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 08/21/25 EST. NO. 006 TIME 02:11 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 --------------------------------------------------------------------------- 002 0002 12,084.10 E.W. @ F.A.(+) 041525 N 0003.0 0011-2 4,830.41 041425 N 0013.0 DAO CORRECTING ENTRY 004 0001 14,189.84 E.W. @ F.A.(+) 050625 N 0009.0 0002 5,082.03 050725 N 0010.0 005 0001 1,255.54 E.W. @ F.A.(+) 060925 N 0019.0 37,441.92 TOTAL THIS ESTIMATE 86,467.33 TOTAL PREVIOUS ESTIMATE 123,909.25 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 08/21/25 EST. NO. 006 TIME 02:11 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 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING CERT -1,000.00 006 -1,000.00 -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 -31,119.30 -622,386.00 TOTAL DEDUCTIONS -42,119.30 -633,386.00 PROGRAM CAS145 PAGE 1 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H70U4 TIME 02:11 PM ESTIMATE NO. 006 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 08/20/25 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 08/21/25 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 0.129 40,248.00 0.447 139,464 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 1.000 6,000 004 HOURLY OFF-SITE HR 200.0000 4,000.00 1.000 200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 23,650.0000 23,650.00 0.129 3,050.85 0.447 10,571 006 CONSTRUCTION AREA SIGNS LS 16,550.0000 16,550.00 0.052 860.60 0.679 11,237 007 TRAFFIC CONTROL SYSTEM LS 561,000.0000 561,000.00 0.129 72,369.00 0.447 250,767 008 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 0.129 2,298.78 0.447 7,965 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 0.129 4,852.98 0.447 16,816 015 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 40.000 3,520.00 106.000 9,328 018 JOB SITE MANAGEMENT LS 34,800.0000 34,800.00 0.129 4,489.20 0.447 15,555 019 WATER POLLUTION CONTROL PROGRAM LS 2,200.0000 2,200.00 0.129 283.80 0.447 983 020 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 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H70U4 TIME 02:11 PM ESTIMATE NO. 006 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 08/20/25 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.129 6,901.50 0.447 23,914 030 TEMPORARY CONCRETE WASHOUT LS 11,500.0000 11,500.00 0.382 4,393.00 0.447 5,140 031 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 3,569.00 1.000 3,569 034 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 3.3000 40,590.00 2,322.000 7,662.60 2,322.000 7,662 035 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 0.800 24,000 036 ROADWAY EXCAVATION CY 63.0000 86,940.00 1,373.000 86,499 037 SHOULDER BACKING TON 84.0000 162,960.00 0.000 0 038 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 380.0000 201,020.00 0.000 0 (F) 039 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 300.0000 66,000.00 0.000 0 (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 88.200 13,230 043 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.3200 10,784.00 0.000 0 044 BONDED FIBER MATRIX (SQFT) SQFT 0.3000 18,186.00 0.000 0 045 FIBER REINFORCED MATRIX (SQFT) SQFT 0.4700 16,920.00 0.000 0 046 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 3.3000 7,590.00 0.000 0 047 FINISHING ROADWAY LS 11,550.0000 11,550.00 0.000 0 048 CLASS 2 AGGREGATE BASE (CY) CY 133.0000 122,360.00 474.700 63,135 049 ASPHALT-RUBBER BINDER TON 649.0000 311,520.00 346.650 224,975.85 346.650 224,975 PROGRAM CAS145 PAGE 3 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H70U4 TIME 02:11 PM ESTIMATE NO. 006 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 08/20/25 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,538.110 357,873.51 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 170,170.00 564.620 124,781 053 MINOR HOT MIX ASPHALT TON 198.0000 112,860.00 326.620 64,670 054 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 231.0000 4,181,100.00 17,667.400 4,081,169.40 17,667.400 4,081,169 055 DATA CORE LS 13,618.0000 13,618.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 19.0000 6,650.00 268.700 5,105 057 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 19.0000 9,690.00 0.000 0 058 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 55.770 39,596.70 61.600 43,736 060 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 565.0000 10,170.00 16.400 9,266 061 REMOVE ASPHALT CONCRETE DIKE LF 32.0000 19,840.00 156.900 5,020 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 513,000.00 179,849.190 539,547.57 179,849.190 539,547 063 GROUND ANCHOR (SUBHORIZONTAL) EA 7,150.0000 364,650.00 2.000 14,300 064 STEEL SOLDIER PILE (HP 14 X 89) LF 82.0000 147,272.00 179.600 14,727.20 1,526.600 125,181 065 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 0.000 0 067 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,022.0000 253,456.00 0.000 0 (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 55.200 211,140 070 MINOR CONCRETE (MINOR STRUCTURE) CY 7,380.0000 8,118.00 1.100 8,118 071 PRECAST CONCRETE LAGGING SQFT 110.0000 421,740.00 191.700 21,087.00 383.400 42,174 072 BAR REINFORCING STEEL (WALER, EPOXY LB 2.0000 37,456.00 0.000 0 (F) COATED) 073 TIMBER LAGGING MFBM 7,875.0000 70,875.00 0.000 0 (F) 074 CLEAN AND PAINT STEEL SOLDIER PILING LS 155,000.0000 155,000.00 0.500 77,500 075 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 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H70U4 TIME 02:11 PM ESTIMATE NO. 006 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 08/20/25 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 212,850.00 170.800 110,166 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 0.000 0 085 REMOVE CULVERT (LF) LF 17.0000 13,260.00 734.500 12,486 086 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 10,172.000 30,516 (F) 091 PREPARE AND STAIN CONCRETE SQFT 16.0000 67,664.00 211.450 3,383.20 211.450 3,383 092 REMOVE PAVEMENT MARKER EA 1.7000 425.00 254.000 431 093 PAVEMENT MARKER EA 8.8000 40,128.00 0.000 0 (RETROREFLECTIVE-RECESSED) 094 REMOVE MARKER (CULVERT) EA 66.0000 2,046.00 0.000 0 095 MARKER (CULVERT) EA 138.0000 4,554.00 0.000 0 096 TREATMENT BEST MANAGEMENT PRACTICE EA 77.0000 1,232.00 0.000 0 MARKER 097 REMOVE ROADSIDE SIGN (WOOD POST) EA 171.0000 855.00 0.000 0 098 REMOVE ROADSIDE SIGN PANEL EA 115.0000 690.00 0.000 0 099 REMOVE ROADSIDE SIGN (STEEL POST) EA 192.0000 1,152.00 0.000 0 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 3,990.00 0.000 0 (0.080"-UNFRAMED) 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 405.00 0.000 0 (0.063"-FRAMED) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0000 870.00 0.000 0 (0.080"-FRAMED) 103 ROADSIDE SIGN - ONE POST EA 770.0000 12,320.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H70U4 TIME 02:11 PM ESTIMATE NO. 006 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 08/20/25 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 105 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 248.0000 1,736.00 0.000 0 POST 106 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 59.5000 183,260.00 219.000 13,030.50 219.000 13,030 107 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 63.0000 168,210.00 362.500 22,837.50 362.500 22,837 108 VEGETATION CONTROL (MINOR CONCRETE) SQYD 105.0000 635,250.00 0.000 0 109 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 22.500 35,325.00 30.000 47,100 111 CABLE RAILING LF 280.0000 2,800.00 0.000 0 112 TRANSITION RAILING (TYPE AGT) EA 8,123.0000 113,722.00 2.000 16,246.00 2.000 16,246 113 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,161.5000 8,646.00 1.000 2,161.50 1.000 2,161 114 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,170.0000 139,590.00 2.000 10,340.00 2.000 10,340 115 BURIED POST END ANCHOR (TYPE B-F) EA 11,000.0000 33,000.00 0.000 0 116 ALTERNATIVE CRASH CUSHION TL-3 EA 43,835.0000 87,670.00 0.000 0 117 CONCRETE BARRIER TRANSITION LF 1,079.0000 168,324.00 117.000 126,243.00 156.000 168,324 (F) 118 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 436.0000 204,048.00 0.000 0 (F) 119 REMOVE GUARDRAIL LF 5.5000 35,310.00 601.000 3,305.50 1,005.000 5,527 120 REMOVE CRASH CUSHION EA 1,925.0000 1,925.00 0.000 0 121 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 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 124 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 1,628.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 12-3) 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 7,172.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 18-12) 126 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.5000 27,060.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 127 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 22.0000 10,340.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) (RECESSED) PROGRAM CAS145 PAGE 6 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H70U4 TIME 02:11 PM ESTIMATE NO. 006 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 08/20/25 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.054 4,633.20 0.789 67,696 PROGRAM CAS145 PAGE 7 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H70U4 TIME 02:11 PM ESTIMATE NO. 006 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 08/20/25 R.E. NAME: WORDEN EDWARD DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,670,981.94 9,122,907.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 37,441.92 123,909.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,708,423.86 9,246,817.15 130 MOBILIZATION LS 2,345,000.0000 2,345,000.00 0.050 117,250.00 1.000 2,345,000 ORIGINAL CONTRACT AMOUNT 17,226,140.00 TOTAL WORK COMPLETED 5,825,673.86 11,591,817.15 MATERIALS ON HAND ON SITE 196,018.84 196,018.84 DEDUCTIONS -42,119.30 -633,386.00 TOTAL 5,979,573.40 11,154,449.99 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 01/07/26 76 127 0 0 66% 45% PROGRESS IS SATISFACTORY WORDEN EDWARD RESIDENT ENGINEER