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 08/02/23 EST. NO. 012 TIME 11:42 AM R.E. NAME: PANNU, ART 05-1M4604 --------------------------------------------------------------------------- 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 08/02/23 EST. NO. 012 TIME 11:42 AM R.E. NAME: PANNU, ART 05-1M4604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% PERFORMANCE HOLD -55,478.80 008 PERFORMANCE WITHHOLD 55,478.80 009 MISS CEM-2402F -10,000.00 011 MISS CEM-4401 -10,000.00 011 CUF VIOLATION -10,580.90 012 SUBCONTRACTG VIOLATI -1,134.00 012 -11,714.90 -31,714.90 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -4,000.00 005 MISS PAYROLLS -10,000.00 011 0.00 -14,000.00 TOTAL DEDUCTIONS -11,714.90 -45,714.90 PROGRAM CAS145 PAGE 1 DATE 08/02/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M4604 TIME 11:42 AM ESTIMATE NO. 012 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/16/23 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 08/02/23 LOCATION SEMI-FINAL ESTIMATE 05-MON-1-44.5/44.5 ------------------- FEC FUTURE CONTRACTORS AND IN MONTEREY COUNTY NEAR BIG SUR AT ENGINEERS, INC. 1.0 MILES SOUTH OF PFEIFFER 184 TECHNOLOGY DRIVE, SUITE 2 CANYON BRIDGE IRVINE CA 92618 FED. AID NO. STER-39AC(4)E CONSTRUCT SOLDIER PILE WALL AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,600.0000 2,600.00 1.000 2,600 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,040.0000 124,800.00 122.000 126,880 003 CONSTRUCTION AREA SIGNS LS 19,760.0000 19,760.00 1.000 19,760 004 TRAFFIC CONTROL SYSTEM LS 21,840.0000 21,840.00 1.000 21,840 005 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 20.8000 499.20 24.000 499 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.6000 3,978.00 535.000 1,391 007 CHANNELIZER (SURFACE MOUNTED) EA 31.2000 561.60 18.000 561 008 PORTABLE RADAR SPEED FEEDBACK SIGN EA 93.6000 22,464.00 242.000 22,651 SYSTEM DAY 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,240.0000 24,960.00 2.054 12,816 010 TEMPORARY RAILING (TYPE K) LF 57.2000 26,312.00 540.000 30,888 011 ALTERNATIVE TEMPORARY CRASH EA 4,160.0000 16,640.00 4.000 16,640 CUSHION-TL-3 012 JOB SITE MANAGEMENT LS 7,280.0000 7,280.00 1.000 7,280 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,600.0000 2,600.00 1.000 2,600 014 TEMPORARY DRAINAGE INLET PROTECTION EA 364.0000 364.00 1.000 364 015 TEMPORARY LARGE SEDIMENT BARRIER LF 20.8000 3,952.00 190.000 3,952 016 TEMPORARY CONCRETE WASHOUT LS 2,600.0000 2,600.00 1.000 2,600 017 TEMPORARY HIGH-VISIBILITY FENCE LF 10.4000 1,976.00 190.000 1,976 018 CLEARING AND GRUBBING (LS) LS 110,000.0000 110,000.00 1.000 110,000 019 ROADWAY EXCAVATION CY 208.0000 91,520.00 435.600 90,604 020 SHOULDER BACKING TON 260.0000 520.00 2.000 520 021 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 104.0000 6,032.00 58.000 6,032 (F) 022 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 260.0000 10,660.00 41.000 10,660 (F) PROGRAM CAS145 PAGE 2 DATE 08/02/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M4604 TIME 11:42 AM ESTIMATE NO. 012 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/16/23 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 08/02/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 520.0000 10,400.00 20.000 10,400 (F) 024 LEAN CONCRETE BACKFILL CY 416.0000 6,240.00 15.000 6,240 (F) 025 DITCH EXCAVATION CY 312.0000 4,368.00 19.000 5,928 026 IMPORTED BORROW (CY) CY 104.0000 24,960.00 240.000 24,960 027 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 2.0800 665.60 320.000 665 028 COMPOST SOCK LF 7.4900 2,621.50 320.000 2,396 029 HYDROSEED SQFT 0.5200 2,340.00 4,500.000 2,340 030 COMPOST (CY) CY 145.6000 2,184.00 15.000 2,184 031 CLASS 2 AGGREGATE BASE (CY) CY 208.0000 2,288.00 8.800 1,830 032 HOT MIX ASPHALT (TYPE A) TON 260.0000 31,200.00 120.000 31,200 033 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 36.4000 2,548.00 70.000 2,548 (PAVING FABRIC) 034 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 46.8000 8,424.00 180.000 8,424 035 PLACE HOT MIX ASPHALT SQYD 312.0000 18,720.00 60.000 18,720 (MISCELLANEOUS AREA) 036 TACK COAT TON 3,640.0000 3,640.00 1.000 3,640 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.8000 14,144.00 680.050 14,145 038 MODIFY AND INSTALL STEEL SOLDIER PILE LF 516.0000 160,476.00 311.000 160,476 (W 12 X 96) 039 24" DRILLED HOLE LF 208.0000 65,520.00 315.000 65,520 040 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,040.0000 54,080.00 52.000 54,080 (F) 041 TIMBER LAGGING MFBM 10,712.0000 64,272.00 6.000 64,272 (F) 042 CLEAN AND PAINT STEEL SOLDIER PILING LS 54,600.0000 54,600.00 1.000 54,600 043 CONCRETE BACKFILL (PIPE TRENCH) CY 520.0000 3,744.00 7.200 3,744 (F) 044 12" REINFORCED CONCRETE PIPE (CLASS V) LF 364.0000 16,380.00 40.500 14,742 045 12" ALTERNATIVE FLARED END SECTION EA 5,200.0000 10,400.00 2.000 10,400 046 REMOVE CULVERT (LF) LF 52.0000 2,340.00 45.000 2,340 047 ROCK SLOPE PROTECTION CY 2,600.0000 6,240.00 2.400 6,240 (20 LB, CLASS I, METHOD B) (CY) 048 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 20.8000 332.80 16.000 332 049 STAIN GALVANIZED SURFACES (LS) LS 20,800.0000 20,800.00 1.000 20,800 PROGRAM CAS145 PAGE 3 DATE 08/02/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M4604 TIME 11:42 AM ESTIMATE NO. 012 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/16/23 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 08/02/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROCK STAIN SQFT 390.0000 23,400.00 60.000 23,400 051 REMOVE PAVEMENT MARKER EA 4.1600 249.60 62.000 257 052 PAVEMENT MARKER (RETROREFLECTIVE) EA 20.8000 1,248.00 60.000 1,248 053 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 52.0000 260.00 0.000 0 (0.063"-UNFRAMED) 054 INSTALL ROADSIDE SIGN PANEL ON EA 416.0000 416.00 0.000 0 EXISTING POST 055 ALTERNATIVE CRASH CUSHION TL-3 EA 41,600.0000 83,200.00 2.000 83,200 056 CALIFORNIA ST-75 BRIDGE RAIL (MODIFIED) LF 416.0000 33,280.00 80.000 33,280 (F) 057 REMOVE CONCRETE BARRIER (TYPE K) LF 20.8000 2,496.00 120.000 2,496 058 REMOVE CRASH CUSHION EA 1,040.0000 2,080.00 2.000 2,080 059 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0800 4,971.20 2,427.000 5,048 (ENHANCED WET NIGHT VISIBILITY) 060 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 8.8400 12,110.80 1,580.000 13,967 061 TEMPORARY SIGNAL SYSTEMS LS 93,600.0000 93,600.00 1.000 93,600 PROGRAM CAS145 PAGE 4 DATE 08/02/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M4604 TIME 11:42 AM ESTIMATE NO. 012 BID OPENING 02/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/16/23 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 08/02/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 1,344,862.68 ADJUSTMENT OF COMPENSATION 0.00 -1,365.00 EXTRA WORK 0.00 12,706.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 1,356,204.14 062 MOBILIZATION LS 140,400.0000 140,400.00 1.000 140,400 ORIGINAL CONTRACT AMOUNT 1,493,558.30 TOTAL WORK COMPLETED 0.00 1,496,604.14 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -11,714.90 -45,714.90 TOTAL -11,714.90 1,450,889.24 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/01/22 120 07/26/22 07/26/22 05/16/23 122 81 2 0 100% 100% PANNU, ART RESIDENT ENGINEER