PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 05/28/26 EST. NO. 014 TIME 01:43 PM R.E. NAME: WORDEN EDWARD 02-3H70U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 008 0007 5,587.91 E.W. @ F.A.(+) 031326 N 0031.0 0008 1,789.74 031126 N 0032.0 0009 4,237.60 032526 N 0033.0 0010 356.49 040626 N 0034.0 0011 7,229.82 040726 N 0035.0 0012 4,268.94 040826 N 0036.0 0013 4,329.66 041426 N 0037.0 0014 4,329.66 041526 N 0038.0 0015 2,130.29 020326 N 0039.0 009 0001 -81,761.72 A.C. @ U.P.(-) 051826 N 001 011 0001 27,406.15 A.C. @ L.S.(+) 051526 N 001 -20,095.46 TOTAL THIS ESTIMATE 199,613.18 TOTAL PREVIOUS ESTIMATE 179,517.72 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 05/28/26 EST. NO. 014 TIME 01:43 PM R.E. NAME: WORDEN EDWARD 02-3H70U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 006 RTN FHWA 1391 10,000.00 009 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING CERT -1,000.00 006 DEDUCT LTTR 11/25 -1,000.00 009 RTN DEDUCT LTR 11/25 1,000.00 010 0.00 -1,000.00 OVERBID ITEMS OVERBID ITEM NO. 130 -311,193.00 004 OVERBID ITEM NO. 130 -280,073.70 005 OVERBID ITEM NO. 130 -31,119.30 006 0.00 -622,386.00 TOTAL DEDUCTIONS 0.00 -623,386.00 PROGRAM CAS145 PAGE 1 DATE 05/28/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H70U4 TIME 01:43 PM ESTIMATE NO. 014 BID OPENING 07/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 05/28/26 LOCATION PROGRESS ESTIMATE 02-TRI-299-15.0/25.7 ----------------- J.F. SHEA CONSTRUCTION, INC. TRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE 17400 CLEAR CREEK ROAD EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO REDDING CA 96001 0.1 MILE WEST OF PRAIRIE CREEK ROAD FED. AID NO. ACNH-P299(217)E RHMA-G, HMA (TYPE A), COLD PLANE AC, & SOL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,980.0000 1,980.00 1.000 1,980 002 TIME-RELATED OVERHEAD (LS) LS 312,000.0000 312,000.00 0.130 40,560.00 0.906 282,672 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 3.000 18,000 004 HOURLY OFF-SITE HR 200.0000 4,000.00 3.000 600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 23,650.0000 23,650.00 0.130 3,074.50 0.906 21,426 006 CONSTRUCTION AREA SIGNS LS 16,550.0000 16,550.00 0.051 844.05 0.862 14,266 007 TRAFFIC CONTROL SYSTEM LS 561,000.0000 561,000.00 0.130 72,930.00 0.906 508,266 008 TYPE III BARRICADE EA 88.0000 88.00 0.000 0 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 22.0000 528.00 24.000 528 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 2,360.00 2,368.000 2,368 011 CHANNELIZER (SURFACE MOUNTED) EA 66.0000 3,630.00 56.000 3,696 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 17,820.0000 17,820.00 0.130 2,316.60 0.906 16,144 SYSTEMS (LS) 013 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.065 0 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 37,620.0000 37,620.00 0.130 4,890.60 0.906 34,083 015 TEMPORARY RAILING (TYPE K) LF 59.0000 35,400.00 600.000 35,400 016 TEMPORARY CRASH CUSHION TL-3 EA 14,000.0000 28,000.00 2.000 28,000 017 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 88.0000 21,120.00 162.000 14,256 018 JOB SITE MANAGEMENT LS 34,800.0000 34,800.00 0.130 4,524.00 0.906 31,528 019 WATER POLLUTION CONTROL PROGRAM LS 2,200.0000 2,200.00 0.130 286.00 0.906 1,993 020 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,100.0000 6,600.00 0.000 0 CONTROL) 021 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 4.4000 6,688.00 0.000 0 MATRIX) 022 TEMPORARY COVER SQYD 7.0000 10,640.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/28/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H70U4 TIME 01:43 PM ESTIMATE NO. 014 BID OPENING 07/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 05/28/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 28.0000 5,040.00 12.000 336 024 TEMPORARY DRAINAGE INLET PROTECTION EA 153.0000 1,989.00 12.000 1,836 025 TEMPORARY FIBER ROLL LF 6.0000 56,940.00 2,995.000 17,970 026 TEMPORARY GRAVEL BAG BERM LF 65.0000 5,005.00 76.000 4,940 027 TEMPORARY SILT FENCE LF 6.0000 9,900.00 0.000 0 028 TEMPORARY CONSTRUCTION ENTRANCE EA 7,075.0000 21,225.00 1.000 7,075 029 STREET SWEEPING LS 53,500.0000 53,500.00 0.130 6,955.00 0.906 48,471 030 TEMPORARY CONCRETE WASHOUT LS 11,500.0000 11,500.00 1.000 11,500 031 TREATED WOOD WASTE LB 0.4100 16,236.00 4,337.000 1,778 032 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 2,035.0000 6,105.00 1.000 2,035 033 INVASIVE SPECIES CONTROL LS 3,569.0000 3,569.00 1.000 3,569 034 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 3.3000 40,590.00 10,212.360 33,700 035 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 0.200 6,000.00 1.000 30,000 036 ROADWAY EXCAVATION CY 63.0000 86,940.00 1,373.000 86,499 037 SHOULDER BACKING TON 84.0000 162,960.00 65.880 5,533.92 2,486.370 208,855 038 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 380.0000 201,020.00 529.000 201,020 (F) 039 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 300.0000 66,000.00 220.000 66,000 (F) 040 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 425.0000 81,175.00 191.000 81,175 (F) 041 LEAN CONCRETE BACKFILL CY 425.0000 20,400.00 48.000 20,400 (F) 042 DITCH EXCAVATION CY 150.0000 30,000.00 120.200 18,030 043 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.3200 10,784.00 33,700.000 10,784.00 33,700.000 10,784 044 BONDED FIBER MATRIX (SQFT) SQFT 0.3000 18,186.00 77,200.000 23,160.00 77,200.000 23,160 045 FIBER REINFORCED MATRIX (SQFT) SQFT 0.4700 16,920.00 36,000.000 16,920.00 36,000.000 16,920 046 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 3.3000 7,590.00 2,300.000 7,590.00 2,300.000 7,590 047 FINISHING ROADWAY LS 11,550.0000 11,550.00 1.000 11,550.00 1.000 11,550 048 CLASS 2 AGGREGATE BASE (CY) CY 133.0000 122,360.00 719.900 95,746 049 ASPHALT-RUBBER BINDER TON 649.0000 311,520.00 346.650 224,975 PROGRAM CAS145 PAGE 3 DATE 05/28/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H70U4 TIME 01:43 PM ESTIMATE NO. 014 BID OPENING 07/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 05/28/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PRECOATED AGGREGATE (SEAL COAT) TON 141.0000 434,280.00 2,538.110 357,873 051 REPLACE ASPHALT CONCRETE SURFACING CY 475.0000 831,250.00 1,750.000 831,250 052 HOT MIX ASPHALT (TYPE A) TON 221.0000 170,170.00 931.260 205,808 053 MINOR HOT MIX ASPHALT TON 198.0000 112,860.00 400.020 79,203.96 726.640 143,874 054 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 231.0000 4,181,100.00 413.450 95,506.95 18,265.500 4,219,330 055 DATA CORE LS 13,618.0000 13,618.00 1.000 13,618 056 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 19.0000 6,650.00 382.000 7,258.00 650.700 12,363 057 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 19.0000 9,690.00 491.000 9,329.00 491.000 9,329 058 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 16.0000 24,960.00 1,051.384 16,822 AREA) 059 TACK COAT TON 710.0000 36,920.00 1.310 930.10 62.910 44,666 060 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 565.0000 10,170.00 16.400 9,266 061 REMOVE ASPHALT CONCRETE DIKE LF 32.0000 19,840.00 556.900 17,820 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 513,000.00 179,849.190 539,547 063 GROUND ANCHOR (SUBHORIZONTAL) EA 7,150.0000 364,650.00 51.000 364,650 064 STEEL SOLDIER PILE (HP 14 X 89) LF 82.0000 147,272.00 1,796.000 147,272 065 30" DRILLED HOLE LF 240.0000 397,680.00 1,657.000 397,680 066 STRUCTURAL CONCRETE, WALER CY 2,388.0000 202,980.00 85.000 202,980 067 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,022.0000 253,456.00 248.000 253,456 (F) 068 STRUCTURAL CONCRETE, HEADWALL CY 4,927.0000 19,708.00 1.000 4,927 069 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,825.0000 244,800.00 63.000 240,975 070 MINOR CONCRETE (MINOR STRUCTURE) CY 7,380.0000 8,118.00 1.100 8,118 071 PRECAST CONCRETE LAGGING SQFT 110.0000 421,740.00 3,834.000 421,740 072 BAR REINFORCING STEEL (WALER, EPOXY LB 2.0000 37,456.00 18,728.000 37,456 (F) COATED) 073 TIMBER LAGGING MFBM 7,875.0000 70,875.00 9.000 70,875 (F) 074 CLEAN AND PAINT STEEL SOLDIER PILING LS 155,000.0000 155,000.00 1.000 155,000 075 CONCRETE BACKFILL (PIPE TRENCH) CY 1,920.0000 5,184.00 2.700 5,184 (F) 076 18" POLYMERIC SHEET COATED CORRUGATED LF 482.0000 15,906.00 33.000 15,906 STEEL PIPE (0.079" THICK) PROGRAM CAS145 PAGE 4 DATE 05/28/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H70U4 TIME 01:43 PM ESTIMATE NO. 014 BID OPENING 07/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 05/28/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 30" POLYMERIC SHEET COATED CORRUGATED LF 635.0000 400,050.00 631.000 400,685 STEEL PIPE (.138" THICK) 078 24" POLYMERIC SHEET COATED CORRUGATED LF 645.0000 212,850.00 295.200 190,404 STEEL PIPE (.109" THICK) 079 24" X 18" CORRUGATED STEEL PIPE ARCH LF 586.0000 36,918.00 63.000 36,918 (.109" THICK) 080 24" ANCHOR ASSEMBLY EA 2,625.0000 5,250.00 0.000 0 081 30" ANCHOR ASSEMBLY EA 2,700.0000 5,400.00 2.000 5,400 082 DRAINAGE INLET MARKER EA 88.0000 2,288.00 0.000 0 083 BIOFILTRATION SOIL MEDIA CY 455.0000 59,150.00 87.500 39,812 084 ABANDON CULVERT (LF) LF 750.0000 9,750.00 22.800 17,100 085 REMOVE CULVERT (LF) LF 17.0000 13,260.00 768.900 13,071 086 REMOVE INLET EA 835.0000 7,515.00 8.000 6,680 087 REMOVE HEADWALL EA 1,900.0000 3,800.00 2.000 3,800 088 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 295.0000 5,015.00 17.000 5,015 METHOD B) (CY) 089 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 820.0000 1,312.00 1.600 1,312 METHOD B) (CY) 090 MISCELLANEOUS IRON AND STEEL LB 3.0000 35,829.00 11,591.000 34,773 (F) 091 PREPARE AND STAIN CONCRETE SQFT 16.0000 67,664.00 4,229.000 67,664 092 REMOVE PAVEMENT MARKER EA 1.7000 425.00 254.000 431 093 PAVEMENT MARKER EA 8.8000 40,128.00 4,300.000 37,840 (RETROREFLECTIVE-RECESSED) 094 REMOVE MARKER (CULVERT) EA 66.0000 2,046.00 31.000 2,046 095 MARKER (CULVERT) EA 138.0000 4,554.00 33.000 4,554 096 TREATMENT BEST MANAGEMENT PRACTICE EA 77.0000 1,232.00 9.000 693 MARKER 097 REMOVE ROADSIDE SIGN (WOOD POST) EA 171.0000 855.00 5.000 855 098 REMOVE ROADSIDE SIGN PANEL EA 115.0000 690.00 6.000 690 099 REMOVE ROADSIDE SIGN (STEEL POST) EA 192.0000 1,152.00 6.000 1,152 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 3,990.00 182.000 3,822 (0.080"-UNFRAMED) 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 405.00 15.000 405 (0.063"-FRAMED) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0000 870.00 30.000 870 (0.080"-FRAMED) 103 ROADSIDE SIGN - ONE POST EA 770.0000 12,320.00 16.000 12,320 PROGRAM CAS145 PAGE 5 DATE 05/28/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H70U4 TIME 01:43 PM ESTIMATE NO. 014 BID OPENING 07/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 05/28/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROADSIDE SIGN - TWO POST EA 1,210.0000 1,210.00 1.000 1,210 105 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 248.0000 1,736.00 7.000 1,736 POST 106 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 59.5000 183,260.00 3,138.500 186,740 107 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 63.0000 168,210.00 2,545.000 160,335 108 VEGETATION CONTROL (MINOR CONCRETE) SQYD 105.0000 635,250.00 3,575.960 375,475.80 4,688.630 492,306 109 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 82.0000 5,166.00 0.000 0 110 CONCRETE BARRIER (ANCHOR BLOCK) LF 1,570.0000 47,100.00 30.000 47,100 111 CABLE RAILING LF 280.0000 2,800.00 10.000 2,800 112 TRANSITION RAILING (TYPE AGT) EA 8,123.0000 113,722.00 10.000 81,230 113 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,161.5000 8,646.00 4.000 8,646 114 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,170.0000 139,590.00 27.000 139,590 115 BURIED POST END ANCHOR (TYPE B-F) EA 11,000.0000 33,000.00 2.000 22,000 116 ALTERNATIVE CRASH CUSHION TL-3 EA 43,835.0000 87,670.00 1.000 43,835 117 CONCRETE BARRIER TRANSITION LF 1,079.0000 168,324.00 156.000 168,324 (F) 118 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 436.0000 204,048.00 468.000 204,048 (F) 119 REMOVE GUARDRAIL LF 5.5000 35,310.00 6,121.500 33,668 120 REMOVE CRASH CUSHION EA 1,925.0000 1,925.00 1.000 1,925 121 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 22.0000 4,400.00 0.000 0 WET NIGHT VISIBILITY) 122 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,144.00 2,884.000 1,153 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.3000 702,900.00 285.000 940.50 203,230.000 670,659 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 124 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 1,628.00 525.000 1,155 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 12-3) 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 7,172.00 2,849.000 6,267 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 18-12) 126 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.5000 27,060.00 4,835.000 26,592 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 127 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 22.0000 10,340.00 539.000 11,858 MARKING (ENHANCED WET NIGHT VISIBILITY) (RECESSED) PROGRAM CAS145 PAGE 6 DATE 05/28/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H70U4 TIME 01:43 PM ESTIMATE NO. 014 BID OPENING 07/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 05/28/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 129 TEMPORARY SIGNAL SYSTEMS LS 85,800.0000 85,800.00 1.000 85,800 PROGRAM CAS145 PAGE 7 DATE 05/28/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H70U4 TIME 01:43 PM ESTIMATE NO. 014 BID OPENING 07/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 05/28/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 786,562.98 14,286,208.98 ADJUSTMENT OF COMPENSATION -54,355.57 -54,355.57 EXTRA WORK 34,260.11 233,873.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 766,467.52 14,465,726.70 130 MOBILIZATION LS 2,345,000.0000 2,345,000.00 1.000 2,345,000 ORIGINAL CONTRACT AMOUNT 17,226,140.00 TOTAL WORK COMPLETED 766,467.52 16,810,726.70 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -623,386.00 TOTAL 766,467.52 16,187,340.70 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 130 MOBILIZATION 1,722,614.00 2,345,000.00 622,386.00 DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/03/24 170 10/24/24 10/24/24 07/02/26 140 248 0 0 95% 82% PROGRESS IS SATISFACTORY WORDEN EDWARD RESIDENT ENGINEER