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 11/27/23 EST. NO. 002 TIME 08:03 PM R.E. NAME: BALJINDER BRAR 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 --------------------------------------------------------------------------- *** 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 11/27/23 EST. NO. 002 TIME 08:03 PM R.E. NAME: BALJINDER BRAR 05-1M7604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 10% PERF FAILURE -87,345.41 002 -87,345.41 -87,345.41 TOTAL DEDUCTIONS -87,345.41 -87,345.41 PROGRAM CAS145 PAGE 1 DATE 11/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M7604 TIME 08:03 PM ESTIMATE NO. 002 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 11/20/23 R.E. NAME: BALJINDER BRAR DATE OF THIS ESTIMATE 11/27/23 LOCATION PROGRESS ESTIMATE 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 0.250 2,500.00 0.500 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,300.0000 165,000.00 16.000 52,800.00 41.000 135,300 004 CONSTRUCTION AREA SIGNS LS 23,000.0000 23,000.00 0.100 2,300.00 0.850 19,550 005 TRAFFIC CONTROL SYSTEM LS 55,000.0000 55,000.00 0.320 17,600.00 0.820 45,100 006 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 98,600.00 340.000 19,720.00 1,700.000 98,600 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 3,150.0000 3,150.00 0.320 1,008.00 0.820 2,583 012 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 0.320 912.00 0.820 2,337 SYSTEM 014 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.320 6,400.00 0.820 16,400 015 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.130 390.00 0.830 2,490 PLAN 016 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 017 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 1.000 5,000.00 2.000 10,000 PROGRAM CAS145 PAGE 2 DATE 11/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M7604 TIME 08:03 PM ESTIMATE NO. 002 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 11/20/23 R.E. NAME: BALJINDER BRAR DATE OF THIS ESTIMATE 11/27/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.320 11,065.60 0.820 28,355 024 TEMPORARY CONCRETE WASHOUT LS 100.0000 100.00 1.000 100.00 1.000 100 025 TREATED WOOD WASTE LB 2.0000 520.00 130.000 260.00 130.000 260 026 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 1,912.000 191,200.00 3,112.000 311,200 029 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 10.7400 34,368.00 1,958.330 21,032.46 2,958.330 31,772 B1 030 HYDROSEED SQFT 0.1400 6,510.00 46,500.000 6,510.00 46,500.000 6,510 031 COMPOST (CY) CY 155.0000 23,250.00 150.000 23,250.00 150.000 23,250 032 CLASS 1 AGGREGATE SUBBASE CY 48.0000 61,440.00 1,183.340 56,800.32 1,183.340 56,800 033 CLASS 2 AGGREGATE BASE (CY) CY 88.0000 66,000.00 690.270 60,743.76 690.270 60,743 034 HOT MIX ASPHALT (TYPE A) TON 175.0000 442,750.00 1,583.880 277,179.00 1,606.800 281,190 035 TACK COAT TON 3,000.0000 9,000.00 2.750 8,250.00 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 0.000 0 044 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 720.00 166.000 664.00 166.000 664 045 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 1,000.00 1.000 1,000 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 770.00 35.000 770.00 35.000 770 (0.063"-UNFRAMED) 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 175.00 7.000 175.00 7.000 175 (0.080"-UNFRAMED) 049 ROADSIDE SIGN - ONE POST EA 485.0000 1,940.00 4.000 1,940.00 4.000 1,940 PROGRAM CAS145 PAGE 3 DATE 11/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M7604 TIME 08:03 PM ESTIMATE NO. 002 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 11/20/23 R.E. NAME: BALJINDER BRAR DATE OF THIS ESTIMATE 11/27/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 17,250.00 23.000 17,250 PAVEMENT) 053 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 4,860.00 810.000 4,860.00 810.000 4,860 (WARRANTY) (BROKEN 12-3) 054 CROSSWALK AND PAVEMENT MARKING TAPE WITH SQFT 110.0000 34,100.00 230.000 25,300.00 230.000 25,300 CONTRAST 055 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.0000 31,360.00 4,400.000 30,800.00 4,400.000 30,800 (WARRANTY) 056 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 21,060.00 3,439.000 20,634.00 3,439.000 20,634 (WARRANTY) (BROKEN 36-12) 057 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.0000 5,040.00 420.000 5,040.00 420.000 5,040 (WARRANTY) PROGRAM CAS145 PAGE 4 DATE 11/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1M7604 TIME 08:03 PM ESTIMATE NO. 002 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 11/20/23 R.E. NAME: BALJINDER BRAR DATE OF THIS ESTIMATE 11/27/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 873,454.14 1,390,014.54 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 873,454.14 1,390,014.54 058 MOBILIZATION LS 187,000.0000 187,000.00 0.050 9,350.00 1.000 187,000 ORIGINAL CONTRACT AMOUNT 1,878,339.00 TOTAL WORK COMPLETED 882,804.14 1,577,014.54 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -87,345.41 -87,345.41 TOTAL 795,458.73 1,489,669.13 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 07/24/23 50 09/18/23 09/18/23 11/30/23 44 0 0 0 84% 88% PROGRESS IS SATISFACTORY BALJINDER BRAR RESIDENT ENGINEER