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 06/18/24 EST. NO. 005 TIME 02:04 PM R.E. NAME: BRAR, BALJINDER 05-1M7604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 6,262.07 E.W. @ F.A.(+) 012624 N 0021.0 6,262.07 TOTAL THIS ESTIMATE 38,223.31 TOTAL PREVIOUS ESTIMATE 44,485.38 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 06/18/24 EST. NO. 005 TIME 02:04 PM R.E. NAME: BRAR, BALJINDER 05-1M7604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 10% PERF FAILURE -87,345.41 002 10% PERF FAILURE RTN 87,345.41 003 ANNUAL CEM-4401 2023 -10,000.00 004 MISS CEM-2410 CUF -30,000.00 004 DBE NONCOMPLIANCE -53,763.91 005 MISS CEM-2402 -10,000.00 005 MISS CEM-2410S -100,000.00 005 -163,763.91 -203,763.91 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 004 MISS PAYROLLS -10,000.00 005 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -173,763.91 -223,763.91 PROGRAM CAS145 PAGE 1 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M7604 TIME 02:04 PM ESTIMATE NO. 005 BID OPENING 06/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/24/24 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 06/18/24 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 05-MON-101-81.0/81.5 ---------------------------------------- GRANITE CONSTRUCTION COMPANY MONTEREY COUNTY SOUTH OF SALINAS ALONG 580 W BEACH STREET ROUTE 101 NORTH FROM SPENCE ROAD TO WATSONVILLE CA 95076 ECKHARDT ROAD INTERSECTION FED. AID NO. CDSL-6205(31) CONSTRUCT ACCELERATION LANE WITH NEW HMA ( ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,200.0000 4,200.00 1.000 4,200 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.750 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,300.0000 165,000.00 50.000 165,000 004 CONSTRUCTION AREA SIGNS LS 23,000.0000 23,000.00 1.000 23,000 005 TRAFFIC CONTROL SYSTEM LS 55,000.0000 55,000.00 1.000 55,000 006 TYPE III BARRICADE EA 320.0000 960.00 3.000 960 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.0000 18,870.00 5,659.000 16,977 008 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,750.00 55.000 2,750 009 TEMPORARY PAVEMENT MARKER EA 4.0000 440.00 84.000 336 010 TEMPORARY BARRIER SYSTEM LF 58.0000 98,600.00 1,700.000 98,600 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 3,150.0000 3,150.00 1.000 3,150 012 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 2,625.0000 2,625.00 1.000 2,625 013 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 2,850.0000 2,850.00 1.000 2,850 SYSTEM 014 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.100 300.00 1.000 3,000 PLAN 016 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 017 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 350.0000 1,050.00 1.000 350 CONTROL) 018 TEMPORARY HYDRAULIC MULCH SQYD 0.6100 3,172.00 0.000 0 019 TEMPORARY CHECK DAM LF 5.6000 1,120.00 100.000 560 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,500.00 5.000 1,500 021 TEMPORARY GRAVEL BAG BERM LF 10.5500 1,688.00 160.000 1,688 022 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 2.000 10,000 PROGRAM CAS145 PAGE 2 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M7604 TIME 02:04 PM ESTIMATE NO. 005 BID OPENING 06/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/24/24 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 34,580.0000 34,580.00 1.000 34,580 024 TEMPORARY CONCRETE WASHOUT LS 100.0000 100.00 1.000 100 025 TREATED WOOD WASTE LB 2.0000 520.00 130.000 260 026 TEMPORARY HIGH-VISIBILITY FENCE LF 3.8300 4,979.00 1,300.000 4,979 027 CLEARING AND GRUBBING (LS) LS 65,000.0000 65,000.00 1.000 65,000 028 ROADWAY EXCAVATION CY 100.0000 360,000.00 95.000 9,500.00 3,207.000 320,700 029 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 10.7400 34,368.00 166.670 1,790.04 3,125.000 33,562 B1 030 HYDROSEED SQFT 0.1400 6,510.00 46,500.000 6,510 031 COMPOST (CY) CY 155.0000 23,250.00 150.000 23,250 032 CLASS 1 AGGREGATE SUBBASE CY 48.0000 61,440.00 66.660 3,199.68 1,250.000 60,000 033 CLASS 2 AGGREGATE BASE (CY) CY 88.0000 66,000.00 38.900 3,423.20 729.170 64,166 034 HOT MIX ASPHALT (TYPE A) TON 175.0000 442,750.00 250.200 43,785.00 2,356.800 412,440 035 TACK COAT TON 3,000.0000 9,000.00 3.000 9,000 036 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 110.0000 15,400.00 140.000 15,400 037 24" REINFORCED CONCRETE PIPE LF 2,700.0000 4,050.00 1.500 4,050 038 24" CONCRETE FLARED END SECTION EA 2,500.0000 2,500.00 1.000 2,500 039 REMOVE HEADWALL EA 2,800.0000 2,800.00 1.000 2,800 040 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 250.0000 1,750.00 7.000 1,750 METHOD B) (CY) 041 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 91.00 13.000 91 042 REMOVE PAVEMENT MARKER EA 2.0000 220.00 84.000 168 043 DELINEATOR (CLASS 1) EA 50.0000 350.00 7.000 350 044 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 720.00 166.000 664 045 REMOVE ROADSIDE SIGN EA 250.0000 1,000.00 4.000 1,000 046 RELOCATE ROADSIDE SIGN-TWO POST EA 1,000.0000 1,000.00 1.000 1,000 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 770.00 35.000 770 (0.063"-UNFRAMED) 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 175.00 7.000 175 (0.080"-UNFRAMED) 049 ROADSIDE SIGN - ONE POST EA 485.0000 1,940.00 4.000 1,940 PROGRAM CAS145 PAGE 3 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M7604 TIME 02:04 PM ESTIMATE NO. 005 BID OPENING 06/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/24/24 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 3,871.00 5,422.000 3,795 051 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 1,560.00 260.000 1,560 052 12" RUMBLE STRIP (ASPHALT CONCRETE STA 750.0000 17,250.00 23.000 17,250 PAVEMENT) 053 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 4,860.00 810.000 4,860 (WARRANTY) (BROKEN 12-3) 054 CROSSWALK AND PAVEMENT MARKING TAPE WITH SQFT 110.0000 34,100.00 302.000 33,220 CONTRAST 055 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.0000 31,360.00 4,480.000 31,360 (WARRANTY) 056 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 21,060.00 3,439.000 20,634 (WARRANTY) (BROKEN 36-12) 057 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.0000 5,040.00 420.000 5,040 (WARRANTY) PROGRAM CAS145 PAGE 4 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M7604 TIME 02:04 PM ESTIMATE NO. 005 BID OPENING 06/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/24/24 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 63,997.92 1,606,971.86 ADJUSTMENT OF COMPENSATION 0.00 -24,515.00 EXTRA WORK 6,262.07 69,000.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 70,259.99 1,651,457.24 058 MOBILIZATION LS 187,000.0000 187,000.00 1.000 187,000 ORIGINAL CONTRACT AMOUNT 1,878,339.00 TOTAL WORK COMPLETED 70,259.99 1,838,457.24 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -173,763.91 -223,763.91 TOTAL -103,503.92 1,614,693.33 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 07/24/23 50 09/18/23 09/18/23 05/24/24 48 125 0 0 100% 100% BRAR, BALJINDER RESIDENT ENGINEER