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 09/13/24 EST. NO. 023 TIME 04:15 PM R.E. NAME: BRAJNIKOFF, LEONARD 04-4H0504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 09/13/24 EST. NO. 023 TIME 04:15 PM R.E. NAME: BRAJNIKOFF, LEONARD 04-4H0504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING PAYROLL DOCS -1,000.00 019 PAYROLL DOCS 1,000.00 021 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H0504 TIME 04:15 PM ESTIMATE NO. 023 BID OPENING 06/16/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: BRAJNIKOFF, LEONARD DATE OF THIS ESTIMATE 09/13/24 LOCATION PROGRESS ESTIMATE 04-SON-12-25.8/30.8 ----------------- GHILOTTI CONSTRUCTION COMPANY, IN AND NEAR SONOMA, AT SONOMA CREEK INC. BRIDGE NO. 20-0027, STUART CREEK 2301 KERNER BLVD #E BRIDGE NO. 20-0025 AND HOOKER CREEK SAN RAFAEL CA 94901 BRIDGE NO. 20-0030. SCOUR MITIGATION. FED. AID NO. ACNH-P012(128)E SCOUR MITIGATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,475.0000 3,475.00 1.000 3,475 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,000.0000 8,000.00 1.000 8,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,400.0000 1,320,000.00 300.000 1,320,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 18,000.00 3.000 6,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 18,000.00 6.000 1,200 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 4,400.0000 4,400.00 1.000 4,400 007 CONSTRUCTION AREA SIGNS LS 12,400.0000 12,400.00 1.000 12,400 008 TRAFFIC CONTROL SYSTEM LS 328,000.0000 328,000.00 1.000 328,000 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.5000 204.00 0.000 0 010 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,120.00 0.000 0 011 TEMPORARY BARRIER SYSTEM LF 27.0000 75,600.00 2,900.000 78,300 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,500.0000 66,000.00 15.000 82,500 013 TEMPORARY CRASH CUSHION MODULE EA 2,200.0000 39,600.00 18.000 39,600 014 JOB SITE MANAGEMENT LS 8,800.0000 8,800.00 1.000 8,800 015 PREPARE WATER POLLUTION CONTROL PROGRAM LS 650.0000 650.00 0.750 487 016 RAIN EVENT ACTION PLAN EA 500.0000 2,000.00 0.000 0 017 TEMPORARY HYDRAULIC MULCH SQYD 20.0000 4,000.00 0.000 0 (BONDED FIBER MATRIX) 018 TEMPORARY COVER SQYD 30.0000 3,000.00 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,250.00 5.000 1,250 020 TEMPORARY FIBER ROLL LF 12.0000 7,800.00 815.000 9,780 021 TEMPORARY REINFORCED SILT FENCE LF 12.0000 30,720.00 1,986.000 23,832 022 TEMPORARY SILT FENCE LF 8.0000 800.00 100.000 800 PROGRAM CAS145 PAGE 2 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H0504 TIME 04:15 PM ESTIMATE NO. 023 BID OPENING 06/16/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: BRAJNIKOFF, LEONARD DATE OF THIS ESTIMATE 09/13/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 4.000 14,000 024 TEMPORARY CONSTRUCTION ROADWAY SQYD 50.0000 21,000.00 420.000 21,000 025 STREET SWEEPING LS 50.0000 50.00 1.000 50 026 TEMPORARY ACTIVE TREATMENT SYSTEM LS 18,800.0000 18,800.00 1.000 18,800 027 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 1.000 4,000 028 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 50.0000 22,500.00 85.000 4,250 029 WATER QUALITY MONITORING REPORT EA 500.0000 7,500.00 3.000 1,500 030 WATER QUALITY ANNUAL REPORT EA 500.0000 1,500.00 0.000 0 031 TEMPORARY CREEK DIVERSION SYSTEMS LS 150,000.0000 150,000.00 1.000 150,000 032 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.8500 9,731.00 1,480.000 2,738 (HAZARDOUS WASTE) 033 TREATED WOOD WASTE LB 0.2500 2,180.00 6,340.000 1,585 034 LOG SPUR WITH ROOTWAD REVETMENT LS 108,000.0000 108,000.00 1.000 108,000 035 ENGINEERED STREAMBED MATERIAL CY 375.0000 116,250.00 553.000 207,375 036 CLEARING AND GRUBBING (LS) LS 74,500.0000 74,500.00 1.000 74,500 037 ROADWAY EXCAVATION CY 125.0000 122,500.00 1,200.000 150,000 038 ROADWAY EXCAVATION (TYPE Z-2) CY 500.0000 22,500.00 45.000 22,500 (AERIALLY DEPOSITED LEAD) 039 ROADWAY EXCAVATION (TOPSOIL) CY 225.0000 24,750.00 110.000 24,750 040 CHANNEL EXCAVATION CY 250.0000 45,000.00 180.000 45,000 041 ROADWAY EXCAVATION (TYPE COM) CY 100.0000 56,000.00 560.000 56,000 (AERIALLY DEPOSITED LEAD) 042 SHOULDER BACKING TON 225.0000 20,250.00 51.300 11,542 043 STRUCTURE EXCAVATION (TYPE D) CY 200.0000 140,000.00 700.000 140,000 (F) 044 STRUCTURE EXCAVATION (RETAINING WALL) CY 300.0000 90,000.00 300.000 90,000 (F) 045 STRUCTURE BACKFILL (BRIDGE) CY 350.0000 82,950.00 237.000 82,950 (F) 046 STRUCTURE BACKFILL (RETAINING WALL) CY 350.0000 72,100.00 206.000 72,100 (F) 047 DITCH EXCAVATION CY 120.0000 9,720.00 81.000 9,720 048 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 4.0000 3,880.00 970.000 3,880 CLASS A1 049 ROADSIDE CLEARING LS 10,000.0000 10,000.00 1.000 10,000 PROGRAM CAS145 PAGE 3 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H0504 TIME 04:15 PM ESTIMATE NO. 023 BID OPENING 06/16/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: BRAJNIKOFF, LEONARD DATE OF THIS ESTIMATE 09/13/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SOIL AMENDMENT CY 150.0000 4,500.00 30.000 4,500 051 ORGANIC FERTILIZER LB 4.0000 400.00 100.000 400 052 PLANT (GROUP H) EA 45.0000 23,400.00 520.000 23,400 053 PLANT (GROUP I) EA 40.0000 960.00 24.000 960 054 PLANT (GROUP A) EA 20.0000 4,200.00 210.000 4,200 055 PLANT ESTABLISHMENT WORK LS 45,000.0000 45,000.00 0.080 3,600.00 0.700 31,500 056 WOOD MULCH CY 250.0000 3,500.00 14.000 3,500 057 FOLIAGE PROTECTOR EA 40.0000 9,200.00 230.000 9,200 058 2" WYE STRAINER ASSEMBLY EA 500.0000 2,000.00 4.000 2,000 059 1 1/2" GALVANIZED STEEL PIPE LF 20.0000 10,000.00 500.000 10,000 (F) (SUPPLY LINE) 060 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 25.0000 1,500.00 60.000 1,500 (F) 061 RISER SPRINKLER ASSEMBLY EA 25.0000 16,750.00 670.000 16,750 062 CAM COUPLER ASSEMBLY EA 900.0000 3,600.00 4.000 3,600 063 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.0000 12,750.00 1,275.000 12,750 (F) LINE) 064 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 11.0000 3,168.00 288.000 3,168 (F) LINE) 065 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 7,632.00 636.000 7,632 (F) (SUPPLY LINE) 066 2" PLASTIC PIPE (SCHEDULE 40) LF 14.0000 4,900.00 350.000 4,900 (F) (SUPPLY LINE) 067 AIR/VACUUM RELIEF VALVE EA 600.0000 12,000.00 20.000 12,000 068 BALL VALVE EA 500.0000 6,000.00 12.000 6,000 069 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 4.000 2,000 070 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8800 33,264.00 37,800.000 33,264 071 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.5200 2,234.40 6,830.000 10,381 072 HYDROMULCH SQFT 0.0400 1,568.00 44,560.000 1,782 073 FIBER ROLLS LF 5.0900 22,446.90 -707.000 -3,598.63 6,922.000 35,232 074 HYDROSEED SQFT 0.2000 7,840.00 44,560.000 8,912 075 COMPOST (CY) CY 75.0000 10,500.00 140.000 10,500 076 INCORPORATE MATERIALS SQFT 0.0700 675.50 9,650.000 675 PROGRAM CAS145 PAGE 4 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H0504 TIME 04:15 PM ESTIMATE NO. 023 BID OPENING 06/16/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: BRAJNIKOFF, LEONARD DATE OF THIS ESTIMATE 09/13/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE SUBBASE CY 140.0000 37,800.00 372.000 52,080 078 CLASS 2 AGGREGATE BASE (CY) CY 140.0000 36,400.00 369.000 51,660 079 HOT MIX ASPHALT (TYPE A) TON 180.0000 79,200.00 640.350 115,263 080 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 350.0000 49,000.00 298.350 104,422 081 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 33.5000 3,685.00 110.000 3,685 082 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 33.5000 2,512.50 75.000 2,512 083 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 33.5000 1,005.00 30.000 1,005 084 PLACE HOT MIX ASPHALT SQYD 200.0000 800.00 4.000 800 (MISCELLANEOUS AREA) 085 TACK COAT TON 9,125.0000 7,300.00 0.800 7,300 086 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 50.0000 21,500.00 430.000 21,500 087 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 350.0000 658,000.00 2,110.000 738,500 088 PRESTRESSING (TRANSVERSE TIE RODS) LS 112,000.0000 112,000.00 1.000 112,000 089 STRUCTURAL CONCRETE, BRIDGE CY 1,200.0000 450,000.00 375.000 450,000 (F) 090 STRUCTURAL CONCRETE, RETAINING WALL CY 2,200.0000 277,200.00 132.000 290,400 (F) 091 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,600.0000 13,780.00 6.360 16,536 (F) 092 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 85.0000 126,990.00 1,494.000 126,990 (F) SLAB (TYPE SIII) 093 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 75.0000 276,375.00 3,685.000 276,375 (F) SLAB (MODIFIED) 094 FURNISH PRECAST PRESTRESED CONCRETE SQFT 90.0000 29,880.00 332.000 29,880 (F) SLAB (TYPE SIII MODIFIED) 095 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 5,500.0000 143,000.00 26.000 143,000 UNIT 096 JOINT SEAL (MR 1") LF 50.0000 5,550.00 111.000 5,550 097 BAR REINFORCING STEEL (BRIDGE) LB 2.0600 180,208.80 87,480.000 180,208 (F) 098 BAR REINFORCING STEEL (RETAINING WALL) LB 1.8500 57,535.00 37,828.000 69,981 (F) 099 PREFORMED MEMBRANE WATERPROOFING SQFT 8.0000 1,344.00 168.000 1,344 (F) 100 PUBLIC SAFETY PLAN LS 7,000.0000 7,000.00 1.000 7,000 101 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.0000 10,220.00 5,110.000 10,220 102 FURNISH POLYESTER CONCRETE OVERLAY CF 100.0000 89,500.00 892.000 89,200 103 PLACE POLYESTER CONCRETE OVERLAY SQFT 12.0000 61,320.00 5,110.000 61,320 (F) PROGRAM CAS145 PAGE 5 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H0504 TIME 04:15 PM ESTIMATE NO. 023 BID OPENING 06/16/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: BRAJNIKOFF, LEONARD DATE OF THIS ESTIMATE 09/13/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 BRIDGE REMOVAL, LOCATION A LS 149,000.0000 149,000.00 1.000 149,000 105 BRIDGE REMOVAL, LOCATION B LS 109,800.0000 109,800.00 1.000 109,800 106 18" ALTERNATIVE PIPE CULVERT LF 90.0000 20,700.00 230.000 20,700 107 BIORETENTION LS 18,000.0000 18,000.00 1.000 18,000 108 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 250.0000 15,000.00 60.000 15,000 109 DOWNDRAIN ENERGY DISSIPATOR EA 750.0000 2,250.00 3.000 2,250 110 ROCK SLOPE PROTECTION CY 175.0000 10,675.00 61.000 10,675 (20 LB, CLASS I, METHOD B) (CY) 111 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 142.00 71.000 142 112 MISCELLANEOUS IRON AND STEEL LB 3.0000 3,585.00 1,434.000 4,302 (F) 113 REMOVE PAVEMENT MARKER EA 2.5000 1,150.00 377.000 942 114 GUARD RAILING DELINEATOR EA 25.0000 150.00 6.000 150 115 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 4,900.00 730.000 5,110 116 TREATMENT BEST MANAGEMENT EA 150.0000 300.00 2.000 300 PRACTICE MARKER 117 OBJECT MARKER (TYPE P) EA 35.0000 560.00 16.000 560 118 OBJECT MARKER (TYPE R) EA 35.0000 70.00 2.000 70 119 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,100.00 11.000 1,100 120 REMOVE ROADSIDE SIGN PANEL EA 2.0000 4.00 2.000 4 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.0000 4,760.00 170.000 4,760 (0.063"-UNFRAMED) 122 FURNISH SINGLE SHEET ALUMINUN SIGN SQFT 22.0000 594.00 27.000 594 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 123 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 880.00 40.000 880 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 124 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 8.0000 536.00 67.000 536 125 ROADSIDE SIGN - ONE POST EA 450.0000 8,100.00 18.000 8,100 126 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 300.00 2.000 300 EXISTING POST 127 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 34.0000 4,420.00 275.000 9,350 128 VEGETATION CONTROL (MINOR CONCRETE) SQYD 150.0000 27,000.00 180.000 27,000 129 METAL RAILING LF 300.0000 20,100.00 67.000 20,100 (F) PROGRAM CAS145 PAGE 6 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H0504 TIME 04:15 PM ESTIMATE NO. 023 BID OPENING 06/16/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: BRAJNIKOFF, LEONARD DATE OF THIS ESTIMATE 09/13/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 CABLE RAILING LF 54.0000 3,942.00 73.000 3,942 (F) 131 TRANSITION RAILING (TYPE WB-31) EA 4,400.0000 13,200.00 4.000 17,600 132 END CAP (TYPE A) EA 400.0000 800.00 4.000 1,600 133 END CAP (TYPE TC) EA 150.0000 600.00 4.000 600 134 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 2,400.00 4.000 3,200 135 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 21,600.00 6.000 21,600 136 ALTERNATIVE CRASH CUSHION SYSTEM EA 44,000.0000 132,000.00 3.000 132,000 137 CONCRETE BARRIER (TYPE 842B MODIFIED) LF 1,380.0000 17,940.00 13.000 17,940 (F) 138 CALIFORNIA ST-75 BRIDGE RAIL LF 600.0000 233,400.00 389.000 233,400 (F) 139 CALIFORNIA ST-75 BRIDGE RAIL (MODIFIED) LF 1,100.0000 48,400.00 44.000 48,400 (F) 140 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 1,200.0000 82,800.00 69.000 82,800 (F) 141 REMOVE GUARDRAIL LF 8.0000 4,960.00 620.000 4,960 142 THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 11,908.00 8,960.000 11,648 (ENHANCED WET NIGHT VISIBILITY) 143 PAINT TRAFFIC STRIPE (1-COAT) LF 0.8500 15,215.00 6,800.000 5,780 144 REMOVE PAINTED TRAFFIC STRIPE LF 1.1000 4,565.00 7,360.000 8,096 145 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 4,450.00 4,170.000 5,212 146 6" RUMBLE STRIP STA 160.0000 6,080.00 38.000 6,080 (ASPHALT CONCRETE PAVEMENT) 147 12" RUMBLE STRIP STA 160.0000 4,480.00 28.000 4,480 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 7 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H0504 TIME 04:15 PM ESTIMATE NO. 023 BID OPENING 06/16/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: BRAJNIKOFF, LEONARD DATE OF THIS ESTIMATE 09/13/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1.37 7,503,571.08 ADJUSTMENT OF COMPENSATION 0.00 450,000.00 EXTRA WORK 0.00 1,734,371.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1.37 9,687,942.29 148 MOBILIZATION LS 788,000.0000 788,000.00 1.000 788,000 ORIGINAL CONTRACT AMOUNT 7,995,390.10 TOTAL WORK COMPLETED 1.37 10,475,942.29 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1.37 10,475,942.29 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 08/17/22 550 10/11/22 10/11/22 12/30/24 305 132 0 0 99% 55% PROGRESS IS SATISFACTORY BRAJNIKOFF, LEONARD RESIDENT ENGINEER