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09-217.00 Inland Asphalt: Pines-Mansfield Corridor Congestion Relief
AMINk Washington State VAP Department of Transportation Change Order Date 12/15/2009 Page I of 5 Pages Contract Number 08-016 Federal Aid Number Contract Title Pines-Manfield Corridor Congestion Relief Project CM-9932 (032) Change Order Number 37 Prime Contractor Inland Asphalt Ordered by Engineer under the terms of Section 1-04.4 of the Standard Specifications ❑ Change proposed by Contractor Endorsed By Surety Consent k~L Contracto Attorney on Fact r Date Date Original Contract Amount 3,061,916.95 Current Contract Amount 3,483,516.72 Estimated Net Change This Order 468,076.23 Estimated Contract Total After Change 3,951,592.95 Approval Required ❑ Region ❑ Olympia Service Center dZJ Local Agency If the amount authorized in the Local Agency Agreement is exceeded and federal funds are not available for this change, the Local Agency will assume the total cost of this Change Order. ® Approval Recommended Approved Project neer Approved reement A vin Authorit er C A A p g y p . . g Date Date Approval Recommended LJ Approved Other Approval When Required By Signature Date Date Representing DOT Form 140-005 EF Revised 10/97 C,09 - 2-17 CHANGE ORDER Page 2 of 5 Contract No: 08-016 Change Order No. 37 This Contract is revised as follows: Description of Work This Change Order adjusts the final contract amount to reflect the final quantities constructed and installed under this contract. Payment Final Payment shall be made at unit prices for all items as reflected in the attached contract item listing. The final, total contract price including all change orders is revised to $3,951,532.95. Contract Time Contract time will not be adjusted as a result of this Change Order. Change Order 37: Final Quantity Reconciliation Pines-Mansfield Corridor Congestion Relief Project Project CIP No. 0005 (contract 08-016) F.A. Project No. CM-9932(032) TIB Project Number 9-E-032(016)-1 Original Contract Values TOTAL WORK PROJECT TO DATE ITEM NUMBER ITEM Unit TOTAL QUANTITY Unit Price Total Cost QUANTITY TOTAL COST QUANTITY CHANGE COSTCHANGE 1 MOBILIZATION L.S. 1 $181,000.00 $181.000.00 100% $181.000.00 0.00 0.00 2 CLEARING AND GRUBBING ACRE 3.57 $2,250.00 $8,032.50 2.74 $6.165.00 -0.83 1,867 501 3 REMOVAL OF STRUCTURE AND OBSTRUCTION L.S. 1 $25,700.00 $25,700.00 100% $25,700.00 0.00 000 4 REMOVING CEMENT CONC. SIDEWALK S.Y. 34 $8.25 $280.50 220.00 $1.815.00 186.00 1.534 `,O 5 REMOVING CEMENT CONC. CURB L.F. 100 $3.10 $310.00 584.00 $1,810.40 484.00 1.50 6 REMOVING ASPHALT CONC. PAVEMENT S.Y. 3,720.00 $3.10 $11,532.00 3.922.50 $12.159.75 202.50 627 7 REMOVING TRAFFIC ISLAND SY 292 $5.15 $1,50380 288.99 $1,488.30 -3.01 (11 8 REMOVING GUIDE POST EACH 26 $10.25 $266.50 18.00 $184.50 -8.00 (82 9 REMOVING TEMPORARY PAVEMENT MARKING L.F. 13,904,00 $0.10 $1.390.40 689.00 $68.90 -13,215.00 (1.32' 10 REMOVING PAINT LINE LF. 470 $0.90 $423.00 391 00 $351.90 -79.00 (7' 11 ROADWAY EXCAVATION INCL. HAUL C.Y. 19,989.00 $810 $163,909.80 21,997.00 $180,375.40 2,008.00 16,4C' 12 SWALE EXCAVATION INCL. HAUL Cr. 1,100.00 $8.20 $9,020.00 1.842.00 $15.104.40 742.00 6.08- 13 GRATE INLET TYPE 2 EACH 11 $2,570.00 $28,27000 11.00 $28.270.00 0.00 14 COMBINATION INLET EACH 2 $1,645.00 $3,290.00 3100 S4,935.00 1.00 1,645. 15 CURB INLET TYPE 2 EACH 11 $770.00 $8,470.00 8.00 $6,160.00 -100 2,310: 16 PRECAST CONCRETE DRYWELL TYPE B -SWALE EACH 7 $2,000.00 $14,000.00 6.00 $12.000 00 -1.00 2.000 17 CL. IV REINF. CONC. CULV. PIPE 12 IN. DIAM. L.F. 1,070.00 $51.40 $54,998.00 1,039.00 $53.404.60 -31.00 (L597'- 18 QUARRY SPALLS CY. 14.3 $45.00 $643.50 14.30 564150 0.00 19 METAL FRAME TYPE 1 AND GRATE TYPE 1 EACH 12 $206.00 $2,47200 12.00 $2.472.00 0.00 _ 20 METAL FRAME TYPE 2 AND GRATE TYPE 3 EACH 5 $260.00 $1,300.00 9.00 $2.340.00 4.00 _ 1,04 21 METAL FRAME TYPE 4 AND GRATE TYPE 4 EACH 7 $210.00 $1,470.00 - 50.00 -7.00 (1,471 22 CATCH BASIN TYPE 1 EACH 15 $1,540.00 $23,10000 1900 . $29,260.00 4.00 6,16_' 23 CATCH BASIN TYPE 2 48 IN. DIAM. EACH 2 $3,100.00 $6,20000 2.00 $6,200.00 0.00 n 24 SCHEDULE A STORM SEWER PIPE 12 IN. DIAM. L.F. 1,684.00 $25.50 $42,942.00 1,731.00 $44,140.50 47.00 1,196 25 SCHEDULE A STORM SEWER PIPE 18 IN. DIAM. L.F. 492.5 $51.40 $25.314.50 405.00 $20.817.00 -87.50 (4.497 - 26 CRUSHED SURFACING BASE COURSE C.Y. 5,180.00 $38.25 $198,135 00 6,836.73 $261.504.92 1.656.73 63.369 `,2 27 CRUSHED SURFACING TOP COURSE C Y' 140 $69.25 $9,695.00 201.92 $13,982.96 61.92 4.2A:7 28 ANTI-STRIPPING ADDITIVE DOL. EST. $1,950.00 $1,950.00 $000 -1.00 1.95, _ 29 CEMENT CONC. PAVEMENT - INCLUDING DOWELS Cy. 1,191.77 $215.00 $256.230.55 1.230.00 $264.450.00 38.23 8,21 . 30 EPOXY-COATED TIE BAR WITH DRILL HOLE EACH 262 $10.30 $2,698.60 30001 -262.00 (2.69- 31 CEMENT CONC. TRUCK APRON 8 IN. DEPTH S.Y. 695 $41.00 $28.495.00 742.50 530,442.50 47.50 1,941 32 PLANING BITUMINOUS PAVEMENT S.Y. 12,440.00 $2.00 $24,880.00 12.263 00 $24,52600 -177.00 (354.00) 33 ASPHALT CONC. - MISCELLANEOUS AREAS Sv. 445.3 $25.50 $11,355.15 890.06 $22.69653 444.76 11,34138 34 HMA CL. 112 IN. PG 70-28 TON 6,965.00 $81.80 $569,737.00 8.013.79 $655.528.02 1,048.79 85,791.02 35 JOB MIX COMPLIANCE PRICE ADJUSTMENT CALL $5.410.00 $5.410.00 $5,410.00 50.00 -5,410.00 (5,410.00) 36 COMPACTION PRICE ADJUSTMENT CALC $3,030.00 $3,030,00 $3,030.00 7,591.04 $7.591.04 4,561.04 4,561.04 37 LONGITUDINAL JOINT SEAL L.F. 1,870.00 $1.05 $1,963.50 1,87000 $1.963.50 0.00 38 IRRIGATION SYSTEM L.S. 1 $20,500.00 $20,500.00 100% $20,500.00 0.00 39 ESC LEAD DAY 65 $140.00 $9,100.00 2800 $3,920.00 -37.00 (5.18 40 SILT FENCE LF. 2,860.00 $420 $12.012.00 3260.00 $13,692.00 400.00 1.68,.- 41 EROSION[WATER POLLUTION CONTROL DOL. EST. $5.250,00 $5.250 00 - $0.00 -1.00 (5.2" 42 SEEDING, FERTILIZING, AND MULCHING ACRE 1.86 $2,300.00 $4,27800 2.60 55.980.00 0.74 1,7'- 43 TOPSOILTYPEA C.Y. 590 $28.80 $16,992.00 494.00 $14.227.20 -96.00 (2.7E'' 44 SOD INSTALLATION S.Y. 3,620.00 $5.50 $19,910.00 4,378.00 $24.079.00 758.00 4.16_ .,i. 45 CEMENT CONC. TRAFFIC CURB AND GUTTER L.F. 1,511.00 $8.75 $13,221 25 1-623 00 $14.201 25 112.00 980.00 46 CEMENT CONC. TRAFFIC CURB LF, 672 $8.75 $5,88000 615.00 S5,38125 -57.00 (498.75) 47 CEMENT CONCRETE CURB TYPE A L.F. 1,792.00 $8.75 $15,680 00 2.469.30 $21,606.38 677.30 5,926.38 48 CEMENT CONCRETE CURB TYPE B LF. 3,341.00 $8.75 $29,233.75 3.395.65 $29,711.94 54.65 478.19 49 CEMENT CONCRETE CURB TYPE M L.F, 520 $12.35 $6,422.00 1,297.00 $16.017.95 777.00 9,595.95 50 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB L.F. 75.5 $20.50 $1,547.75 73,50 $1.506.75 -2.00 (41.00) 51 ROUNDABOUT TRUCK APRON CEM. CONC CURB AND GUTT LF 295 $10.30 $3,038. 50 295.00 53,038.50 0.00 0.00 52 EXTRUDED CURB L.F. 604 $10.30 $6,221 2C 721 00 $7,426.30 117.00 1,205.10 53 MODIFIED EXTRUDED CURB LF 303 $10.30 $3,120.90 108 50 $1.117.55 -194.50 (2,003.35) 54 TEMPORARY CONC. BARRIER L.F. 110 $26.00 $2,860 00 132.00 $1432.00 2200 . 572.00 55 TRUCK-MOUNTED IMPACT ATTENUATOR EACH 1 S5,100.00 $5.100.00 - 50.00 -1.00 (5.100.00) 56 OPERATION OF TRUCK-MOUNTED IMPACT ATTENUATOR HR 160 $20.50 $3,280.00 $000 -160.00 (3.280.00) Change Order 37: Final Quantity Reconciliation Pines-Mansfield Corridor Congestion Relief Project Project CIP No. 0005 (contract 08-016) F.A. Project No. CM-9932(032) TIB Project Number 9-E-032(016)-1 Original Contract Values TOTAL WORK PROJECT TO DATE ITEM NUMBER ITEM Unit TOTAL QUANTITY Unit Price Total Cost QUANTITY TOTAL COST QUANTITY CHANGE COST CHAN 57 REPAIR TRUCK-MOUNTED IMPACT ATTENUATOR DOL EST. $4,000.00 $4,000.00 $0.00 -1.00 4,000 c. 58 FLEXIBLE GUIDE POST EACH 27 $36.00 $972.00 29.00 $1.044.00 2.00 72 59 PAINT LINE L.F. 8,987.00 $0.25 $2,246.75 9,83000 $2.457.50 843.00 21C 60 PLASTIC LINE L.F, 8,236.00 $0.95 $7,824.20 8,731 00 58.294.45 495.00 471,_ 61 PLASTIC DROP LANE LINE L.F. 90 $1.70 $153.00 169.00 $287.30 79.00 13.' 62 PLASTIC WIDE LINE L.F. 4,078.00 $2.30 $9,379.40 7.180.00 $16,514.00 3,102.00 7,13%-. 63 PLASTIC CROSSWALK LINE SF. 2,404.00 $5.50 $13.222.00 2.032.00 $11.176.00 -372.00 (2,04t 64 PLASTIC STOP LINE LF. 575 $10.50 $6,03750 378.50 51974.25 -196.50 (2.06:. 65 PLASTIC TRAFFIC ARROW EACH 51 $74.00 $3.774.00 5000 $3.700.00 -1.00 (7-1 - 66 PLASTIC RAILROAD CROSSING SYMBOL EACH 5 $680.00 $3,400.00 2 00 $1,360.00 -3.00 (2,04, 67 PLASTIC BICYCLE LANE SYMBOL EACH 14 $115.00 $1,610.00 16.00 51.840.00 2.00 23, 68 TEMPORARY PAVEMENT MARKING L.F. 23,030.00 $0.10 $2,303.00 20,691.00 $2,069.10 -2,339.00 (23? - 69 PERMANENT SIGNING LS, 1 $78,350.00 $78,350.00 100% $78,350.00 0.00 70 ILLUMINATION SYSTEM 1-PINES/MONTGOMERY L.S 1 $20.600.00 $20,600.00 100% $20.600.00 0.00 71 ILLUMINATION SYSTEM 2-PINES/INDIANA/WN RAMP L.S. 1 $36,000.00 $36.00000 100% $36,000,00 0.00 _ 72 ILLUMINATION SYSTEM 3-PINES/MANSFIELD L.S. 1 $71,000.00 $71,000.00 100% $71.000.00 0.00 73 ILLUMINATION SYSTEM 4-PD RAMP LS. 1 $3,900.00 $3,900.00 100% 53.900.00 0.00 74 ILLUMINATION SYSTEM FOR ROUNDABOUT L.S. 1 $21,000.00 $21,000.00 100% $21,000.00 0.00 75 TRAFFIC SIGNAL SYSTEM 1-PINES/MONTGOMERY LS. 1 $148.000.00 $148,000.00 100% $148.000.00 0.00 76 TRAFFIC SIGNAL SYSTEM 2-INDIANANVB OFF RAMP LS. 1 $64,000.00 $64,000.00 100% $64.000.00 0.00 77 TRAFFIC SIGNAL SYSTEM 3-PINES/MANSFIELD L.S. 1 $126,000.00 $126,000.00 100% $126,000.00 0.00 78 SEQUENTIAL ARROW SIGN HR 2,960.00 $2.80 $8,288.00 6,751.50 $18,904.20 3,791_50 10,610 79 PORTABLE CHANGEABLE MESSAGE SIGN EACH 4 $2,800.00 $11,200.00 4.00 $11,200.00 0.00 0 80 OPERATION OF PORTABLE CHANGEABLE MESSAGE SIGN HR 8,400.00 $1.00 $8.400.00 6,802.00 $6,802.00 -1,598.00 1,59F 81 OTHER TRAFFIC CONTROL LABOR HR 370 $42.50 $15,725.00 2,770.50 $117,746.25 2,400.50 102.02 82 FLAGGERS AND SPOTTERS HR 5,280.00 $40.00 $211,200.00 8.524.70 $340.988.00 3,244.70 129,7F,, 83 OTHER TEMPORARY TRAFFIC CONTROL L.S. 1 $15,500.00 $15,500.00 100% $15,500.00 0.00 84 TRAFFIC CONTROL SUPERVISOR Ls, 1 $35.250.00 $35,250.00 100% $35.250.00 0.00 85 CONSTRUCTION SIGNS CLASS A S.F. 1,270.00 $8.20 $10,414.00 1.077.00 $8.831.40 -193.00 (1,5F2 - 86 CEMENT CONC. TRAFFIC ISLAND S.Y. 513 $23.15 $11,875.95 383.80 $8.884.97 -129.20 (2,990.98) 87 CEMENT CONC. SIDEWALK S.Y. 3,672.00 $19.50 $71,60400 3,856.22 $75,196.29 184.22 3,592.29 88 ISLAND TREATMENT S.Y. 140 $23.00 $3,220.00 87.30 S2.00790 -52.70 (1,21210) 89 CEMENT CONCRETE BICYCLE RAMP EACH 8 $360-00 $2,880.00 3.00 S1,080.00 -5.00 1,800.00 90 CEMENT CONC. DRIVEWAY ENTRANCE TYPE 1 S.Y. 532 $30.00 $15,960.00 510.28 $15.308.40 -21.72 (651.60) 91 CEMENT CONC. SIDEWALK RAMP TYPE 2 EACH 10 $740.00 $7,400.00 12.00 $8.880.00 2.00 1,480.00 92 CEMENT CONC. SIDEWALK RAMP TYPE 4A EACH 2 $740.00 $1,480.00 2.00 $1.480.00 0.00 0.00 93 CEMENT CONC. SIDEWALK RAMP TYPE 4B-MODIFIED EACH 4 $740.00 $2,960.00 3.00 $2.220.00 -1.00 (740.00) 94 CEMENT CONC. SIDEEWALK RAMP TYPE 5 EACH 8 $515.00 $4,12000 9.00 54,635.00 1.00 515.00 95 CHAIN LINK FENCE TYPE 3 L.F. 883 $19.50 $17,218.50 901 00 517,569.50 18.00 351.00 96 CEMENT CONC. CURB WALL L.F. 372 $31.00 $11,532.00 386.00 $11,966.00 14.00 431 97 ABANDON EXISTING DRYWELL EACH 14 $515.00 $7,210.00 14.00 ST210.00 0.00 98 REMOVE AND RESET MAILBOX EACH 4 $515.00 $2,060.00 $0.00 4.00 (206t' 99 ADJUST INLET EACH 3 $360.00 $1,080.00 3.00 $1.080.00 0,00 100 ADJUST MANHOLE EACH 11 $515.00 $5,665.00 14.00 $7.210.00 3.00 1,54E 101 CLEANING EXISTING DRAINAGE STRUCTURE LS. 1 $1,550.00 $1,550.00 0% $0.00 -1.00 (1,5E._ 102 ADJUST VALVE BOX EACH 6 $260.00 $1,56000 10 00 52.600.00 4.00 1,04, 103 ROADSIDE CLEANUP DOL. EST. $5,000.00 $5,000.00 50.00 -1.00 (5,0?~, 104 TRIMMING AND CLEANUP L.S. 1 $7,200.00 $7.200 CO 100% 57,200.00 0.00 105 MINOR CHANGE CALC $2.00 $2.00 $0.00 0.00 (2 106 SPCC PLAN L.S. 1 $600.00 $600.00 100% $600.00 0.00 G 107 CONSTRUCTION GEOTEXTILE FOR SEPARATION S.Y 6.000.00 $2.10 $12,600.00 $0.00 -6,000.00 (12,600 108 AGGREGATE COMPLIANCE PRICE ADJUSTMENT CALC $4,320.00 $4.320.00 $0.00 0.00 (4,321 109 REIMBURSEMENT FOR THIRD PARTY DAMAGE DoL EST. S500 55.00 69 12 $345.60 6.81 3-1.. 110 LICENSED SURVEYING ooL EST. $10 000 00 ? n0 93% $9.27713 -0.07 (72. = - W a4a»;, ~'I $3.466,928.93 Change Order 37: Final Quantity Reconciliation Pines-Mansfield Corridor Congestion Relief Project Project CIP No. 0005 (contract 08-016) F.A. Project No. CM-9932(032) TIB Project Number 9-E-032(016)-1 Original Contract Values OT WORK PROJECT TO GATE REM ITEM NUMBER x C01 TEMPORARY FENCE (added to BI#105) Unit L.S. TOTAL QUANTITY 1 Unit Price $4,782.40 Total Cost $4,782.40 QUANTITY r 1.00 TOTAL COST x, $4,78240 QUANTITY CHANGE 0.00 COSTCHANGE 0.00 C02-1 ILLUMINATION CREDIT L.S. 1 ($8,964.07) ($8,964.07) 1.00 -$8,964.07 0.00 0.00 C03 SIGN FLASHER (record in Item #105 when completed) L.S. 1 $3,441.76 $3,44176 1.00 53.441.76 0.00 0.00 C04-1 ROUNDABOUT ILLUMINATION DELETION L.S. 1 ($13,000.00) ($13,000 00) 1.00 -$13.000.00 0.00 0.00 C05-1 GEOGRID SY 2689 $8.96 $24,093.44 2,689,00 $24,093.44 0.00 0.00 C05-2 SELECT BACKFILL CY 1793 $2121 $41,615.53 1,793.00 $41,615.53 0.00 0.00 C05-3 MONTGOMERY ROAD CLOSURE DETOUR L.S. 1 $730.24 $730 24 1.00 $730.24 0.00 0.00 C06 PEDESTRIAN POLE (added to BI#105) LS 1 $678.85 $67885 1.00 $678.85 0.00 0.00 C07-1 C900 PVC 12 INCH DIAM LF 216 $51.40 $11,102.40 216.00 $11,102.40 0.00 0.00 C07-2 ADDITIONAL STRUCTURE EXC. EQUITABLE ADJUSTMENT LS 1 $2,000.00 $2,000.00 1 00 $2.000.00 0.00 0.00 C08 SUBGRADE REPAIR - CDF (added to BI #105) LS 1 $335.83 $335.83 1.00 $335.83 0.00 0.00 C09 DUCTILE IRON PIPE 8 INCH DIAM LF 60 $60.00 $3,600.00 80.00 54,800.00 20.00 1,200 00 C010 LUMINAIRE BASE RELOCATION LS 1 $6,720.00 $6,720.00 100% 56,720.00 0.00 000 C011-1 SS REVISIONS -PINES/MANSFIELD INTERSECTION LS 1 $10,380.00 $10.380.00 100% $10,380.00 0.00 0 00 C011-2 SS REVISIONS -PERRINE COURT APARTMENTS LS 1 $3,920.00 $3,920.00 100% $3,920.00 0.00 0 00 C012 CONCRETE PANEL LAYOUT REVISIONS (added to BI#105) LS 1 $768.40 $768.40 100% $768.40 0.00 0.00 C014-1 PRECAST CONCRETE DRYWELL TYPE A - SWALE EA 2 $2,000.00 $4,000.00 2.00 $4,000.00 0.00 0 00 C014-2 C900 PVC 8 INCH DIAM LF 274 $25.50 $6.987 00 51.50 S1,313.25 -222.50 (5.673 75) C014-3 ROCK EXCAVATION FOR DRAINAGE ESL 1 $24,523.24 $24,523.24 1.00 $24,523.24 0.00 0.00 C015 RIGHT TURN WIDENING LS 1 $1,556.63 $1,556.63 100% 51.556.63 0.00 0.00 C016 TRUNCATED DOMES - ADA TACTILE WARN EA 9 $207.20 $1,864.80 9.00 $1.864.80 0.00 0.00 C017 250W LUMINAIRE HEADS LS 1 $3,414.01 $3,41401 100% 53.414.01 0.00 0.00 C018 UPRR CONTROL HOUSE CONNECTIVITY LS 1 $3,885.22 $3,88522 100% $3,885.22 0.00 0.00 C019 BIKE RAMP CURB REVISIONS LS 1 $2,612.96 $2,612 9E 100% $2,612.96 0.00 0.00 C020 COLD WEATHER PROTECTION - OCT LS 1 $1,624.00 $1,62400 100% S1,624.00 0.00 0.00 C021 COLD WEATHER PROTECTION - NOV LS 1 $4,032.00 $4,03200 100% $4,032.00 0.00 0.00 C022 IRRIG REPAIRS SE CORNER PINES/MANSF LS 1 $4,754.01 $4,754.01 100% $4,754.01 0.00 0.00 C023-1 OTHER TEMPORARY TRAFFIC CONTROL - ADDED DAYS Day 18 $240.80 $4,334.40 105.00 $25.284.00 87.00 20,949.60 C023-2 TRAFFIC CONTROL SUPERVISOR - ADDED DAYS Dey 18 $551.04 $9,918.72 105.00 $57.859.20 87.00 47,940.48 C024 IRRIGATION ADDITIONS AND DELETIONS LS 1 $4,205.12 $4,205.12 100% $4,205 12 0.00 0.00 C025 ADDITIONAL SIDEWALK AND ADA RAMPS LS 1 $11,618.88 $11,618.88 100% $11,618.68 0.00 0.00 C026 ADDITIONAL CONDUIT FOR UPRR CROSSING LS 1 $13,28129 $13,283.29 100% $13,283.29 0.00 0.00 C027 UPRR SIGNAL INTERCONNECT LS 1 $1,120.31 $1,120.31 100% $1.120.31 0.00 0.00 C028 RECONSTRUCT SEWER MANHOLE - MONTGOMERY LS 1 $1,578.63 $1,578.63 100% $1.578.63 0.00 0.00 C029 MISCELLANEOUS SIGNING REVISIONS LS 1 $2,961.81 $2,961 81 1017% $2,961.81 0.00 (0.00) C030 DELAY CLAIM - ELECTIRCAL SUBCONTRATOR LS 1 $14,637.48 $14,637.48 100% $14,63748 0.00 0.00 C031 ADDITIONAL CURB WALL LS 1 $5,201.28 $5.201 28 100% $5,201.28 0.00 0.00 0032-1 PROJECT MANAGEMENT COMPENSATION DAY 40 $560.00 $22,400.00 40.00 $22,400.00 0.00 0.00 C033 TRAFFIC CONTROL EQUIPMENT LS 1 $10,332.00 $10,332.00 100% $10,332.00 0.00 0.00 C034 FENCE TIE-IN REPAIRS LS 1 $4,792.12 $4,792 12 100% 54,792.12 0.00 0.00 C035 ROCK EXCAVATION - PINES-MANSFIELD SIGNAL LS 1 $1,905.00 $1,90500 100% $1.905.00 0.00 0.00 C036 DELAY CLAIM - EARTHWORK SUBCONTRACTOR LS 1 $160,500.00 $160,50000 100% $160,500.00 0.00 0.00 Change_ Order subtotal $420,247.69 $484,664.02 FINAL CONTRACT TOTAL: $3,951,592.95