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. 004 TIME 07:20 PM R.E. NAME: WONG, ANDREW 04-1J9604 --------------------------------------------------------------------------- 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. 004 TIME 07:20 PM R.E. NAME: WONG, ANDREW 04-1J9604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION CONTRACT COMP VIOLA -10,000.00 002 LABOR COMP VIOLATION -1,000.00 002 CUF VIOLATION -56,940.74 003 CONTRACT COMP VIOLAT 10,000.00 004 CUF MISSING MONTH 2 -127,876.88 004 LABOR COMP VIOLATION 1,000.00 004 -116,876.88 -184,817.62 TOTAL DEDUCTIONS -116,876.88 -184,817.62 PROGRAM CAS145 PAGE 1 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 07:20 PM ESTIMATE NO. 004 BID OPENING 01/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: WONG, ANDREW DATE OF THIS ESTIMATE 09/13/24 LOCATION RERUN PROGRESS ESTIMATE 04-MRN-1-22.8/33.0 ----------------------- 04-MRN-1-45.0/50.5 O.C. JONES & SONS, INC. MARIN COUNTY IN AND NEAR POINT REYES 1520 FOURTH STREET STATION FROM FIVE BROOKS TO 1.9 MILES BERKELEY CA 94710 NORTH OF CYPRESS ROAD AND IN AND NEAR TOMALES FROM 0.2 MILES SOUTH OF TOMALES TO FED. AID NO. ACST-P001(693)E COLD PLANE, RHMA, HMA, MGS, CURB RAMPS, SI ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,000.0000 4,000.00 0.250 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,700.0000 442,000.00 21.000 35,700.00 65.000 110,500 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 2.000 12,000 005 HOURLY OFF-SITE HR 200.0000 16,000.00 11.500 2,300 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 9,590.0000 9,590.00 1.000 9,590 007 TRAFFIC CONTROL SYSTEM LS 730,000.0000 730,000.00 0.050 36,500.00 0.350 255,500 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 500.0000 50,000.00 0.000 0 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.5000 7,830.00 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 81,510.00 0.000 0 011 CHANNELIZER (SURFACE MOUNTED) EA 400.0000 1,200.00 0.000 0 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 600.0000 1,200.00 0.000 0 SYSTEM DAY 013 TEMPORARY PAVEMENT MARKER EA 4.0000 22,520.00 0.000 0 014 TEMPORARY BARRIER SYSTEM LF 47.0000 18,800.00 0.000 0 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 8,000.0000 8,000.00 0.250 2,000.00 0.750 6,000 016 TRAFFIC LOOKOUT DAY 980.0000 29,400.00 3.000 2,940.00 8.000 7,840 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 55,000.0000 55,000.00 0.050 2,750.00 0.200 11,000 018 MOBILE BARRIER SYSTEM DAY 2,100.0000 84,000.00 0.000 0 019 TEMPORARY CRASH CUSHION EA 4,500.0000 9,000.00 0.000 0 020 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 6,200.0000 49,600.00 0.000 0 SYSTEM 021 JOB SITE MANAGEMENT LS 90,000.0000 90,000.00 0.050 4,500.00 0.200 18,000 022 WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.050 50.00 0.200 200 PROGRAM CAS145 PAGE 2 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 07:20 PM ESTIMATE NO. 004 BID OPENING 01/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: WONG, ANDREW 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 COVER SQYD 3.1000 14,105.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 240.0000 4,800.00 12.000 2,880 025 TEMPORARY FIBER ROLL LF 4.9000 47,432.00 3,931.000 19,261 026 TEMPORARY REINFORCED SILT FENCE LF 9.6000 188,160.00 7,566.000 72,633 027 STREET SWEEPING LS 155,000.0000 155,000.00 0.050 7,750.00 0.300 46,500 028 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 0.250 1,500.00 0.750 4,500 029 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,000.0000 5,000.00 0.000 0 030 WATER QUALITY MONITORING REPORT EA 250.0000 500.00 0.000 0 031 WATER QUALITY ANNUAL REPORT EA 750.0000 1,500.00 0.000 0 032 TEMPORARY CREEK DIVERSION SYSTEMS LS 50,000.0000 50,000.00 1.000 50,000 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8500 111,775.00 0.000 0 STRIPE (HAZARDOUS WASTE) 034 TREATED WOOD WASTE LB 0.2200 9,350.00 0.000 0 035 INVASIVE SPECIES CONTROL LS 6,000.0000 6,000.00 0.050 300.00 0.200 1,200 036 NOISE MONITORING LS 3,000.0000 3,000.00 0.050 150.00 0.200 600 037 ROADWAY EXCAVATION CY 270.0000 121,500.00 312.300 84,321.00 527.300 142,371 038 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 490.0000 10,780.00 0.000 0 DEPOSITED LEAD) 039 ROADWAY EXCAVATION (TOPSOIL) CY 125.0000 2,750.00 0.000 0 040 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 210.0000 31,500.00 94.500 19,845.00 144.500 30,345 DEPOSITED LEAD) 041 SHOULDER BACKING TON 180.0000 115,200.00 0.000 0 042 DITCH EXCAVATION CY 230.0000 2,990.00 13.000 2,990 043 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.000 0 044 SOIL AMENDMENT CY 800.0000 800.00 0.000 0 045 ORGANIC FERTILIZER LB 50.0000 150.00 0.000 0 046 PLANT (GROUP I) EA 200.0000 600.00 0.000 0 047 PLANT (GROUP A) EA 150.0000 2,700.00 0.000 0 048 PLANT ESTABLISHMENT WORK LS 155,000.0000 155,000.00 0.000 0 049 WOOD MULCH CY 450.0000 3,150.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 07:20 PM ESTIMATE NO. 004 BID OPENING 01/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: WONG, ANDREW 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 FOLIAGE PROTECTOR EA 125.0000 2,625.00 0.000 0 051 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 052 2" WYE STRAINER ASSEMBLY EA 800.0000 800.00 0.000 0 053 3/4" DRIP IRRIGATION TUBING LF 12.0000 1,440.00 0.000 0 (F) 054 RISER SPRINKLER ASSEMBLY EA 80.0000 1,680.00 0.000 0 055 CAM COUPLER ASSEMBLY EA 1,000.0000 1,000.00 0.000 0 056 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 18.0000 4,770.00 0.000 0 (F) (SUPPLY LINE) 057 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 25.0000 750.00 0.000 0 (F) LINE) 058 BALL VALVE EA 600.0000 600.00 0.000 0 059 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 860.0000 6,020.00 1.000 860 060 DUFF (SQFT) SQFT 0.2500 2,602.50 0.000 0 061 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6900 27,600.00 0.000 0 062 HYDROMULCH SQFT 0.1000 28,000.00 1,523.000 152 063 FIBER ROLLS LF 4.8400 103,092.00 8,904.000 43,095 064 HYDROSEED SQFT 0.0800 22,400.00 1,218.000 97 065 COMPOST (CY) CY 55.4800 94,316.00 55.000 3,051 066 INCORPORATE MATERIALS SQFT 0.0500 14,000.00 762.000 38 067 CLASS 2 AGGREGATE BASE (CY) CY 240.0000 120,000.00 143.500 34,440.00 365.500 87,720 068 REPLACE ASPHALT CONCRETE SURFACING CY 350.0000 805,000.00 1,149.000 402,150 069 HOT MIX ASPHALT (TYPE A) TON 155.0000 2,743,500.00 66.100 10,245.50 76.100 11,795 070 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 185.0000 2,664,000.00 0.000 0 071 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 2.3000 100,970.00 0.000 0 MAT) 072 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 5.0000 13,000.00 0.000 0 073 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 11.0000 2,310.00 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 18.0000 1,620.00 0.000 0 075 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 80.0000 9,600.00 -33.000 -2,640.00 0.000 0 AREA) 076 TACK COAT TON 1,300.0000 91,000.00 2.100 2,730 PROGRAM CAS145 PAGE 4 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 07:20 PM ESTIMATE NO. 004 BID OPENING 01/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: WONG, ANDREW 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 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 150.0000 18,000.00 0.000 0 078 REMOVE ASPHALT CONCRETE DIKE LF 0.6000 1,584.00 0.000 0 079 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.7000 796,240.00 0.000 0 080 STRUCTURAL CONCRETE, HEADWALL CY 3,600.0000 13,680.00 3.800 13,680 (F) 081 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,700.0000 56,700.00 18.000 48,600 (F) 082 12" ALTERNATIVE PIPE CULVERT LF 466.0000 9,320.00 20.000 9,320 083 18" ALTERNATIVE PIPE CULVERT LF 210.0000 44,100.00 204.000 42,840 084 CONCRETE BACKFILL (PIPE TRENCH) CY 661.0000 27,762.00 42.000 27,762 (F) 085 18" PLASTIC PIPE LF 771.0000 15,420.00 20.000 15,420 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 087 12" CORRUGATED STEEL PIPE (.079" THICK) LF 612.0000 14,076.00 24.000 14,688 088 18" CORRUGATED STEEL PIPE (.109" THICK) LF 423.0000 46,530.00 102.000 43,146 089 24" CORRUGATED STEEL PIPE (.109" THICK) LF 588.0000 29,400.00 50.000 29,400 090 17" X 13" CORRUGATED STEEL PIPE ARCH LF 428.0000 17,548.00 42.000 17,976 (.079" THICK) 091 24" X 18" CORRUGATED STEEL PIPE ARCH LF 671.0000 26,840.00 40.000 26,840 (.079" THICK) 092 28" X 20" CORRUGATED STEEL PIPE ARCH LF 468.0000 28,080.00 60.000 28,080 (.079" THICK) 093 42" X 29" CORRUGATED STEEL PIPE ARCH LF 653.0000 65,300.00 48.000 31,344 (.079" THICK) 094 DRAINAGE INLET MARKER EA 40.0000 320.00 0.000 0 095 18" ALTERNATIVE FLARED END SECTION EA 360.0000 720.00 2.000 720 096 ABANDON CULVERT (LF) LF 90.0000 6,300.00 70.000 6,300 097 REMOVE CULVERT (LF) LF 8.0000 4,800.00 600.000 4,800 098 REMOVE INLET EA 503.0000 2,515.00 5.000 2,515 099 REMOVE HEADWALL EA 629.0000 2,516.00 4.000 2,516 100 ADJUST MANHOLE TO GRADE EA 5,000.0000 10,000.00 0.000 0 101 ADJUST FRAME AND COVER TO GRADE EA 3,100.0000 3,100.00 0.000 0 102 SAND BACKFILL CY 305.0000 3,355.00 11.000 3,355 103 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 453.0000 9,060.00 20.000 9,060 METHOD B) (CY) PROGRAM CAS145 PAGE 5 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 07:20 PM ESTIMATE NO. 004 BID OPENING 01/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: WONG, ANDREW 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 MINOR CONCRETE (CURB) (CY) CY 2,371.0000 142,260.00 22.000 52,162 105 MINOR CONCRETE (GUTTER) (CY) CY 4,430.0000 14,176.00 0.000 0 106 DETECTABLE WARNING SURFACE SQFT 155.0000 55,800.00 113.000 17,515.00 300.000 46,500 107 MINOR CONCRETE (GUTTER DEPRESSION) CY 3,178.0000 19,068.00 2.000 6,356.00 2.000 6,356 108 MINOR CONCRETE (DRIVEWAY) CY 2,712.0000 65,088.00 2.000 5,424.00 2.000 5,424 109 MINOR CONCRETE (TEXTURED PAVING) CY 3,186.0000 254,880.00 22.500 71,685.00 40.000 127,440 110 REMOVE CONCRETE (CURB, GUTTER, AND CY 275.0000 49,500.00 62.900 17,297.50 122.600 33,715 SIDEWALK) (CY) 111 PRE/POST CONSTRUCTION SURVEYS EA 1,200.0000 26,400.00 0.000 0 112 MISCELLANEOUS IRON AND STEEL LB 3.0000 6,852.00 2,284.000 6,852 (F) 113 TYPE 'C' CATCH BASIN FRAME AND GRATE EA 4,600.0000 13,800.00 3.000 13,800 114 ADJUST WATER VALVE TO GRADE EA 35.0000 1,295.00 0.000 0 115 REMOVE AND REPLACE MONUMENT EA 368.0000 6,624.00 0.000 0 116 PAINT CURB (2-COAT) SQFT 2.0000 2,400.00 0.000 0 117 STAIN GALVANIZED SURFACES (LF) LF 250.0000 10,250.00 41.000 10,250 118 STAIN GALVANIZED SURFACES (EA) EA 2,600.0000 2,600.00 1.000 2,600 119 ROCK STAIN SQFT 26.0000 4,420.00 0.000 0 120 TEMPORARY FENCE (TYPE CL-6) LF 75.0000 11,250.00 150.000 11,250 121 RECONSTRUCT FENCE LF 150.0000 16,500.00 110.000 16,500 122 DELINEATOR (CLASS 1) EA 60.0000 6,600.00 0.000 0 123 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 16,770.00 0.000 0 124 TREATMENT BEST MANAGEMENT PRACTICE EA 60.0000 360.00 0.000 0 MARKER 125 OBJECT MARKER (TYPE P) EA 60.0000 2,400.00 0.000 0 126 REMOVE ROADSIDE SIGN EA 100.0000 3,200.00 0.000 0 127 REMOVE ROADSIDE SIGN PANEL EA 50.0000 7,000.00 0.000 0 128 REMOVE METAL POST EA 500.0000 1,500.00 0.000 0 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.6000 36,520.00 0.000 0 (0.063"-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 4,255.00 0.000 0 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 6 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 07:20 PM ESTIMATE NO. 004 BID OPENING 01/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: WONG, ANDREW 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 ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 37.6500 7,153.50 0.000 0 (0.063"-FRAMED) 132 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.2500 967.50 0.000 0 (0.080"-FRAMED) 133 ROADSIDE SIGN - ONE POST EA 400.0000 40,000.00 0.000 0 134 ROADSIDE SIGN - TWO POST EA 900.0000 3,600.00 0.000 0 135 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 150.0000 21,000.00 0.000 0 POST 136 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 38.0000 144,780.00 0.000 0 137 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 55,000.00 0.000 0 138 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 138.0000 138.00 0.000 0 139 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,750.0000 120,000.00 0.000 0 140 ALTERNATIVE CRASH CUSHION TL-3 EA 52,000.0000 364,000.00 0.000 0 141 CONCRETE BARRIER (TYPE 60M) LF 621.0000 43,470.00 0.000 0 142 CONCRETE BARRIER TRANSITION LF 1,532.0000 68,940.00 0.000 0 (F) 143 REMOVE GUARDRAIL LF 6.0000 18,840.00 0.000 0 144 REMOVE CONCRETE BARRIER LF 125.0000 10,000.00 0.000 0 145 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.0000 25,650.00 0.000 0 WET NIGHT VISIBILITY) 146 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 376,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 147 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 3,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 148 12" RUMBLE STRIP (ASPHALT CONCRETE STA 65.0000 26,000.00 0.000 0 PAVEMENT-SINUSOIDAL) 149 RECTANGULAR RAPID FLASHING BEACON LS 220,000.0000 220,000.00 0.402 88,440.00 0.402 88,440 SYSTEMS 150 PEDESTRIAN HYBRID BEACON SYSTEMS LS 145,000.0000 145,000.00 0.444 64,380.00 0.444 64,380 151 RADAR SPEED FEEDBACK SIGN SYSTEMS LS 52,000.0000 52,000.00 0.000 0 152 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 153 REMOVE PAINTED TRAFFIC STRIPE LF 0.4500 720.00 0.000 0 154 REMOVE PAVEMENT MARKER EA 1.0000 36.00 0.000 0 155 REMOVE PAVEMENT MARKING SQFT 2.5000 1,350.00 0.000 0 156 TEMPORARY GRAVEL BAG BERM LF 16.8700 5,061.00 42.000 708 157 VIBRATION AND CRACK MONITORING LS 18,700.0000 18,700.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 07:20 PM ESTIMATE NO. 004 BID OPENING 01/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: WONG, ANDREW 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 ------------------------------------------------------------------------------------------------------------------------------------ 158 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 159 MOBILE BARRIER TRAILER MO 32,000.0000 64,000.00 0.000 0 160 PHOTO AND VIDEO SURVEY OF EXISTING LS 10,000.0000 10,000.00 0.000 0 NON-HIGHWAY FACILITIES PROGRAM CAS145 PAGE 8 DATE 09/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9604 TIME 07:20 PM ESTIMATE NO. 004 BID OPENING 01/11/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: WONG, ANDREW 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 511,449.00 2,226,641.14 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 231,851.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 511,449.00 2,458,492.36 161 MOBILIZATION LS 1,032,000.0000 1,032,000.00 0.750 774,000 ORIGINAL CONTRACT AMOUNT 14,588,627.50 TOTAL WORK COMPLETED 511,449.00 3,232,492.36 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -116,876.88 -184,817.62 TOTAL 394,572.12 3,047,674.74 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 03/07/24 510 03/22/24 03/22/24 04/14/26 65 62 0 0 21% 13% PROGRESS IS SATISFACTORY WONG, ANDREW RESIDENT ENGINEER