - - 3 $ 3,672.00 0 $ $ - $ - $ - $ - 0 $ - 0 $ - 3 $3,672.00 0 $0.00 46 2507.602 Safe Grate fal24'"RCA ran EACH $1.224400 $ - $ - 3 $ 3,67200 $ 0 $ $ - $ - 1 $ 918.00 1 $ 918.00 1 $ 918.00 1 $ 918.00 1 $918.00 1 $910.00 47 2501,602 Safe Grate for W":RCA ron EACH $918.00 S $ $ - $ - 0 $ - 24448.00 0 - $ - $ - $ - 2 $ 1.224.00 2 $ 1224.00 2 $ 1224+00 2 $ 1224.00 6 $3.672.00 2 $1224.00 mO 48 2501.602 Trash Guardfor24"PI eA ron EACH $612-00 $ $ - 4 $ 2,448.00 8 - 4 $ 612.00 1 S 612.00 $ - $ - $ - $ - 0 $ - 0 $ - 1 $612+00 1 $612.00 49 25D1,602 Trash Guard for2T' Pi eA ran EACH $61ZOU $ $ - 1 $ 612.00 1 $ 612.00 1 0 $ $ 0 $ - $ - $ - 1 $ 612.00 1 $ 612.00 1 $ 61200 1 $ 612.00 1 $612A0 1 $612.00 50 2501.602 Trash Guardfor 30"Pi eA ran EACH $61200 $ $ $ $ - - $ 2 $ 2,448.00 $ - $ - $ $ - 0 $ - 0 $ - 2 $2,44H.00 2 $2448.00 51 2501.602 Trash Guard for 48" Pie ran - _EACH $1,224.00 $ $ - - 2 $ 2,448.00 2 $ 2.448.00 2 2448.00 $ - - $ - $ - - $ 0 $ - 0 $ - 2 $1,224.00 0 $0.00 52 2501.602 Trash Guard for 28"S anA ron EACH $612.00 $ $ - 2 $ 1224.00 $ - 2 44 $ 1224.00 $ 8976.00 0 28 S - $ 5712.00 20 $ 4,080.00 18 $ 3672.00 $ - $ - 20 $ 4080.00 18 $ 3,672.00 64 $13056.00 46 $9384.00 53 2502.501 4"Precast Concrete Headwall EACH $204.00 44 $ 8,976.00 28 $ 5712.00 $ $ - 1585 $ 9,700.20 1,307 $ 7.990.84 720 S 44D6.40 728 $ 4,455-36 $ - S - 720 $ 4466.46 728 $ 4,455.36 2,305 $14,106.60 2,035 $12,45420 54 2502.541 4"Perf PVC Pi. Drain LF $6.12 1585 $ 9.70020 1,307 $ 7.998.84 $ - $ 6426.00 442 $ 6311.76 $ - 101 $ 1442.28 $ - $ - 0 $ 101 $ 1442.28 450 $6.426.00 543 $7754.04 55 25D2.541 ."Pert PVC Pipe Grain LF $14.28 450 S 6.426-02 442 $ 6.311.76 3 $ - 450 $ 7,568140 $ $ - $ - $ - 0 $ - 0 $ - 106 $7 56BAO 106 $7 568.40 56 2503.541 28 S an RC Pi e-Amh Sewer LillI LF $71,40 $ 106 $ 7,568+40 106 $ 7,568.40 106 $ 7,568.40 106 $ - $ $ - $ - 0 $ - 0 $ - 101 $3 296.64 137 $4 471.68 57 2503.541 12" RC Pi a $ewe! Desi n 3006 CL V all depths) LF 63264 - $ - 101 $ 3,296.64 137 $ 4,471.68 101 $ 3 96,64 137 t 67fi $ 4 471.68 $ 5604288 $ $ - - $ - 321 $ 11 13228 319 $ 11 062.92 321 $ 11.132.28 319 $ 11 062.92 1 917 $66481.56 1 935 $67105.80 58 2503.541 15" RC Pipe Sewer Desi n 3006 CLV all d LF $34.68 Eli $ 1596 $ 55,349.28 1,61fi $ 58 042.88 1596 $ 55,349.28 $ $ - $ - $ - 0 $ - 0 $ -620 521,501460 131 $4.543.08 59 2503.541 18" RC Pipe Sewer Design 3006 CLV all depths) LF $34.68 $ - fi20 $ 21,501.60 137 $ 4 543.08 620 $ 21 501.60 131 $ 4,543.08 26 144.64 - S - $ 83 $ 3 047.76 79 $ 900.BB B3 $ 3047.76 79 $ 2 900.88 2B3 $10 391.76 791 $29,0455261 fi0 2503.541 21" RC Pi eSewer Desi n 3008 CL III all de s LF $36.72 - $ 2le $ 7 344.00 712 $ 26 144.fi4 200 $ 7 344.00 712 Joe $ $ $ - $ - $ - 0 $ 0 $ - 202 67 829.52 Lee $7 713.24 2503.541 ZV RC Pi eSewer Desi n 30.B CL I all de LF $3876 $ - 202 $ 7,829.52 199 $ 7 713.24 202 S 7 029.52 $ 7 713.24 3 777.90 - $ $ - $ - $ - 0 $ - 0 $ 534.30 81 $3,717.90 fit 2503.541 2T' RC Pi eSewer Desi n 3006.CL III all de s LF $45.9D $ $ - 77 $ 3.534430 81 $ 3 717.90 77 $ 3,514.30 81 $ - $ 419 $ 21 369.00 414 $ 21 114.00 419 $ 21 369.00 414 $ 21 114.00 419 $21 369.00 414 $21 114.00 fi3 2503.541 30" RC Pi a Sewar Desi n 3006 CL III all de 0is LF $51.00 $ S - $ - $ - 0 $ 0 $ - $ - - Bid Schedule "A" S.P. 217-712-002 S.P. 086E37-033 Roadway Storm Sewer TOTAL Roadway Storm Sawa! TOTAL "Used to "Used to Estimated Used to Estimated Cost Used to Cost Estimated Date" Estimated Used to Cost Estimated Cost Used to Cost Estimated Date" Total Estlamted Total Estimated Total Used to Total "Used to Item Unit Price Quantity Cost Extension Date Cost Extension Quantity Extension Date Extension Quantity Cost Extension Extension Cost Extension puantity Cost Extension Date Extension Quantity Extension Date Extension Quantity Cost Extension Extension Cast Extension puanti Extension Date Date"Extension No. Sec. Ref Descri tlon Unit $612.00 $ $ 30.5 $ 18,666.00 48.40 $ 29,620.80 31 $ 1B,fi66A0 48.40 $ 29,620.80 $ - $ - 8 $ 4,895.00 14.00 $ 8,55&00 8 $ 4,896.00 14.00 $ 8,568.00 38.50 $23,562.00 62.40 $38,188.80 64 2506.501 Constuct Drama, Structure Des l n48-4020 LF 5.5 $ 5049,00 5.50 $ 5.049.00 6 $ 5049.00 5.50 $ 5049.00 $ - $ - 8.1 $ 7435.80 8.10 $ 7435.80 8 $ 7435.80 8.10 $ 7435.80 13.60 $12484.80 73.fi0 $12484.80 65 2506.501 ConshuctDrainageSlNCNre Desl 54.4020 LF $918.00 $ $ - 0496.60 12 $ 8710ef) 11.90 $ 8,496.60 $ - $ - $ - $ - 0 $ - 0.00 $ - 1220 $8,770.80 11.90 $8496.60 66 25064501 Construct Draina eStructure Desi n60-4020 LF $714.00 $ $ - 12.2 $ 8710480 11.90 $ 0.00 $ - $ - $ 446 $ 3753.60 4.60 $ 3753.60 5. $ 3.753.60 4.60 $ 3753.60 4.60 $3753.60 4.60 $3,753.60 67 2506.501 Construct Drainage Structure Design66-0020 LF $816.00 S $ 0 $ - $ 0 $ - 0.00 $ $ - $ - 2.5 $ 7 020.00 $ - 3 $ 1,020.00 0,00 $ - 76.60 $fi T7280 0.00 $0.00 68 2506.501 Construct Draina a Structure Desi n H LF $408.00 S $ - 14.1 $ 5,752.80 $ - 14 $ 5,752.80 - $ 6160.80 $ - $ - 225 $ 9180.00 19.80 $ 8078.40 23 S 9180.00 19.80 $ 8,078-40 41.90 $77095.20 34.90 $14239.20 69 2506.501 Construct Draina eStructure DesiginN LF $408.00 $ $ 19.4 $ 7.91520 15.10 $ 6160.80 19 $ 791520 15.10 22,660.00 $ - $ - 72 $ 7 920.00 87 $ 9 570.00 72 $ 7.920.00 B7 $ 9,570.OD 319 $35 090.00 293 $32 230.00 70 2515,503 Articulated lntarlocldn Block Open Cell Type A BY $110.00 $ - $ - 247 $ 27170.00 206 $ 22 660.00 247 $ 27170.00 206 $ 8620,92 6581 $ 204fi6.91 5240- $ 16295.16 3 - -- $ - 6581 $ 20466.91 5240 $ 16295A6 9602 $29,862.22 0012 $24916.08 71 72 2521.501 2531.501 4" Concrete Walk-- Concrete Curb& Gutter Design B424 -SF- LF $3.11- $13.00 3021 4175 $ 9395.31 $ 54,275.00 772 4,235 $ 8620.92 $ 55,055.00 5 - $ S - - $ - 3021 4175 $ 9395.31 $ 54,275.00 - 2772 4,235 $ - $ 55,055.00 426 $ 5,53800 426 $ 5,538,00 $ - $ - 426 $ 5,538.00 426 $ 5,538.00 4,601 $59,813.00 4,661 $60,593.00 73 2531,501 Concrete Curb& Gutter Design B4i8 LF $11.30 1613 $ 18226.90 1613 $ 18226.90 $ - S - 1613 $ 18226.90 1613 $ 18226.90 2085 $ 23,560.50 2085 $ 23560.50 $ - $ - 2085 $ 23.560.50 2,085 $ 23560.50 3698 $41787.40 3698 $41787.40 74 2531.501 Concrete Curb& Gutter Design 8518 LF $15.38 148 $ 2276.24 148 $ 2.276.24 $ - $ - 148 $ 2276.24 140 $ 2276,24 296 $ 4,552.48 296 $ 4552A8 $ - $ - 296 $ 455248 296 $ 4552.48 444 $6,828.72 444 $6,828.72 75 2531.507 6" Concrete Drivewa Pavement SY $39.72 247 $ 9 810.84 255 $ 10 128,60 1 $ - 247 $ 9,810.84 255 $ 10 128.60 288 $ 11 439.36 28B $ 11 439.36 $ - $ - 288 $ 11 439.36 288 $ 11 439.36 535 $21250.20 543 $27 567.96 76 2531 P618 Truncated Domes SF $36.72 48 $ 1762.56 $ - $ - $ 48 $ 1,762.56 0 $ - $ 1,144.00 4 $ - $ 572.00 4 3 - $ 572e0 $ $ - $ - $ - 0 4 S - S 572.00 0 4 $ - $ 572.00 48 12 $1762.56 $1.716.00 0 12 $DAO $1,716.00 77 2540.602 Install Mail Box Su ort EACH $743.00 B $ 1,144.00 8 $ 1.144.00 $ - S 8 0 S 1.144.00 $ 24,389.97 8 0.33 $ 24 389.97 0.67 $ 49 519.03 0.67 $ 49 519.03 $ - $ - 1 $ 49 519.03 0.67 $ 49 519.03 1.00 $73 909.00 1.00 $73 909.00 78 2545.501 Li Electric ht S LS $73 909.00 0.33 $ 24 389.97 0.33 S 24 389.97 $ - $ - $ 1 $ 4981.68 0.50 $ 3774.00 0.34 S 2,56632 0,26 $ 196248 $ - $ - 0 $ 566.32 0,26 $ 1.962.48 1.00 $754B.00 0.76 $5736.48 79 2563601 Traffic Control LS $7548.00 0.66 $ 4,981.68 0.50 $ 3.774.00 $ - - $ 151 $ 5.005465 182 $ 8028.33 183 $ 6,066445 19413 $ 6435.41 1 It - $ - 183 5 6.066.45 194 $ 6,435.41 334 $11072.10 376 $12463.74 80 2564.531 Sig. P ..I.Type C SF $33.15 151 $ 5,005.65 181.85 $ 6028.33 $ - - 37.472.76 14,868 $ 34 837.92 6636 $ 15 528.24 6 170 $ 14 437.80 $ - $ - 6636 $ 15 528.24 6 170 $ 14.437.80 22.650 $53 001.00 21 058 $49,275.72 81 1 2573.502 ISilt Fence, Type M5 LF $2.34 $153.00 16014 6 $ 37 472.76 $ 918.00 14.888 5 $ 34,837.92 $ 765.00 23 $ - $ 3,519.00 14 $ - $ 2,142.00 16014 29 S $ 4,437.00 19 $ 2,907.00 13 $ 7,989.00 11 $ 1,683.00 11 $ 1,683.00 3 $ 459,00 24 $ 3,672,00 14 $ 2,142.00 53 $8,109.00 33 $5,049.00 82 2573.530 Storm Drain Inlet Protection EACH 488 $ 995.52 1188 $ 2423.52 $ - $ - 488 $ 995.52 1188 $ 2,423.52 152 $ 310.OB 112 $ 228448 $ - $ - 152 $ 310AB 112 $ 228.48 640 $1,305.60 1300 $2652.00 83 2573,533 Sediment Control LoaT .Straw LF $2.04 $ $ 1 $ 750,00 0 $ 495.00 0.5 $ 750.00 0.33 $ 495,00 $ - $ - 1 $ 750.00 0 $ 495.00 1.0 $1,500.00 01 $990.00 84 25734535 Stabilized Constructan Exit LS $1 500.00 0.5 $ 750.00 0.33 $ 495.00 - - $ 5400 $ 4.158400 5,250 $ 4,042.50 2750 $ 2117.50 2750 $ 2.117.50 $ - $ - 2750 $ 2117.50 2750 $ 2.117.50 8,150 $6275.50 8000 $6160.00 85 2574.508 F.,fte,Type 1 LBS $0.77 5400 1 $ 4,158.00 5,250 $ 404250 $ - - $ 1071.00 5.5 $ 561.00 5.5 $ 561.00 $ $ 5e $ 561,00 5.5 $ 561eO 16.3 $1,662.60 16,0 $7632.00 86 2575.501 Seedin ACRE $102.00 10.8 $ 7101.60 10.5 $ 1071,00 $ - $ - 10.8 $ 1101-60 10e 236 $ 962.88 236 $ 962.88 $ - $ 236 $ 962,88 236 $ 962.88 786 $3206.88 800 $3.264.00 87 2575.502 Seedin Mixture-25-141 LBS LBS $4A8 $3.26 550 180 $ 2,244.00 $ 586.80 564 150 $ 2,301.12 $ 489.00 $ - $ - $ - $ - 550 180 $ 2,244.00 $ 586.80 564 150 $ 2,301.12 8 409.00 150 $ 489.00 150 S 489,D0 $ - $ - ISO $ 489.00 150 $ 489.00 330 $1075.8a 300 $978e0 88 2575,502 Seedin Mixture-25-151 TON $153A0 22 $ 3,366.00 17 $ 2 555.10 $ - $ - 22 $ 3 365.00 17 $ 2 555,10 11 $ 1 fi83.00 11 $ 1 fi83.00 $ - $ - 11 $ 1,683,00 11 $ 1 683.00 33 $5,049.00 28 $4,230.10 89 2675.el I Mulch Material T e 1 SY $1.22 8057 $ 91829054 10494 $ 12802.68 $ - S - 8057 $ 9,829.54 10494 $ 12,802.68 2192 $ 2,67424 3,478 $ 4243.16 $ - $ - 2192 $ 2,674.24 3478 $ 4,243.16 10249 $12503.78 13972 $17,045.84 90 2575.523 Erosion Corral Blanket-G,t9, 2 5768.40 $ $ - 0.66 $ 5768.40 0.66 $ 5768.40 0.34 $ 2971.60 0.34 $ 2971.60 $ $ 0.3fl$2 1.fi0 0.34 $ 2971.60 91 2580.601 Interim Pavement Markin -Perot LS $8740.00 0.66 $ 5,768.40 0.66 $ - 357.00 0 $ - 5 $ 357.00 $ $ - $ - 57.00 0 $ - 10 $714.00 0 $0.00 92 2582.501 PavementMassa a LeftArrow -Paint EACH $71.40 5 S 357.00 S - $ - $ - 5 $ 2 $ 142.80 $ - $ - $ - 22.80 0 $ 6 $428.40 0 594 93 2582.501 Pavement Messy a Ri ht Arrow -Paint EACH $71.40 4 S 285.60 $ $ - $ - 4 $ 285.60 0 $ - - $ - 45.60 0 $ - 9 $fi42.60 0 $000 2582501 Pavement Mes NArrow -Palm, EACH $71.40 5 $ 357.00 $ - $ - $ 5 $ 357.00 0 $ - 4 2 $ 285.60 224AO $$ $ $ - $ - 2.40 0 $ 3 $336.60 0 $0.00 95 2582.501 Pavement Messy e. field -Pair EACH $112.20 1 $ 11220 $ - $ - $ - 1 $ 11220 0 $ 675.00 $ $ - $ - 750.00 0 $ -24500 $2205.00 0 $0.00 96 2582.502 4"Sclid Line White-Palnt LF $0.09 17000 $ 1,530,00 $ - $ - $ - 17000 $ 1530.00 0 7500 158 $ 14.22 - $ $ - $ - 1584.22 0 $ 236 $2124 0 $0,00 97 2582502 8" Solid Line White -Paint LF $009 78 $702$ - $ $ - 76 $ 7.02 0 113 $ 17289 - $ - $ $ 1132.89 0 $ 171 $261.63 099 98 2582-502 B" Dotted Line White - Paint LF $1.53 58 $ 88.74 $ - $ - $ - 58 $ 88.74 0 M S $ S - $ - 0- 0 $ - 56 S14280 0 $0.00 2112.112 12"Sto Line White -Paint LF $2.55 56 $ 14280 $ $ $ - 56 $ 142-80 0 1051 S - $ 94.59 - $ - $ - $ - 1054.59 0 $ - 1,501 $135.09 0 $0.00 100 2582.502 4"Solid Line Yellow-PaintLF $0.09 450 $ 40.50 $$ - 450 $ 40.50 0 133 325.85 $ - $ - $ 1335.85 0 $ - 547 $1340A5 0 $0.00 101 2582.502 24"Solid Line Yellow -Paint LF $2,45 414 S 7014.30 $ - $ - $ 414 $ 1014.30 0 3870 $ $ 657.90 $ - $$ - 367.90 0 $ - 13370 $2272.90 0 60.00 102 2582.502 4"Double Solid Lin. Yellow -Paint LF $0A7 9500 $ 1615.00 $ $ $ - 9500 $ 1,675.00 0 36 - - - - 81 $279.99 0 $0.00 103 2582.603 aVement ar ng Pecla - runt LF - 25 1 _ - - - - 7 ... Ica IF S a9 a5B 14 S 944.336.01 S 834.571.87 S 3.122.398.24 $2.579,914.43 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 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 ro Date Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension "Used to Date" Extenslan Cost Exmnsion Total Estlamted Quantity Total Estimated Extension Total Used to Date Total "Used to Date" Extension 1 2104.505 Addifianal Bituminous Pavement Removed CY $10.08 $ $ S $ 0 $ - 0 $ - 791 $ 7,973.28 791 $ 7,973.28 $ - $ 791 $ 7,973.28 791 $ 7,973.28 791 $7,973.28 791 $7,97328 2 2021.501 Mobil¢a8on EACH $412.50 $ $ $ $ - 0 $ - 0 $ - 3,00 $ 1,22751 3.11 $ 1.29750 $ - $ - 3 $ 1.237.50 3.00 $ 1,237650 3.00 $1 237.50 3.00 $1 237.50 3 Relocate Spada] Sin EACH $fi05.00 $ $ $ $ - 0 $ - 0 S - 2 $ 1,210.00 1 $ Go5.00 $ - $ 2 $ 1 210.00 1 $ 605.00 2 $1 210.00 1 $605.00 S7 ns Installed on 623715 4 2563.601 48"Road Closed Ahead PER DAY $0.75 $ $ $ $ 0 $ - 0 $ 85 $ 53.75 122 $ 91.50 $ - $ - 85 $ fi3.75 122.00 $ 91.50 85.00 $63.75 122.00 $91.50 5 2563.601 48"Detour Ahead PER DAY $0.75 $ $ $ $ - 0 $ 0 $ - 85 $ 93.75 122 $ 91.50 $ - $ - 85 $ 63.75 122.00 $ 91.50 85.00 $63.75 12200 $91.50 8 2563.601 (e)Oatour Guidance Assemblies+portable Stipp.. 70.25E/Each $0.16 SF/Da +$0.47 su oNda) PER DAY $16.82 $ $ $ $ 0 $ 0 $ - 85 S 1,429.70 122 $ 2.052.04 $ $ - 85 $ 1,429.70 122.00 $ 2.052.04 85.00 $1,429.70 122.00 $2,052.04 7 2563.601 3 T e III Barricades $1.53//Each/Da PER DAY $4.59 $ $ $ - $ - 0 S - 0 $ 85 $ 390.15 122 $ 559.98 $ - S - 85 $ 390.15 12200 $ 559.98 05.00 $390115 12200 $55998 8 2563.601 6 T g e A Flasher $0.25//Each/Da PER DAY $1.50 $ $ $ $ - 0 $ - 0 $ - 85 $ 127.50 122 $ 183.00 $ - $ - 85 $ 127.50 122.00 $ 163.00 85.00 $127.50 122.00 $183.00 9 2563.601 (4) 60" x 30" Road Closed Miles Ahead Sign (12.5 SF/Each $0-le SF/Da PER DAY $8.00 $ $ - $ - $ - 0 $ - 0 $ - 85 $ 680.00 122 $ 976.00 $ $ 85 $ 680.00 122.00 $ 976.D0 85A0 $680.00 122.00 $976.00 10 2563.601 (2) 45" x 18" Detour Sign (6 SF/Each @ $0.16 SF/Day) PER DAY $1.92 $ $ - $ - $ - 0 $ - 0 $ - 85 $ 163-201 122 $ 234.24 $ $ 85 $ 163.20 12200 $ 234.24 85.00 $163.20 122.00 $234.24 S.P. 217-112-002 S.P. 086-637-033 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Item No. S .Rot Description Unit Unit Price Estimated Quantlry Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extenston Used to Date Cost Extension Estimated Quantity Cos[Extension "Used •ua to Date" Extension Cast Extension Estimated Quantity Used to Cast Extension Date Cost Extension Estimated Quantity Cost Usedto Extension Date Cost Extension Estimated Quantlry •sea m Date" Cost Extension Extension Cost Exmnslon Total Estlamted Quanti Total Estimated Extension Total Used to Date Total "Used to Date" Extension Sl s lnstalletl on 6/JO/15 11 2563.601 (9) Detour Guidance Assemblies+portable Supports 10.2 SF/Each $0.16 SF/Da +$0.47 su oMda PER DAY $18.92 S $ $ $ - 0 $ 0 $ - 78 $ 1475.76 715 $ 2175.80 $ - $ 79 $ 1,475,76 115 $ 2175.80 78 $7,475.76 175 $2175.80 Signslnstalled on 7R45 12 2563.1 1 2 48"Road Closed St $0.75 er si Nda. PER DAY $1.50 $ $ $ - $ 0 $ - 0 $ - 75 $ 11250 113 $ 169.50 $ - $ - 75 $ 11250 113.00 $ 169.50 75.00 $112.50 713.00 $169:50 13 2563.601 3.48"Detour Ahead Sin $0.75 er si /da PER DAY $2.25 $ $ $ $ - 0 $ - 0 $ - 75 $ 168.75 113 $�25$ - $ - 75 $ 168.75 113.00 $ 254.25 75.00 $168.75 113.00 $254.25 14 2563.601 (19) Detour Guidance Assemblies Portable Supports 10.2SF/Each $0.16SF/Da +$0.47su ort/da PER DAY $39.94 $ $ $ - $ - 0 $ 0 $ - 75 $ 2,995.50 113 $ $75$ 2,995.50 113.00 $ 1.a13.. 75.00 $2,995.50 11100 $4,513.2215 2563:601 (2) Special84x 46 Signs (2B SF/Each (9 $38.59SF) SF $38.59 $ $ $ - $ - 0 $ 0 $ - 56 S 2.161.04 56 $$ $ 56 $ 2,161.04 56,00 $ 2;161.04 56.00 $2,161.04 56.00 $2,181.04 tome -mange S.P. 217-112-002 S.P. 086-037-033 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Item No. Spec. Rai Description Unit Unit Pdee Estimated Quantity Cost Extension Used to Oam Cost Extension Estimated Quantlry Cost Extension Used to Date Cost Extension Estimamd Quantity Cost Extension "Used a to Date" Extension Cost Extension Estimated Quantity Gast Exmnsion Used ro Date Cost Extension Estimated Quantity Cost Usetl to Ezmnsfan Date Cos[ Extension Estimated Quantlry Cost Extension "Used to Date" Extension Cost Exmnsion Total Estlamted puanti Total Estimated Extension Total Used to Date Total "Used to Date" Extension 1 2545.501 ElectricU htS stem LS $73909.00 -0.33 $(24,636.09)-0.33 $ 24 W09 $ - $ 24636.09 0,33 $ 2463&(m -0.67 $ 49272.91 -0.67 $ 49,272.91 $ $ - -0.67 $ 49272.91 0.67 $ 4927291 -1.00 573909.D0 -1 -$73909.00 2 2545.170 ecmcLightSystem LS $7 ,830.38 0.33 $ 2 ,276.54 0.33 $ 6.5 $ - - 0.33 $ 25,2 6. 0.33 25,276.54 0.67 0, 3. 0.67 50,553.84 $ - - O.fi7 $ 50,553.84 0.67 $ 50,553.84 7,00 $75,830.38 1 $76.830.38 S.P. 217-112-002 S.P. 088-037-033 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL It.. No. S ,Ref Desed ion Unit Unit Price Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantlty Cost Extension " se to Date" Extenslan Cost Extension Estimated Quandty Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated QuantlTy Gas[Pxtenslon "Used ro Date" Extension Cost Extension Total Estlamted Quantity Total Estimated Extension Total Usad to Date Total "Used to Date" Extension 1 21050505 Muck Excavafian EV CY 74.31 16369 $ 70550.39 22547 j $ 97177,57 $ 1 $ - 16369 $ 70550.39 22547 $ 97177.57 10267 $ 44,250.77 14,142 1 60,952.0210267 $ 44,250.77 14142.00 $ 60952.02 26.636.00 $114.801.16 36689.00 $158129.59 2 21054522 Select Granular Bo r L CY $10.44 2000 $ 20 880.00 S $ - $ - 2000 $ 20 880.00 0 $ - 7500 $ 78.300.00 8,329 $ 86 954.76 $ - $ - 7500 $ 78 300.00 8 329A0 $ 86 954.76 9,500.00 $99 180.00 8.329.00 $86 954.76 3 2105.523 Common Bomow L CY $3.60 8863 $ 31.906.80 14.674 $ 52,826.40 $ - $ - 8863 $ 31906.80 74674 $ 52826.40 6031 5 21711.60 9fi54 $ 34754.40 $ $ - 6031 $ 21,711.60 9654.00 $ 34754.40 14894.00 $53 fi78.40 24328.00 $87580.80 -4 2105.604 Geotexble Fabric, Type 5 _ BY - _ $4.50. 1600 $ 7,200.00 $ _ $ - $ - - 7600 $ 7,200.00 0 $ _ _ _ _ S - $ _ _ - -. $ - $ - 0 $ - 0.00_ $ - 1,600.00 $7,200.00 0.00 $0.00 Total - Supplemental Agreement No. 1 S.P. 217-112-002 S.P. 086-037-033 Roatlway Storm hewer _ TOTAL Roadway Storm Sewer TOTAL Item No. See. Ref Des<d tion U. Unit Pricet rE-ma-d Extension Used to Date Cost Extension Estimate�.Inst Quantityon Used to Date Cost Extenston Estimated Quantlry Cost Extension "Used to Date" Extension Cost Extension Estimated Quantity Cost Extension Estimated Quantlry Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension "Used to Date" Extension Cost Extension Total Estlamted puanti Total Estimated Extension Total Used to Date Total "Used to Date" Extension 1 T211.501 A re at. Base Class 5 Mod TON $11.34 1053 $ 77,941.02 1.059 $ 12,009.06 $ 1053 S 11941.02 1,059 $ 12009.Ofi 447 $ 5,068.9ILAExten.s1cm 1.66 $447 $ 5,068.98 449 $ 5,091.66 7,500 $17,010.00 1,508 $17,100.72 2 2451.609 Crashed Rack (3" Recycle) TON $38.93 211 $ 8,214.23 234 $ 9,104.56 - $ - 211 $ 8,214.23 234 $ 9,104.56 89 $ 3,464.779,4.77 $ - $ - 89 $ 3,464.77 89 $ 3,4fi4.77 300 $11,679.00 323 $12,569.33 S.P. 217-112-002 I S.P. 088-037-033 Road Way Storm Sewer TOTAL Road Way Storm Sewer TOTAL Imm No. Sec. Ref Descd tion Unit Unit Price Estimated Quantity Cost Extension Usetl to Date Cost Extension Estimated Quantity Cast Exmnsion Used to Date Cost Exmnsion Estimated Quantity Cost Extension "Used to Date" Exmnsion I Cost Extenslan Estimated Quantlry Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Date Cost Exmnsion Estimated Quantity Cost Extension "used to Date" Extension Cost Exmnslon Total Estiammd Quantity Total Estimated Extension Total Used to Date Total "Used to Date" Exmnsion 1 2360.501 T e SP 9.5 Wgnnn Coulse Mixture 3 C L5 .$4,37656 0.90 $ (3,938.90 0.90 $ 3,938.90 5 $ - 0,90 $ 3,938.90 D90 $ 3,938.90 0.10 $ - 0.10 $ 437.fi6 0.10 $ 437.66 1 $4,376.56 1 $4,376.56 2 2360.502 Ype SP 25 on ear Course %lure LS 3 0.33 $ ( 2 6) 0.33 252.56) - - 0.33 u- $ (2 2. 6) .6 2 8) D.67 8) 0.6 j 1 $765.34 7 -$765.34 S.P. 217-112-002 S.P. 096-037-033 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Item No. Sec, Ref Desert Bon 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 Date Cost Extension Estimated Quantity Cost Exmnsion Used to Data Cost Extension Estimated Quantity Cost Extension "used to Oat." Extension Cost Extension Total Estlamted Quanti Total Estimated Extension Total Used to Oate Total "Used to Date" Extension 1 LoWering small UkliBes:Sta21fi+75 to 220+00 LS $1980.62 $ $ S - $ - 0 $ - 0 $ - 1 $ 1980.62 1 $ 1980.62 $ $ - 1 $ 1.980.62 1 $ 1980-62 7 $1,9Sot 1 $1980.fi2 2 Lower small utility crossings: Sta 216+50, 181-90, & 192+90 LS $1,320.51 0.67 $ 884.74 1 3 884.74 $ $ 0.67 $ 884.74 1 $ 884.74 0.33 $ 435.77 0.33 $ 435.77 $ $ 0.33 $ 435.77 0 $ 435.77 1 $1.320.51 1 $1,320.51 3 Excavate and Backfill for conduit Crossing under 48' culvert LS $621.86 1 $ 621.86 1 $ 621.86 $ $ - 7 S 621.86 1 $ 621.86 $ $ $ $ 0 $ 0 $ 1 $621.86 1 $621.86 4 Add field access: Sta 231+50 LS $504.90 $ $ $ $ - 0 $ - 0 $ 1 $ 504.90 1 $ 504.90 $ - $ - i $ 504.90 1 $ 504.90 1 $50C90 1 $504.90 5 Raise field access and widen: She 159+00 LS $1 852.42 1 s 1.852.42 1 $ 1,852.42 S $ 1 $ 1.8 1 $ 1 852.42 $ - $ - 5 - $ 0 $ - 6 Raise trailgrade: She 232+90to 234+40 LS $896.97 1 $ 896.97 1 $. 896.97 $ $ 1 IF B96.97 1 $ 896.97 $ - $ - $ - $ - 0 $ - 0 $ - 1 $9695.97 1 $896.97 7 Chan a DBch and relocate field access' She 1624-00 LS $352.33 7 $ 352.33 1 $ 352.33 $ - $ - i $ 352.33 1 $ 352.33 $ - $ - $ - $ - 0 $ - 0 $ - 1 $352.33 1 $352.33 8 Relawtefield access: Sta 225+00 LS $504.90 $ $ $ - $ - 0 $ - 0 $ - 1 $ 504.90 1 $ 504.90 $ $ - 1 $ 504.90 1 $ 504.90 1 $504.90 1 $504.90 9 Add herm:St. 22+75 LS $159.20 $ $ $ $ 0 $ - 0 $ - 1 $ 159.20 1 $ 159.20 $ - $ - 1 $ 159.20 1 $ 159.20 1 $15920 1 $159.20 10 Revise drtvewa : Sta 191+50 LS $405.05 1 $ 405.05 1 $ 405.05 $ - $ 1 $ 405.05 1 $ 405.05 $ S - $ $ - 0 $ - 0 $ - 1 $405+05 1 $405.05 11 Relocate Mailbox: Sta 223+O0 LS $220.00 $ $ $ - $ - 0 $ - 0 $ - 1 $ 220.00 1 $ 220.00 $ - $ - 1 $ 220.00 1 $ 220.00 1 $220.00 1 $220.00 12 Revise storm sewer. Ste 214+00 LS $1,600.00 $ 7 1.600.00 1 $ 1,800.00 1 $ 1,800.00 1 1,800.00 $ $ - $ - 0 1 $ -1 0 4 - 1 $1,BOD.00 1 $1,800.00 WORK COMPLETED $ 2,079,421.79 $ 1,678,088.48 $ 252,59524 $ 241,664.04 $ 2.332,017.03 TO DATE= $ 1,919,722.52 $ 1,032,937.07 $ 963,345.07 $ 88,583.32 $ 89,858.14 $ 1,121,520.39 $ 1,053.203.21 $ 3.463,637.42 $ 2,972,925.72 LESS S%RETAINAGE= $ 95,986.13 $ 52,660.16 It 148,646.29 ERODIBLE ACREAGE WITHHOLDING ($3,0001 DISTRUBED ACRE) $ 32,400.00 $ 16,500.00 $ 48,900.00 LESS PAY ESTIMATE #1 = $ 271,845.90 $ 185,836.03 $ 467,681.93 LESS PAY ESTIMATE#2= $ 1891869*05 $ 22936.88 $ 445,805.94 LESS PAY ESTIMATE ❑3 = $ 6941706.02 $ 183,698.54 $ 878,304.56 LESS PAY ES nMATE#4= $ 460,935.84 $ 257,145.31 $ 718,081.15 CURRENTPAYMENT= $ 173,879.58 $ 101,526.29 $ 275,505.86 CURRENT TOTAL PAYMENTS TO DATE= $ 1,791,336.39 CURRENT TOTAL PAYMENTS TO DATE= $ 984,043.05 6 Z775,379.44