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ITEM 5.2 Street Improvements 14-02 14-01
0 �tSTe F O MINNESOTA V DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT: REQUESTOR: MEETING DATE: Public Works City Engineer Wagner October 12, 2015 PRESENTER(s): REVIEWED BY: ITEM #: City Engineer Wagner Finance Director Flaherty 5.2 AGENDA ITEM DETAILS RECOMMENDATION: Staff recommends approval of payment in the amount of $878,304.56 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 October 7th, 2015. Fehn Companies and their subcontractors have completed all the clearing and grubbing, bituminous removal, temporary traffic signage (on going), road and trail subgrade preparation including all the sand and gravel, all of the concrete curb and gutter (medians and truck apron remain to be completed) and 95% of the storm sewer for the project. Fehn has submitted a written request for payment for the work completed to date. The first 2 lifts of bituminous, roundabout concrete flat work, shouldering, temporary striping, signage and seeding remain to be completed this year. It is anticipated that the entire road project will be able to be opened by October 23`d The City portion of this Pay Estimate is approximately $694,700 with the County portion being $183,600. The total for Change Order #1 has exceeded the contract amount as the weather has delayed the opening of CSAH 37 and therefore the increased the number of days the temporary detour signage has been up. Supplemental Agreement #1 also exceeds the contract amount by approximately $58,000 (City = $20,000 and County=$38,000). Supplemental Agreement #1 includes excavated unsuitable soil materials and corrections. The estimated amounts at the time of the supplemental agreement in early August (60% through the project) were based on actual quantities that had been completed at that time and extended. As the project went along, poor soils areas increased in quantity as compared to the first 60% of the project. SUPPORTING DOCUMENTS: x ATTACHED ❑ NONE • Pay Estimate No. 3 • Pay Estimate No. 3 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 $878,304.56 for the 70th Street/CSAH 37 Improvement Project, City Project No. 14-01 & 14-02. BUDGET INFORMATION FUNDING: BUDGETED: X YES MSAS Funds Region 7W Federal Funds o NO ACTION TAKEN ❑ APPROVED AS REQUESTED ❑ DENIED ❑ TABLED ❑ OTHER (List changes) PAY ESTIMATE #3 CITY OF OTSEGO 70th StreeVCSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Date: October 12, 2015 Honorable Mayor & City Council City of Otsego 13400 90th Street NE Otsego, MN 55330 RE: 70th Street/CSAH 37 Improvement Project SP 217-112-002 and SP 086-637-033 Contractor: Fehn Companies, Inc. Award Date: May 11, 2015 Completion Date: June 15, 2016 Dear Honorable Mayor and Council Members: The following work has been completed on the above -referenced project by Fehn Companies, Inc. Bid Schedule "A" 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 $2 550.00 $ 8,160.00 3 $ 8160.00 4 2101.506 Grubbing 3.2 ACRE $2550.00 $ 8160.00 3 $ 8,160.00 5 2104.501 Remove Curb & Gutter 435 LF $3.13 $ 1,361.55 $ 6 21D4.501 Remove Pipe Culverts 520 LF $12.24 6,364.80 523 $ 6,401.52 7 2104,505 Remove Bituminous Pavement 14548 Sy $1.54 $ 22 403.92 13548 $ 20 863.92 B 21D4.509 Remove Bollards 2 EACH I $750.OD $ 1,500.001 2 $ 1,500.00 9 2104.509 Remove Sin 10 EACH $26.00 $ 260.00 10 $ 260.00 10 2104.513 Savrin Bii Pavement Full Depth) 889 LF $1.50 $ 1,033.50 $ 11 2104.521 Salvage Barbed Wire Fence 250 LF $3.00 $ 750.00 $ 12 2104.523 Salvage Costin 2 EACH 1 $100.00 $- 200.00 $ 13 2105.501 Common Excavation P 39992 CY $4.08 $ 163 197.36 42692 $ 174,183.36 14 2105.505 Muck Excavation 2204 CY $4.31 $ 9.499.24 2204 $ 9,499.24 15 2105.521 GranularBorrow L 180 CY $10.66 $ 1918.80 $ 16 2105.523 Common Barrow LV 13098 CY $3.60 $ 47.152.80 13098 1 $ 47,152.80 17 2105.536 Salvaged Topsoil From Stockpile L 32622 CY $1.98 $ 64.691.56 9797 $ 19.398.06 18 2105.535 Salvaged Topsoil In Stockpile E 4a809 CY $1.41 $ 66 820.69 48809 $ 68,820.69 19 2211.501 Aggregate Base Class 3 or 4 40992 TON $6.39 $ 261,938.88 39844 $ 254,603.16 20 2211.501 Aggregate Base Class 5 Mod 33142 TON $11,34 $ 375 830.28 24859 $ 281,901.06 21 2221.601 Shoulder Base Aggregate Class 2 1254 TON $28A4 $ 35.663.76 $ 22 2232,501 Mill Bituminous Surface 1.5" 145 SY $5.17 $ 749.65 $ 23 2357.502 Bituminous Material For Tack Coat 3431 GAL $2.1B $ 7479.68 $ 24 2360.501 Type SP 9.5 Wearing Course Mixture 3,C 4801 TON $64.97 $ 311 920.97 $ 25 2360.501 T e SP 12.5 Wearin Course Mixture 2,8 2116 TON $58.56 $ 123,912.96 $ 26 2360.502 Type SP 12.5 Non Wear Course Mixture 3,C 12745 TON $57.96 $ 738,700.20 $ 27 2411.507 Concrete Flume 11 EACH $332.00 $ 3,652.00 11 $ 3,652.00 Bid Schedule "A" S.,Wiurf1dpallA0TSEG013881(3) Construction\Pay Estimates and CUMOT388 PE#3.xlsx PE-3 PAY ESTIMATE #3 OWNER CITY OF OTSEGO loth Street(CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 ITEM NO. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 2B 2501,515 12" RC Pipe Apron 6 EACH $510.00 $ 2,550,00 5 $ 2,550.00 29 2501,516 1 V' RC Pipe Apron 6 EACH $510.00 $ 3,060.00 6 $ 3.060.00 30 2501.615 1W' RC Pipe Apron 5 EACH $510.00 $ 2,550.00 5 $ 2,550.00 31 2601.515 21" RC Pipe Apron 3 EACH $610.00 $ 1,530.00 3 $ 1,530.00 32 2501.515 24" RC Pipe Apron 6 EACH $510.00 $ 3,060.00 6 $ 3,060.00 33 2501.515 27" RC Pipe Apron 1 EACH $510.00 $ 510.00 1 $ 510.00 34 2501,515 30" RC Pipe Apron 1 EACH $612.00 $ 612.00 2 $ 1.224.00 35 2501.516 48" RC Pipe Apron 2 EACH $1 224.00 $ 2,448.00 2 $ 2,448.00 35 2501.525 28" Span RC Pipe -Arch Apron 2 EACH 1 $510.00 $ 1,020.00 2 $ 1.020.00 37 2501.561 16" RC Pipe Culvert Design 3006 CL V ail depths) 764 LF $30.60 $ 23,072.40 754 $ 23,072.40 38 2501.561 24" RC Pipe Culvert Design 3006 CL III all depths) 136 LF $37.00 $ 6,032.00 136 $ 5,032.00 39 2501.561 48" RC Pipe Culvert Design 3005 CL III all depths) 148 LF $133,00 $ 19 684-00 128 $ 17 024.00 40 2501,569 16" RC Safety A ron 2 EACH $612.00 $ 1,224.00 2 $ 1,224.00 41 2501.569 1B" RC Safety Apron 34 EACH $612.00 $ 20,808.00 34 $ 20,808.00 42 2501.569 24" RC Safety Aron 3 EACH $612.00 $ 1,836.00 3 $ 1 B36.00 43 2501.669 30" RC Safety Apron 1 EACH $918.00 $ 918.00 1 $ 918,00 44 2501-573 linstall Culvert Marker 31 EACH I $60.DD $ 1.860.00 $ - 45 2501.602 Outlet Structure 5 EACH $2,550.00 $ 12 750.00 5 $ 12 750.00 46 2501.602 Safe 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 $ 3 672.0D 2 $ 1 224.00 49 2501.602 Trash Guard for 2T'Pi eApron 1 EACH $612.00 $ 612.00 1 $ 612.00 50 2501.602 Trash Guard for 30" Pipe Apron 1 EACH $612.00 $ 61200 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 62 $ 12 648.00 54 2502.541 4" Perf PVC Pipe Drain 2305 LF $6.12 $ 14,106.60 1924 $ 11.774.88 55 2502.541 8" Perf PVC Pipe Drain 450 LF 1 $14.28 $ 6,426.00 173 1 $ 2.470.44 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 $ 3,296.64 101 $ 3,296.64 58 2503.541 15" RC Pipe Sewer Design 3006 CL V all depths) 1917 LF $34.68 $ 66,481.56 1917 $ 66,481.56 59 2503.541 18" RC Pipe Sewer Design 3006 CL V all depths) 620 LF $34.6B $ 21 501.60 620 $ 21,501.60 60 2603.541 21" RC Pipe Sewer Design 3006 CL III all depths) 283 LF $36.72 $ 10.391.761 283 $ 10,391.76 61 2503.541 24" RC Pipe Sewer Design 3006 CL III all depths) 202 LF $38.76 $ 7,829-52 202 $ 7,829.52 62 1 2503.541 27" RC Pipe Sewer Desl n 3006 CL III all depths) 77 LF $45.90 $ 3,634.30 81 $ 3.717.90 63 2503.541 30" RC Pipe Sewer Design 3006 CL III all depths) 419 LF $51.00 $ 21,369.00 432 $ 22 032.00 64 2506.501 Construct Drainage Structure Design 48-4020 38.5 LF $612.00 $ 23,562.00 38.8 $ 23,745.60 65 2506.501 Construct Drainage Structure Design 54-4020 13.6 LF $91a 00 $ 12,484.80 8.1 $ 7,408.26 S:1Municip0A0TSEGO\3881(3) Construclion\Pay Estimates and CO's10T388 PE#3xlsx PE-4 PAY ESTIMATE #3 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 UNITPRICE CONTRACT AMOUNT USEDTO DATE EXTENSION 66 2506.501 Construct Dreina a Structure Design 60-4020 122 LF $714.00 3 8,710.80 12 $ 8,496.60 67 2506.501 Construct Drainage Structure Design 66-4020 4.6 LF $816.00 $ 3,753.60 5 $ 3,753.60 68 2506.501 Construct Drainage Structure Design H 16.6 LF $408.00 $ 6,772.80 3 $ 1,020.00 69 2506.501 Construct Drainage Structure Design N 41.9 LF $408.00 $ 17,095.20 35 1 $ 14,271.84 70 2515.503 Articulated Interlocking Block Open Cell Type A 319 SY $110.00 $ 35,090.00 300 $ 33000,00 71 2521M1 4" Concrete Walk 9602 SF $3.11 $ 29,862.22 $ 72 2531.501 Concrete Curb & Gutter Design B424 4601 LF $13.00 $ 59 813.00 4400 $ 57,200,00 73 2531.501 1 Concrete Curb & Gutter Design B418 3698 LF $11.30 $ 41 787.40 3500 $ 39 550,00 74 2531.501 Concrete Curb & Gutter Desitin S51 B 444 LF $15.38 $ 6,828.72 423 $ 6,505.74 75 2531.507 6" Concrete Drivewa Pavement 535 SY $39.72 $ 21,250.20 $ 76 2531.616 Truncated Domes 48 SF $36.72 $ 1,762.56 $ 77 1 2640.602 Install Mail Box Su Drt 12 EACH $143.00 $ 1,716.00 $ 78 2545.501 Electric Light System 1 LS $73,909.00 $ 73,909.00 $ 79 2563.601 Traffic Control 1 LS $7 548.00 $ 7,54800 .5 $ 3,774.00 80 2564.531 Si n Panels, T e C 334 SF $33.15 $ 11 072.10 $ 81 2573.502 SIR Fence, TYPe MS 22650 LF $2.34 $ 53 001.00 21058 49 275.72 82 2573.530 1 Storm Drain Inlet Protection 53 EACH $153.00 $ B,109.00 $ 83 2573,533 Sediment Control Log TYPO Straw 640 LF $2.04 $ 1,305.60 46B $ 954.72 84 2573.535 Stabilized Construction Exit 1 LS $1,500.00 $ 1,500.00 1 $ 990.00 85 2574.508 Fertilizer Type 1 8150 LBS $0.77 $ 6,275.50 $ 66 2575.501 Seeding 16.3 ACRE $102.00 $ 1662.60 $ 87 2575.502 Seeding Mixture -25-141 786 LBS $4.08 $ 3,206.88 $ 88 2575.502 Seedina Mixture-25-151 330 LBS $3.26 $ 1.075.80 $ 89 2575.511 Mulch Material Type 1 33 TON $153.00 $ 5,049.00 $ 90 1 2575.523 Erosion Control Blanket - Category 2 10249 SY $1.22 $ 12,503.78 500 $ 610.00 91 2580.601 Interim Pavement Markin - Paint 1 LS $8,740.00 $ 8,740.00 $ 92 2582.501 Pavement Message Left Arrow - Paint 10 EACH 1 $71.40 $ 714.00 $ 93 2582.501 Pavement Message (Right Arrow - Paint 6 EACH $71.40 $ 428.40 $ 94 2582.501 Pavement Message hru Arrow - Paint 9 EACH $71.40 $ 642.60 $ 95 2582.501 Pavement Message Yield - Paint 3 EACH $112.20 $ 336.00 $ 96 2582.502 4" Solid Line White - Paint 24500 LF $0.09 $ 2,205.00 $ 97 25B2.502 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 1 2682.502 1Z'Stop Line White- Paint 56 LF $2.55 $ 142.80 $ 100 2582.502 4" Solid Line Yellow- Paint 1501 LF $0.09 $ 135.09 $ 101 2582.502 24" Solid Line Yellow - Paint 547 LF $2.45 $ 1,340.15 $ 102 2582.502 4" Double Solid Line Yellow - Paint 13370 LF $0.17 $ 2,272.90 $ S:VvluricipalWOTSEG013881(3) Construction\Pay Estimates and CUMOT388 PE43.xlsx PE-5 PAY ESTIMATE #3 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 1 2582.603 1 Pavement Marking Special -Paint 61 LF 1 $4.59 $ 279.99 $ Total Bid Schedule "A" $ 3,122,398.24 $ 1,498,580.49 Chance Order No.1 ITEM NO. SPEC NO. I ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE I EXTENSION 1 2104.505 Additional Bituminous Pavement Removed 791 CY $10.08 $ 7,97318 791 3 7,973.28 2 2021.501 Mobilization 3 EACH $412.50 $ 1237.50 3 $ 1,237.50 3 Relocate Special Sin 2 EACH $605.00 $ 1,210.00 $ Signs Installed on W3/95 4 2563.601 48" Road Closed Ahead 85 PER DAY $0.75 $ 63.75 106 $ 79.50 5 2563.601 48"DetourAhead 85 PER DAY $0.75 $ 63.75 106 $ 79.50 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 $ 1,429.70 106 $ 1,782.92 7 2663.601 3 T e III Barricades $1.531/Each/Da 85 PER DAY $4.59 $ 390.15 106 $ 486.54 8 2563.601 6 Type A Flasher $025//Each/Da 85 PER DAY 1 $1.50 $ 127.50 106 $ 159.00 9 2563.601 (4) 60" x 30" Road Closed Miles Ahead Sign (12.5 SF/Each $0.16 SF/Da 85 PER DAY $8.0o $ 680.00 106 $ 848.00 10 2563.601 2 48" x 18" Detour Sin 6 SF/Each a $0.16 SF/Da) 85 PER DAY $1.92 $ 163.20 106 $ 203.52 Signs Installed on 6130115 11 2563.601 (9) Deteur Guidance Assemblies + Portable Supports (10.2 SF1Each $0.16 SF/Da + $0.47 supporUda 78 PER DAY 1 $18.92 $ 1,475.76 99 1 $ 1,873.08 Signs Installed on 712/15 12 2563.601 2 48" Road Closed SI n $0.75 per sign/day) 75 PER DAY $1.50 $ 112.50 97 $ 145.50 13 2563,601 3 48" Detour Ahead Sin $0.75 persign/day) 75 PER DAY $2.26 $ 168.75 97 $ 21825 14 2563.601 (19) Detour Guidance Assemblies + Portable Supports 10.2 SF/Each @ $0.16 SF/Da + $0.47 support/day) 75 PER DAY $39.94 $ 2,995.50 97 $ 3,874.18 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. i $ 20,252.38 $ 21,121.81 Minor Work Order No.1 - LED Llghtinq ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USEDTO DATE EXTENSION 1 2545.501 Electric Light System -1 LS $73.909.00 $ 73.909.00 $ 2 2545.501 Electric Light System 1 LS %75,830,38 $ 75 830.38 $ Total Minor Work Order No.1 $ 1921.38 $ Sunplemental Agreement No 1 ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2106.605 Muck Excavation E 26636 CY $4.31 $ 114,801.16 36689 $ 158.129.59 2 2105.522 Select Granular Borrow LV 9501) CY $10.44 $ 99,180.00 8340 $ 87,069.60 3 2105.523 Common Borrow L 14894 CY $3.60 $ 63.618.40 24328 $ 87 580.80 4 2105.604 1 Geotextile Fabric, Type 5 1 1600 1 SY 1 $4.50 1 $ 7,200.00 $ Total Supplemental Agreement No, 1 $ 274,799.56 $ 332,779.99 S:4vlunlclpa1W0TSEGM3881(3) ConstruclionTay Estimates and CO'slOT388 PE#3.XI5x PE-6 PAY ESTIMATE #3 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 MI—W-1, rl,,I— Aln I - P—H C1.hi I F—tf n OWNER 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 1233 $ 13,982.22 2 2451.609 Crushed Rock 3" Rec cle 300 TON 1 $38.93 $ 11,679.00 234 $ 9,109.62 Bid Schedule "A" Change Order No_ 1 Minor Work Order No. 1 Supplemental Agreement No. 1 Mindor Work Order No. 2 TOTAL TOTAL WORK COMPLETED TO DATE LESS 5% RETAINAGE: LESS PAY ESTIMATE NO.1 LESS PAY ESTIMATE NO.1 WE RECOMMEND PAYMENT OF: APPROVALS: ENGINEER: OWNER: CITY OF OTS Total Change Order No. 2 $ 28,689.00 $ 23,091.84 $ 3,122,398.24 $ 1,498,580.49 $ 20,252.38 $ 21,121.81 $ 1,921.38 $ $ 274,799.56 $ 332,779.99 $ 28,689.00 $ 23,091.84 $ 3,448,060.56 $ 1,875,574.13 $ 93,778.71 $ 457,681.93 $ 445,808.94 $ 878,304.56 INC. It all items and amounts are correct for the work completed to date. )CIATES, INC. payment for work and quantities as shown. Title: Date S:wlun1cio21%10TSEG0\3881(3) Construction\Pay Estimates and CO's10THB PE#3.xlsx PE-7 PAY ESTIMATE M3 - COST BREAKDOWN S.P. 217-112-002 & S.P. 086-637-033 70TH STREET NE/CSAH 37 IMPROVEMENT PROJECT CITY OF OTSEGO AND WRIGHT COUNTY Prri ArFarliila "A" Item No. Sec. Ref Description Unit Unit Price S.P. 217-112.002 S.P. 086-637-033 Total Used to Date Total "Used to Date" Extension R adway Storm Sewer TOTAL Rped-y Storm Sewer TOTAL Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension 1 2021.501 Mobilization LS $89234.00 0.46 $ 41047.64 0.03 $ 2677.02 OAS $ 43724.66 0.25 $ 22308.50 0.01 $ 89234 0.26 7 23200.84 0.75 $66925.50 2 2041.610 Trainees HR $1.00 400 $ 400.01) $ 400 $ 400.00 $ $ 0 $ 4DO $400.00 3 2101.501 Cleadn ACRE $2 550.DO 2.0 $ 5 100= $ 2.0 $ 5 10D.00 1:2 $ 3,060.00 $ 12 $ 3,060.00 3.2 $8 160.00 4 2101.506 Grubbing ACRE $2,550.00 2.0 S 5,100.00 $ - 2.0 $ 5 100.00 1.2 $ 3,060.00 $ 1.2 $ 3,060.00 3.2 $8 160.00 5 2104.501 Remove Curb & Gutter LF $3.13 $ $ 0 $ $ $ 0 $ 0 $0.00 5 2104.501 Remove Pipe Culverts LF $12.24 158 $ 1,933.92 $ 158 $ 1,933.92 365 $ 4,467.60 $ 365 $ 4,467.50 523 $6 401.52 7 2104.505 Remove Bituminous Pavement SY $1.54 $ $ 0 $ 13.548 20,863.921 $ 13,548 $ 20,863.92 13,548 $20 883.92 8 2104.509 Remove Bollards EACH $750.DO $ - S - 0 $ 2 $ 11500.00 $ 2 $ 1 500.DO 2 $1 500.00 9 2104.509. Remove Sin EACH $26.00 2 $ 52,00 S - 2 $ 52.00 8 $ 208.00 $ 8 $ 208,00 10 $260.00 10 2104.513 Sawing Bit Pavement Full Depth) LF $1.50 $ - $ - 0 $ $ $ 0 $ 0 $0.00 11 21040521 Salvage Barbed Wire Fence LF $3.00 $ $ 0 $ $ $ 0 $ 0 $0.00 12 2104.523 Salvage Casting EACH $100.00 $ - $ 0 $ $ $ 0 $ 0 $0.00 13 2105.501 Common Excavation P Cy $4.08 27,106 $ 110 592.48 $ 27,106 $ 110 592.48 15,586 $ 63.5088 $ 15,586 $ 63 590.88 42,692 $174 183.36 14 2105.505 Muck Excavation EV Cy $4.31 491 $ 2116.21 $ 491 $ 2116.21 1713 $ 7383.03 $ 1713 $ 7,383.03 2204 S9499.24 15 21 D5.521 Granu lar Bo rrow LV Cy $1 D.66 $ - $ - 0 $ $ $ 0 $ 0 $0.00 16 2105.523 iCommon Borrow LV Cy $3.60 1 11.055 $ 39 798.00 $ - 11.055 $ 39 798.00 1 2.043 $ 7,354.80 $ 2.043 $ 7 354.80 1 13,098 $47.152.80 17 21 D5.535 Salvaged To soil From Stockpile LV Cy $1.98 9,797 $ 19.398.06 $ - 9.797 $ 19 398.06 $ $ 0 $ 9,797 $19 398.06 18 2105.535 Salvaged Topsoil in Stockpile EV CY $1.41 35 591 1 $ 50,183.31 $ 35,591 $ 50 183.31 13,218 $ 18 637.38 $ 13,218 $ 18 637.38 48,809 $fib 820.59 19 22114501 Aglinegate Base Class 3 or 4 TON $6.39 29,512 $ 188 581.68 $ - 29,512 $ 188 581.68 10,332 111 66 021.48 $ 10,332 $ 66 021.48 39,644 $254 603.16 20 22111501 Aggregate Base Class 5 Mod TON $11.34 19,034 $ 215 845.55 $ - 19,034 $ 215 845.56 5,825 $ 66 055.50 $ 5,825 $ 66 055.50 24,859 $281 901.06 21 2221.501 Shoulder Base Aqqrgate Class 2 TON $28.44 $ - $ 0 $ $ $ 0 $ 0 $0.00 22 2232.501 Mill Bituminous Surface 1.5" SY $5.17 $ - $ - 0 $ - $ - $ 0 $ 0 $0.00 23 2357.502 Bituminous Material For Tack Coat GAL $2.1B $ - $ - 0 $ - $ - $ 0 $ 0 $0.00 24 2360.501 Type SP 9.5 Wearing Course Mixture 3 C) TON $64.97 $ $ 0 $ $ $ 0 $ 0 $0.00 25 2360.501 TVDc SP 12.5 Wearing Course. Mixture 2 .1 TON $58.56 $ - $ - 0 $ - $ $ 0 $ 0 $0.00 26 2360.502 Type SP 12.5 Non Wear Course Mixture 3 C TON $67.95 $ - $ - 0. $ $ $ 0 $ 0 $O.OD 27 1 2411.507 Concrete Flume EACH $332.00 6 $ 1.992.00 $ 6 $ 1,992.001 5 S 1660,00 $ 5 $ 1660.00 11 $3652.00 28 2501.515 12" RC Pipe Apron EACH $510.00 $ - 5 $ 2,550,00 5 $ 2,550.00 $ $ 0 $ 5 $2,550.00 29 2501.515 16' RC Pipe Apron EACH $510.00 1 $ - 5 $ 2 550.oD 5 $ 2,550.00 $ 1 $ 510.00 1 $ 510.00 6 $3 060.00 30 2601.615 18" RC Pipe Apron EACH $510.00 S - 1 $ 510.00 1 $ 510.00 $ - 4 $ 2 040.00 4 1 2,040.00 5 $2,550.00 31 2601.515 21 "RC Pipe Apron EACH $510.00 S 2 $ 1,020.00 2 $ 1,51 510.00 1 $ 510.00 3 $1 630.00 32 2501.515 24" RC Pipe Aron EACH $510.00 $ - 4 $ 2040.00 4 $ 2040.00 $ 2 $ 1020.00 2 $ 1020.00 6 $3060.00 33 2501.515 27" RC Pipe Aron EACH $510AD $ - 1 $ 510.00 1 $ 510.00 $ $ 0 $ 1 $510.0o 34 25D1.515 30" RC PI e Apron p EACH $612.00 $ - $ - 0 $ $ 2 $ 1 224.DO 2 $ 1 224.00 2 $1 224.00 35 25D1.515 48" RC Pipe Apron EACH $1 224.00 S 2 $ 2448.00 2 $ 2,448.00 $ $ 0 $ 2 448.OD 36 2501.525 28" Span RC Pipe -Arch Apron EACH $510.00 $ - 2 $ 1,020.00 2 $ 1,020.00 $ $ 0 $ 2 $1 020.D0 37 2501.561 18" RC Pie CulvertDesi n 3006 CL V all depths) LF $30.60 466 $ 14 259.60 $ 466 $ 14259SO 176 S 5 385.60 112 $ 3427.20 288 $ 8,811801 754 $23 07240 38 2501.561 24" RC Pipe Culvert Design 3006 CL III all depths) LF $37.00 $ - 56 $ 2,072.00 56 $ 2 D72.00 $ 80 $ 2 960.00 80 $ 2 960.00 1 136 $5 032.00 39 2501.561 48" RC Pipe Culvert Design 3006 CL III all depths) LF $133.00 $ - 128 $ 17 024.OD 128 $ 17 D24.00 $ $ 0 $ 128 $17 024.00 4D 2501,569 15" RC Safety Apron EACH $612.0D $ - 1 $ 612OD 1 $ 612.00 $ 1 $ 612.0D 1 $ 612.00 2 $1 224.00 41 2501.569 18" PC Safe Aron EACH $612.00 20 $ 12240.00 2 $ 1224.00 22 $ 13464400 12 $ 7344.00 $ 12 $ 7344.00 34 $20808.00 42 2501.569 24" RC Safety Apron EACH $612.00 $ 3 $ 1 835.00 3 $ 1,83600 $ S 0 $ 3 $1 836.00 43 2501.569 30" RC Safety Apron EACH $918.00 $ - $ - 0 $ $ 1 $ 918.00 1 $ 918.00 1 $918.00 44 2501.573 Install Culvert Marker EACH $60.00 $ - $ - 0 $ $ $ 0 $ 0 $0:00 45 2501.602 Outlet Structure EACH $2550.00 $ - 5 $ 12750.00 5 $ 12,760.00 $ $ 0 $ 5 $12750.00 45 2601,602 SafatV Grate for 24"RCApron EACH $1224.00 $ - $ - 0 $ - $ $ 0 $ 0 $0.00 47 2501.602 Safety Grate for 30" RCApron EACH $918.00 $ - $ - 0 $ - $ 1 $ 918.00 1 $ 918.00 1 $918.00 48 2501.602 Trash Guard for 24" Pipe Apron EACH $612.00 $ $ 0 $ $ 2 $ 1,224.00 2 $ 1224.00 2 $1 224.00 49 1 2501.602 Trash Guard for 27" Pipe Aron EACH $812.00 $ - 1 $ 612D0 1 $ 612.00 $ $ 0 $ 1 $512.0D 50 2501.602 ITrash Guard for 30" Pipe Aron EACH $512.00 $ - $ - 0 $ $ 1 $ 612.00 1 S 612.00 1 $612,00 51 2501.602 Trash Guard for 48"Pi eA ron Z8 EACH $1224.00 $ - 2 $ 2448.00 2 $ 2448A0 $ $ 0 $ 2 $2448.00 52 2501.602 Trash Guard for S anA ron EACH $512.00 $ - $ - 0 $ - $ - $ 0 $ 0 $D.00 53 2502.601 4" Precast Concrete Headwall EACH $204.00 42 $ 8,568.00 $ 42 $ 8,568.00 2D $ 4,080.00 $ 20 S 4,080.00 62 $12 648.00 54 2502.541 4" Part PVC Pipe Drain LF $6.12 1193 $ 7301.16 $ 1193 $ 7301.16 731 $ 4473.72 $ 731 $ 4473.72 1924 $11774.88 55 2502.541 8" Part PVC Pip. Drain LF $14.28 88 $ 1 256.64 $ 88 $ 1,256.64 85 $ 1,21180 $ 85 $ 1,21180 173 $2 470A4 56 25D3.541 2B" S an RC Pi a -Arch Sewer CL III LF $71.40 $ - IDS $ 7,568.40 106 $ 7 568.40 $ $ 0 $ 106 $7 568.40 57 2503.541 12" RC Pipe Sewer Desi n 3006 CL V all depths) LF $32.64 $ - 101 1 $ 3.296.64 101 $ 3,296.64 $ $ 0 $ 101 $3 296.64 58 25D3.541 15" RC Pipe Sewer Design 3006 CL V all depths) LF $34.68 $ - 1.596 $ 55 349.28 1,596 $ 55 349.28 $ 321 $ 11 132.28 321 $ 11,132.28 1,917 $BB 481.56 59 2503.541 18" RC Pipe Sewer Design 3006 CL V all depths) LF $34.68 $ - 620 $ 21 501.60 620 1$ 21 501.60 $ $ a $ 620 $21 501460 60 2503.541 21 RC Pi e, Sewer Design 3005 CL III all depths) LF $36.72 $ - 200 S 7,344.00 200 $ 7,344.00. $ 83 $ 3 047.76 83 $ 3,047.76 283 $10 391.76 61 2503.541 24" RC Pi a Sewer Desi n 3006 CL III all de the LF $36.76 $ - 202 $ 7 829.52 202 $ 7 829.52 $ $ 0 $ 202 $7 629.52 fit 25D3,541 27" RC Pipe Sewer Design 3006 CL III all depths) LF $45.90 $ - 81 $ 3 717.90 81 $ 3 717.90 $ $ 0 $ 81 $3 717:90 63 2503.541 30" RC Pipe Sewer Design 3006 CL 11I all depths) LF $51.00 $ $ 0 1 $ $ 432 1 $ 22 032.00 1 432 $ 22 032.00 432 $22 032:00 mx:�-raamryrtu Item No. Spec. Ref Descri tion Unit Unit Price S.P. 217-112-002 S.P. 086-637-033 Total Used to Date Total "Used to Date" Extension Ro.dway storm Sewer TOTAL R dw.y Storm Sewer TOTAL Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension Used to Date Cost Extension Used to Date Cost Extension "Used to Oate" Extension Cost Extension 64 2506.501 Construct Drains eSVucture Design 48-4020 LF $612.00 $ 27.30 $ 16707.60 27.30 $ 16707.60 $ 11.50 $ 7038.00 11.50 $ 7038.00 38.B0 $23745.60 65 2506.501 Construct Draina eSVucture Desi nS4A020 LF $918.00 $ $ D.OD $ $ 8.07 $ 7408.26 8.07 $ 7408.28 8.07 $7406.26 66 2506.501 Construct Draina a Structure Desi n 60-4020 LF $714.00 $ 11.90 $ 8,49Sfi0 11.90 $ B 496.60 $ $ c.OD $ 11.90 $8496.60 67 2506:501 Construct Draina a Structure Desi n 66-0020 LF $816.00 $ $ 4.60 $ 3 753.60 4.fi0 $ 3 753.60 4.fi0 $3 753.60 68 2506.501 Construct Drainage Structure Design H LF $408.00 $ - $ 0.00 $ $ 2.50 $ 1,020.00 2.50 $ 1,020.00 2-50 $1 D20.00 69 25D6.501 Construct Draina a Structure Desi n N LF $408.00 $ - BAB $ 3.453.92 8.49 $ 3,453.92 $ 26.49 $ 10 807.92 26.49 $ 10,80T92 34.96 $14 271.84 7D 2515.503 Articulated Interlocking Block Open Cell Type A SY $110.00 $ - 232 $ 25 520.00 232 $ 25 520.00 $ 68 $ 7.480.00 68 $ 7.480.00 300 $33.000.00 71 2521.501 4'ConcreteWalk SF $3.11 $ - $ - 0 1;- $ $ D $ 0 $0.00 72 2531.501 Concrete Curb & Gutter Desi n 8424 LF $13.00 4,000 $ 52 000.00 $ - 4,000 $ 52 000.00 400 $ 5,200.00 $ 400 $ 5.200.00 4.400 $57 200.00 73 2531.501 Concrete Curb & Gutter Design 8418 LF $11.30 1,500 $ 16 950.00 $ 1 50D $ 16 950.00 2,000 $ 22 600.00 $ 2 D00 $ 22 600.00 3,500 $39,550.00 74 2531.501 Concrete Curb &Gutter Desi n 851' LF $15.38 148 $ 2,276.24 $ 148 $ 2,276,24 275 $ 4.229.50 $ 275 $ 4.229.50 423 $6 505.74 75 2531.507 6" Concrete Drivewa. Pavement SY $39.72 $ - $ - 0 $ $ It 0 $ 0 $0.00 76 2531.618 Truncated Domes SF $36.72 $ - $ 0 $ $ $ 0 It 0 $0.00 77 2540.602 Install Mail Box S upp on EACH $143.00 $ - $ - 0 $ - $ $ 0 $ 0 $0.00 78 2545,501 Electric Light System LS $73 909.00 $ - $ - 0.00 $ - $ $ 0.00 $ 0.00 $0.00 79 2563.601 Traffic Control LS $7 548.00 1 0.33 $ 2 490.84 $ - 0.33 $ Z490.84 0.17 $ 1,28316 $ 0.17 $ 1 283.16. 0.50 $3 774.00 80 25644531 Si n Panels T e C SF $33.15MR - $ - 0 $ $ $ 0 $ 0 $0.00 81 2573.502 Silt Fence T e MS LF $2.34 2 $ - 14.888 $ 34 837.92 6.170 $ 14 437.80 $ 6.170 $ 14 437.80 21 05B $49 275.72 82 25730530 Storm Drain Inlet Protection EACH $153.00 $ - 0 $ - $ $ 0 $ 0 $0,00 83 2573.533 Sediment Control LogType Straw LF $2.04 2 $ - 468 $ 954.72 $ $ 0 $ 468 $954.72 84 2573.535 Stabilized Construction Exit LS $1 5DO.000 $ - 0 $ 495.00 0.33 $ 495:00 $ 0 $ 495.00 0.7 $990.00 85 25744508 FertilizerT e 1 LBS $0.77 $ 0 $ $ $ 0 $ 0 $0.00 86 2575.501 Seedin ACRE $102.00- $ - 0.0 $ $ $ 0.0 $ 0.0 $0.00 87 2575:502 Seedin Mixture-25-141 LBS $4.OB- $ - 0 $ - $ - $ 0 $ 0 $0.00 88 2575:502 Seedln MiMure-26-151 LBS $3.26- $ 0 $ - $ - $ 0 $ 0 $0.00 89 2575.511 Mulch MaterialT e1 TON $153.00- $ 0 $ $ $ 0 $ 0 $0.00 90 2575.523 iErDsion Control Blanket - Cate o 2 SY $1.22 500 $ 610.01) $ - Sao $ 610.00 $ $ 0 $ 1 500 $610.00 91 25BO.601 Interim Pavement Markin -Paint LS $B 740.00 $ - $ - 0.00 $ $ $ 0.00 $ 0.00 $0.00 92 2582.501 Pavement Massa a Left Arrow -Paint EACH $71AD $ - $ - 0 $ - $ $ 0 $ 0 $0.00 93 2582.501 Pavement Messa a Ri ht Arrow -Paint EACH $71.40 $ - $ - 0 $ - $ $ 0 $ 0 $0.00 94 2582.501 Pavement Messa a Thru Arrow -Paint EACH $71.40 $ - $ - 0 $ - $ $ 0 $ 0 $0.00 95 2582.501 Pavement Messa a Yield -Paint EACH $112.20 $ - $ - 0 $ $ $ 0 $ 0 $0.00 96 2562.502 4" Solid Line White -Paint LF $0.09 $ - $ - 0 $ $ $ 0 $ 0 97 2582.502 8" Solid Line White - Paint LF $0.09 $ - $ - 0 $ $ $ 0 $ 0 $0.00 98 25B2.502 8" Dotted Line White. -Paint LF $1.53 $ - $ - 0 $ - $ $ 0 $ 0 $0.00 99 25B2.502 12"Sto Line White -Paint LF $2.55 $ - $ - 0 $ - $ $ 0 $ 0 $0.00 100 2582.502 4" Solid Line Yellow -Paint LF $0.09 $ - $ - 0 $ - $ $ 0 $ 0 $0.00 101 2582.502 24" Solid Line Yellow - Paint LF $2.45 $ - $ - D $ - $ $ 0 $ 0 $0.00 102 2582.502 4" Double Solid Line Yellow- Paint LF $0.17 $ - $ - 0 $ $ $ 0 $ 0 103 25824603 Pavement Marking Special - Paint LF $4.59 $ - $ 0 $ $ $ O $ D a a a I al,asa,onu.aa Chance Order No. 1 MnDOT PRICES Item No. Sec. Ref %Erl tion Unit Roadway Used to Unit Price Date Cost Extension S.P. 217-112-002 S.P. 086-637-033 TOTAL "Used to Date' Cost Total Used to Extension Extension Date Total "Used to Date' Extension Storm Sewer TOTAL Roadway Storm Sewer Used to Data Cost Extension "Used to Date" Extension ..at Extension Used to Date Cost Extension Used to Date Cost Extension 1 2104.505 Additional Bituminous Pavement Removed CY $10.08 0 $ - 791 $ 7,973.281 1 791 $ 7,973.28 791 $7 973.20 2 2021.501 Mobilization EACH $412.50 $ - $ - D $ - 3.00 $ 1237.50 $ 3.00 $ 1237.50 3.00 $1237.50 3 Relocate Special Sin EACH $6D5,00 $ - $ - 0 $ - $ $ 0 $ 0 $0.00 signs installed on 61231f5 4 2563.601 48" Road Closed Ahead PER DAY $0.75 $ - $ - 0 $ - 106 $ 79.50 $ 106.00 $ 79.50 106.00 $79.50 6 2563.601 48"Detour Ahead PER DAY $0.75 $ - $ - 0 $ 106 $ 79.50 $ 106.00 $ 79.50 106.OD $79.50 6 2563,601 (') Detour Guidance Assemblies+Portable Supports 10.2 SF/Eso $0.16 SFlDa + $0.47 su onlda PER DAY $16.82 $ - $ - D $ 106 $ 1,782.92 $ 106.00 $ 1,782.92 106.00 $1 782.92 7 2563.601 3 T e III Barricades $153//Each/Da PER DAY $4.50 S - $ - 0 $ - 106 $ 486.54 $ 106.00 $ 486.54 106.00 $486.54 B 2563.601 6 Type A Flasher $0.25//Each/Da PER DAY $1.50 $ - $ - 0 $ - 106 $ 159.00 g 106.00 $ 159.00 106.00 $159.00 9 2563.601 (4) 60" x 3D" Road Closed Miles Ahead Sign (12.5 SF/Each $0.16 SF/Da PER DAY $8.00 $ - $ - 0 $ - 106 $ 948.00 $ - 106.00 $ 848.00 106.00 $848.00 10 2503.601 (2) 48 x 18" Detour Sign (6 SF/Each @ $0.16 SF/Day) I PER DAY 1 $1.92 $ $ 0 $ 106 $ 203.52 $ 106.00 $ 203.52 106.00 $2D3.52 Item No. Sec. Ref Descrl lion Unit S.P. 217-112-002 S.P. 086-037-033 Total Used to Date Total "Used to Date" Extension Roadwa Storm Sewer TOTAL Roadway Storm Sewer TOTAL Unit Price Used to Date Cost Extension Used to Date Cost E#ension "Used to Date Extension Cost Ertensicn Used to Date Cost Ertensicn Used to Date Cost Extension "Used to Date" Extension Cost E�dension Signs Installed on 6430115 11 2563:601 (9) Detour Guidance Assemblies+Portable Supports 10.2 SF/Each. $0.16 SF/De +$0.47 su oNda PER DAY $18.92 $ - $ - 0 $ 99 $ 1,873.08 $ 99 $ 1 873.08 99 $1 873.08 Signs Installed an 712115 12 2563.601 2 48" Road Closed SI n $0.75 er si n/de PER DAY $1.50 $ - $ - 0 $ - 97 S 145.50 $ 97.00 S 145.50 9700 S145.50 13 2563.601 3 48" Detour Aheed Sin $0.75 ar si�./.d PER DAY $2.25 $ - $ - 0 $ - 97 $ 218.25 $ 97.00 $ 218.25 97.00 $21825 2563601 etour Guidance Assemblies + Porta14 Supports (10.2SF/Each@$0.16SF/Day7 su orVde PER DAY $39.94 $ - $ - 0 $ - 97 $ 3 874.18 $ 97.00 $ 3 874.18 97.00 $3 674.18 15 2563.601 (2) Special B4" x 48" Signs (28 SF/Each @ $38.59 SF) SF $38.59 $ - $ - 0 $ - 56 $ 2, 161,D4 $ 56.00 $ 2,161:04 56.00 $21.1.04 Total- Change Order No. 1 $ - $ S $ 21,121.81 $ S 21,121.81 $21,121.81 Miner Work Order Mn_ 1 _ f Fr) I inhtinn Item No. Sec. Ref Descri lion Unit S.P. 217-112-002 S.P. 086-637-033 Total Used to Date Total "Used to Rate" Extension Roadway Storm Sewer TOTAL Roadway I Storm Sewer I TOTAL Unit Price Used to Date Cost Extension Used to Date Cost Extension "Used to Date' Extension Cost Extension Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Ertensicn 1 2545.601 Electric Light System LS S73,909.00 F $ - $ - 0 $ - $ $ 0 $ 0 - $0.00 2 1 2545,501 Electric Light System LS I $ - 0 $ - $ $ 0 1 S 0 $D:DO Cnnnlcmontal 5nromm�nt file 1 Item No. Sec. Ref Descri ion Unit S.P. 217-112-002 S.P. 08M37-033 Total Used to Date Total "Used to Date" Extension Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Unit Price Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension Used to Oete Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension 1 2105.505 Muck Excavation EV CY $4.31 22647 $ 97177.57 $ - 22,547 $ 97177,57 14142 $ 60952.02 $ 14142.00 $ 60952.02 11 89.00 $158129.59 2 2105.522 Select Granular Borrow LV CY $1 D.44 $ - $ 0 $ - B 340 $B7 069.60 $ B 340.00 $ B7 069.fi0 8 340.00 $87 069.60 3 2105.523 Common Borrow LV Cy $3.60 14 674 $ 52 826.40 $ - 14 674 $ 52 828,40 9 854 $ 34 754.40 $ 9,654.00 $ 34 754AD 24 328.00 $87 580.80 4 2105.604 Geotex0le Fabric, Type 5 Sy $4.50 $ - $ - 0 $ - $ $ 0.00 $ 0.00 $0.00 Minor Work Order No. 2 Item No. Sec. Ref Descri lion Unit S.P. 217-112-002 S.P. 086-637-033 Totes Used to Date Total "Used to Date"Extension Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Unit Price Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension j:7 Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension 1 2211.501 A re ate Base Class 5 Mod TON $11.34 866 $ B 620.44$ 4 1fi1.7B $ 367 $ 4,161.78 1,233 $13:9 2.22 2 2451.609 Crushed RocK IT' Recycle) TON $38.93 164 $ 6,384.52 $ - 150 $ 5,839.50 70 $ 2,725.10 $ 70.00 $ 2,725.10 234.00 $9,109.62 oral - tumor work Order No. z $ 16,204.96 $ - $ 15,659.94 $ 6,886.88 S $ 6,886.88 S 23,091.84 PROJECT TOTALS= $ 1,216,743.37 $ 658,285.74