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 04/19/24 EST. NO. 012 TIME 10:30 AM R.E. NAME: HIGGINS, KYLE 02-1H5704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0001 10,000.00 E.W. @ L.S.(+) 012324 N JFS001 0002 2,500.00 A.C. @ L.S.(+) 012324 N JFS002 12,500.00 TOTAL THIS ESTIMATE 12,135.70 TOTAL PREVIOUS ESTIMATE 24,635.70 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 04/19/24 EST. NO. 012 TIME 10:30 AM R.E. NAME: HIGGINS, KYLE 02-1H5704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 7/23 -4,000.00 004 DEDUCT LTTR 8/23 -4,000.00 004 RTN DEDUCT LTR 7/23 4,000.00 006 RTN DEDUCT LTR 8/23 4,000.00 006 DEDUCT LTTR 12/23 -1,000.00 009 RTN LTTR 12/23 1,000.00 010 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5704 TIME 10:30 AM ESTIMATE NO. 012 BID OPENING 12/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: HIGGINS, KYLE DATE OF THIS ESTIMATE 04/19/24 LOCATION PROGRESS ESTIMATE 02-SHA-299-67.8/77.8 ----------------- J.F. SHEA CONSTRUCTION, INC. SHASTA COUNTY AT AND NEAR BURNEY FROM 2.6 667 BREA CANYON ROAD, SUITE 3 MILES EAST OF CARBERRY FLAT ROAD TO 0.3 WALNUT CA 91789 MILE EAST OF BURNEY MOUNTAIN POWER ROAD FED. AID NO. ACNH-P299(212)E COLD PLANE, PLACE HMA, DRAINAGE WORK AND M ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,525.0000 2,525.00 1.000 2,525 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,275.0000 4,275.00 0.930 3,975 003 TIME-RELATED OVERHEAD (LS) LS 150,000.0000 150,000.00 0.990 148,500 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 18,000.00 2.000 12,000 005 HOURLY OFF-SITE HR 200.0000 8,000.00 6.500 1,300 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 6,000.0000 6,000.00 0.970 5,820 007 CONSTRUCTION AREA SIGNS LS 13,500.0000 13,500.00 0.750 10,125 008 TRAFFIC CONTROL SYSTEM LS 615,900.0000 615,900.00 0.970 597,423 009 PORTABLE RADAR SPEED FEEDBACK SIGN LS 8,035.0000 8,035.00 0.970 7,793 SYSTEMS (LS) 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 10,300.0000 10,300.00 0.790 8,137 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 23,072.0000 23,072.00 0.970 22,379 012 AUTOMATED FLAGGER ASSISTANCE DEVICES LS 9,476.0000 9,476.00 0.970 9,191 013 JOB SITE MANAGEMENT LS 23,700.0000 23,700.00 0.970 22,989 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,940.0000 2,940.00 1.000 2,940 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 6,000.00 4.000 2,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 227.0000 3,632.00 3.000 681 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 018 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,030.0000 12,360.00 0.000 0 CONTROL) 019 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 2.0600 4,944.00 2,400.000 4,944 MATRIX) 020 TEMPORARY COVER SQYD 6.4000 15,360.00 0.000 0 021 TEMPORARY CHECK DAM LF 9.0000 8,730.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 135.0000 8,235.00 46.000 6,210 PROGRAM CAS145 PAGE 2 DATE 04/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5704 TIME 10:30 AM ESTIMATE NO. 012 BID OPENING 12/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: HIGGINS, KYLE DATE OF THIS ESTIMATE 04/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 8.0000 4,480.00 0.000 0 024 TEMPORARY GRAVEL BAG BERM LF 27.0000 999.00 37.000 999 025 TEMPORARY REINFORCED SILT FENCE LF 30.0000 2,790.00 0.000 0 026 STREET SWEEPING LS 10,300.0000 10,300.00 0.990 10,197 027 TEMPORARY CONCRETE WASHOUT LS 8,750.0000 8,750.00 0.990 8,662 028 TREATED WOOD WASTE LB 0.2900 18,850.00 60,700.000 17,603 029 CLEARING AND GRUBBING (LS) LS 18,782.0000 18,782.00 0.990 18,594 030 ROADWAY EXCAVATION CY 243.0000 133,650.00 643.620 156,399 031 SHOULDER BACKING TON 47.0000 161,680.00 5,195.980 244,211 032 STRUCTURE EXCAVATION CY 420.0000 2,016.00 4.800 2,016 (F) 033 BONDED FIBER MATRIX (SQFT) SQFT 0.6000 10,440.00 17,424.000 10,454 034 CLASS 2 AGGREGATE BASE (CY) CY 220.0000 136,400.00 598.880 131,753 035 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 036 ASPHALT-RUBBER BINDER TON 670.0000 62,980.00 96.400 64,588 037 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 038 PRECOATED AGGREGATE (SEAL COAT) TON 283.0000 172,630.00 653.600 184,968 039 HOT MIX ASPHALT (TYPE A) TON 136.0000 639,200.00 3,523.300 479,168 040 MINOR HOT MIX ASPHALT TON 123.0000 79,950.00 411.600 50,626 041 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 136.0000 5,018,400.00 33,561.420 4,564,353 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5100 34,881.00 22,545.000 34,042 043 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 5,220.00 2,683.000 5,366 044 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 67.0000 60,300.00 896.600 60,072 AREA) 045 TACK COAT TON 732.0000 50,508.00 52.860 38,693 046 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 205,600.00 26,632.000 213,056 047 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 344,000.00 64,501.380 322,506 048 CONCRETE STAIRWAY LS 34,210.0000 34,210.00 1.000 34,210 049 STRUCTURAL CONCRETE, HEADWALL CY 3,398.0000 40,776.00 12.000 40,776 (F) PROGRAM CAS145 PAGE 3 DATE 04/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5704 TIME 10:30 AM ESTIMATE NO. 012 BID OPENING 12/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: HIGGINS, KYLE DATE OF THIS ESTIMATE 04/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,119.0000 102,927.00 33.000 102,927 (F) 051 MINOR CONCRETE (MINOR STRUCTURE) CY 3,000.0000 9,300.00 3.100 9,300 (F) 052 BAR REINFORCING STEEL LB 51.0000 3,825.00 75.000 3,825 (F) 053 18" ALTERNATIVE PIPE CULVERT LF 142.0000 176,080.00 1,314.900 186,715 054 24" ALTERNATIVE PIPE CULVERT LF 279.0000 128,340.00 363.200 101,332 055 30" ALTERNATIVE PIPE CULVERT LF 340.0000 261,800.00 742.800 252,552 056 CONCRETE BACKFILL (PIPE TRENCH) CY 245.0000 53,165.00 217.000 53,165 (F) 057 12" PLASTIC PIPE UNDERDRAIN OUTLET LF 31.0000 37,200.00 505.000 15,655 058 24" CORRUGATED STEEL PIPE (.109" THICK) LF 185.0000 1,480.00 8.000 1,480 059 24" POLYMERIC SHEET COATED CORRUGATED LF 323.0000 67,830.00 204.700 66,118 STEEL PIPE (.138" THICK) 060 30" POLYMERIC SHEET COATED CORRUGATED LF 821.0000 68,964.00 83.200 68,307 STEEL PIPE (.138" THICK) 061 30" SLOTTED DRAIN CSP (0.079" THICK) LF 235.0000 19,035.00 80.400 18,894 062 STEEL PLATE (0.5" THICK) EA 1,855.0000 7,420.00 4.000 7,420 063 12" PERFORATED PLASTIC PIPE UNDERDRAIN LF 51.0000 390,150.00 7,374.000 376,074 064 CLASS 1 PERMEABLE MATERIAL CY 90.0000 384,300.00 2,788.150 250,933 065 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 192.0000 3,840.00 20.000 3,840 (.138" THICK) 066 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 211.0000 5,275.00 24.200 5,106 (.138" THICK) 067 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 156.0000 13,104.00 83.800 13,072 (.109" THICK) 068 24" ANCHOR ASSEMBLY EA 1,098.0000 2,196.00 2.000 2,196 069 30" ANCHOR ASSEMBLY EA 1,117.0000 2,234.00 2.000 2,234 070 36" ANCHOR ASSEMBLY EA 1,350.0000 8,100.00 6.000 8,100 071 DRAINAGE INLET MARKER EA 26.0000 104.00 4.000 104 072 36" CORRUGATED STEEL PIPE INLET (.109" LF 1,252.0000 22,536.00 16.100 20,157 THICK) 073 36" SLOTTED CORRUGATED STEEL PIPE RISER LF 864.0000 8,640.00 10.000 8,640 (.168" THICK) 074 36" TRENCHLESS WELDED STEEL PIPE (0.5" LF 1,097.0000 104,215.00 95.000 104,215 THICK) 075 36" WELDED STEEL PIPE (0.5" THICK) LF 1,395.0000 4,185.00 3.000 4,185 076 28" WELDED STEEL PIPE (0.5" THICK) LF 830.0000 9,960.00 12.000 9,960 PROGRAM CAS145 PAGE 4 DATE 04/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5704 TIME 10:30 AM ESTIMATE NO. 012 BID OPENING 12/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: HIGGINS, KYLE DATE OF THIS ESTIMATE 04/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 22" WELDED STEEL PIPE (0.5" THICK) LF 929.0000 14,864.00 15.600 14,492 078 24" STEEL FLARED END SECTION EA 915.0000 4,575.00 5.000 4,575 079 30" STEEL FLARED END SECTION EA 978.0000 2,934.00 3.000 2,934 080 36" STEEL FLARED END SECTION EA 1,375.0000 1,375.00 1.000 1,375 081 ABANDON CULVERT (LF) LF 64.0000 21,760.00 387.300 24,787 082 REMOVE CULVERT (LF) LF 14.0000 37,100.00 2,428.900 34,004 083 REMOVE INLET EA 590.0000 8,850.00 15.000 8,850 084 REMOVE RISER EA 875.0000 875.00 1.000 875 085 REMOVE HEADWALL EA 600.0000 2,400.00 4.000 2,400 086 REMOVE JUNCTION BOX EA 1,800.0000 1,800.00 1.000 1,800.00 1.000 1,800 087 REMOVE FLARED END SECTION (EA) EA 159.0000 1,431.00 9.000 1,431 088 MODIFY INLET EA 1,598.0000 6,392.00 3.000 4,794 089 CLEANING, INSPECTING, AND PREPARING LF 90.0000 38,700.00 423.900 38,151 CULVERT (LF) 090 CULVERT CONTACT GROUTING CY 7,900.0000 7,900.00 1.000 7,900 091 SAND BACKFILL CY 156.0000 6,240.00 38.800 6,052 092 22" WELDED STEEL PIPELINER (0.5" THICK) LF 471.0000 193,110.00 404.600 190,566 093 ROCK SLOPE PROTECTION (150 LB, CLASS CY 505.0000 3,535.00 6.200 3,131 III, METHOD B) (CY) 094 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 400.0000 4,800.00 11.500 4,600 METHOD B) (CY) 095 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 14.0000 826.00 59.000 826 096 DETECTABLE WARNING SURFACE SQFT 48.0000 23,040.00 463.290 22,237 097 MINOR CONCRETE (CURB AND GUTTER) CY 1,190.0000 154,700.00 134.457 160,003 098 MINOR CONCRETE V-GUTTER & SPANDRELS CY 1,310.0000 17,030.00 13.000 17,030 099 MINOR CONCRETE (DRIVEWAY) CY 1,050.0000 85,050.00 80.200 84,210 100 MINOR CONCRETE (SIDEWALK) CY 1,020.0000 112,200.00 116.880 119,217 101 MINOR CONCRETE (CURB RAMP) CY 1,370.0000 89,050.00 66.600 91,242 102 REMOVE CONCRETE SIDEWALK AND DRIVEWAY SQYD 57.0000 109,440.00 1,974.640 112,554 (SQYD) 103 REMOVE CONCRETE (CURB AND GUTTER) LF 29.0000 61,190.00 2,192.300 63,576 PROGRAM CAS145 PAGE 5 DATE 04/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5704 TIME 10:30 AM ESTIMATE NO. 012 BID OPENING 12/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: HIGGINS, KYLE DATE OF THIS ESTIMATE 04/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE CONCRETE V-GUTTER & SPANDRELS SQYD 141.0000 11,703.00 83.000 11,703 105 PRE/POST CONSTRUCTION SURVEYS EA 9,064.0000 18,128.00 2.000 18,128 106 MISCELLANEOUS IRON AND STEEL LB 4.0000 33,400.00 8,350.000 33,400 (F) 107 ADJUST ACCESS BOX FRAME AND COVER EA 2,785.0000 11,140.00 6.000 16,710 (UTILITY) 108 ADJUST ACCESS BOX (UTILITY) EA 851.0000 31,487.00 63.000 53,613 109 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 1,277.0000 22,986.00 26.000 33,202 110 CHAIN LINK FENCE (MINI MESH, TYPE LF 237.0000 9,717.00 42.000 9,954 MMCL-6, EXTENSION ARM) 111 4' CHAIN LINK GATE (MINI MESH, TYPE EA 685.0000 685.00 1.000 685 MMCL-6, EXTENSION ARM) 112 GUARD RAILING DELINEATOR EA 19.0000 1,045.00 55.000 1,045 113 PAVEMENT MARKER EA 10.0000 29,400.00 3,046.000 30,460 (RETROREFLECTIVE-RECESSED) 114 MILEPOST MARKER EA 55.0000 1,155.00 20.000 1,100 115 UNDERDRAIN MARKER EA 55.0000 1,815.00 28.000 1,540 116 MARKER (CULVERT) EA 55.0000 1,925.00 35.000 1,925 117 OBJECT MARKER (TYPE L-1) EA 55.0000 1,815.00 33.000 1,815 118 REMOVE ROADSIDE SIGN EA 200.0000 4,200.00 21.000 4,200 119 SALVAGE ROADSIDE SIGN EA 200.0000 1,200.00 6.000 1,200 120 RESET ROADSIDE SIGN EA 300.0000 1,200.00 4.000 1,200 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 6,840.00 380.000 6,840 (0.063"-UNFRAMED) 122 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 49.0000 2,597.00 53.000 2,597 (0.063"-FRAMED) 123 ROADSIDE SIGN - ONE POST EA 390.0000 17,940.00 46.000 17,940 124 ROADSIDE SIGN - TWO POST EA 700.0000 1,400.00 2.000 1,400 125 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 206.0000 1,236.00 6.000 1,236 METHOD) 126 REFLECTIVE POST PANEL EA 36.0000 72.00 2.000 72 127 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 35.0000 192,150.00 5,172.000 181,020 128 VEGETATION CONTROL (MINOR CONCRETE) SQYD 37.0000 153,920.00 3,519.890 130,235 129 TUBULAR HANDRAILING (MODIFIED) LF 475.0000 11,400.00 24.000 11,400 (F) 130 STAIRWAY HANDRAIL LS 8,755.0000 8,755.00 1.000 8,755 PROGRAM CAS145 PAGE 6 DATE 04/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5704 TIME 10:30 AM ESTIMATE NO. 012 BID OPENING 12/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: HIGGINS, KYLE DATE OF THIS ESTIMATE 04/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,185.0000 14,220.00 12.000 14,220 132 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,245.0000 32,450.00 10.000 32,450 133 REMOVE GUARDRAIL LF 4.5000 20,925.00 4,650.000 20,925 134 SALVAGE GUARDRAIL LF 4.0000 3,320.00 825.000 3,300 135 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0500 738,100.00 235,203.000 717,369 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 136 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 24,440.00 6,296.000 25,184 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 137 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 138 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.990 4,950 SYSTEM ELEMENTS DURING CONSTRUCTION 139 TRAFFIC MONITORING STATION SYSTEM LS 50,000.0000 50,000.00 0.930 46,500 140 MODIFYING ROADSIDE WEATHER INFORMATION LS 390,000.0000 390,000.00 0.987 384,930 SYSTEMS 141 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 292,000.0000 292,000.00 0.890 259,880 142 MODIFYING TRAFFIC MONITORING STATIONS LS 25,000.0000 25,000.00 1.000 25,000 143 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 144 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 9.3000 87,978.00 8,214.400 76,393 WET NIGHT VISIBILITY) 145 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 146 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 8,100.0000 8,100.00 0.990 8,019 PROGRAM CAS145 PAGE 7 DATE 04/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5704 TIME 10:30 AM ESTIMATE NO. 012 BID OPENING 12/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: HIGGINS, KYLE DATE OF THIS ESTIMATE 04/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,800.00 12,486,879.48 ADJUSTMENT OF COMPENSATION 2,500.00 -72,600.79 EXTRA WORK 10,000.00 97,236.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,300.00 12,511,515.18 147 MOBILIZATION LS 1,010,008.0000 1,010,008.00 1.000 1,010,008 ORIGINAL CONTRACT AMOUNT 14,405,000.00 TOTAL WORK COMPLETED 14,300.00 13,521,523.18 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 14,300.00 13,521,523.18 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 03/27/23 120 05/01/23 09/19/22 04/27/24 122 120 2 0 91% 100% PROGRESS IS SATISFACTORY HIGGINS, KYLE RESIDENT ENGINEER