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 03/08/23 EST. NO. 009 TIME 09:20 AM R.E. NAME: CHAHAL, HARPAL 04-2Q0004 --------------------------------------------------------------------------- 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 03/08/23 EST. NO. 009 TIME 09:20 AM R.E. NAME: CHAHAL, HARPAL 04-2Q0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/08/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q0004 TIME 09:20 AM ESTIMATE NO. 009 BID OPENING 03/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/14/22 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 03/08/23 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-ALA-92-R5.1/R5.1 ---------------------------------- 04-ALA-580-R8.3/R32.7 MYERS & SONS CONSTRUCTION, LLC IN ALAMEDA COUNTY ON ROUTES 92, 04-ALA-680-M0.1/R21.9 45 MORRISON AVENUE; 580, 680 AND 880 AT VARIOUS SACRAMENTO CA 95838 LOCATIONS FED. AID NO. I- 680-1(572)10,I- 580-1(573)26 WORK DESCRIPTION INCLUDES PATCHING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,050.0000 194,750.00 95.000 194,750 003 CONSTRUCTION AREA SIGNS LS 18,500.0000 18,500.00 1.000 18,500 004 TRAFFIC CONTROL SYSTEM LS 245,000.0000 245,000.00 1.000 245,000 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 300.0000 27,000.00 90.000 27,000 006 PORTABLE RADAR SPEED FEEDBACK SIGN EA 21.0000 7,350.00 350.000 7,350 SYSTEM DAY 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 1.000 15,000 008 JOB SITE MANAGEMENT LS 1,500.0000 1,500.00 1.000 1,500 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 010 TEMPORARY CONCRETE WASHOUT LS 7,000.0000 7,000.00 1.000 7,000 011 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.5000 9,900.00 1,887.000 10,378 STRIPE (HAZARDOUS WASTE) 012 TREATED WOOD WASTE LB 1.0000 4,910.00 4,910.000 4,910 013 NOISE MONITORING LS 500.0000 500.00 1.000 500 014 SOIL DENSIFICATION LB 5.4000 62,640.00 11,570.000 62,478 (HIGH DENSITY POLYURETHANE) 015 BASE BOND BREAKER SQYD 18.0000 6,120.00 459.000 8,262 016 HOT MIX ASPHALT (TYPE A) TON 247.0000 187,720.00 852.030 210,451 017 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 35.0000 4,900.00 140.000 4,900 018 TACK COAT TON 700.0000 350.00 5.210 3,647 019 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 700.00 140.000 700 020 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 14.0000 42,840.00 3,446.420 48,249 021 REMOVE BASE AND SURFACING CY 196.0000 11,760.00 60.000 11,760 022 CONCRETE PAVEMENT (RSC) CY 790.0000 118,500.00 150.000 118,500 PROGRAM CAS145 PAGE 2 DATE 03/08/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q0004 TIME 09:20 AM ESTIMATE NO. 009 BID OPENING 03/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/14/22 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 03/08/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 DRILL AND BOND (DOWEL BAR) EA 100.0000 7,000.00 70.000 7,000 024 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 275.0000 57,750.00 210.000 57,750 025 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 6,600.0000 39,600.00 6.000 39,600 (F) 026 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,494.0000 969,606.00 616.000 920,304 (TYPE R) 027 PAVING NOTCH EXTENSION CF 240.0000 92,400.00 345.000 82,800 028 CLEAN EXPANSION JOINT LF 43.0000 18,576.00 432.000 18,576 029 JOINT SEAL (MR 1") LF 57.0000 40,014.00 702.000 40,014 030 JOINT SEAL (MR 1 1/2") LF 100.0000 24,400.00 244.000 24,400 031 BAR REINFORCING STEEL (BRIDGE) LB 2.6000 1,274.00 490.000 1,274 (F) 032 PUBLIC SAFETY PLAN LS 4,000.0000 4,000.00 1.000 4,000 033 RAPID SETTING CONCRETE (PATCH) CF 130.0000 43,160.00 249.000 32,370 034 REMOVE ASPHALT CONCRETE SURFACING SQFT 30.0000 13,200.00 440.000 13,200 035 REMOVE UNSOUND CONCRETE CF 200.0000 66,400.00 249.000 49,800 036 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 30,981.00 103,270.000 30,981 037 FURNISH POLYESTER CONCRETE OVERLAY CF 73.0000 393,762.00 5,394.000 393,762 038 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.2000 172,592.00 53,935.000 172,592 (F) 039 TREAT BRIDGE DECK SQFT 0.5000 24,667.50 49,335.000 24,667 (F) 040 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 54.0000 32,724.00 738.000 39,852 041 BRIDGE REMOVAL (PORTION), LOCATION A LS 68,000.0000 68,000.00 1.000 68,000 042 BRIDGE REMOVAL (PORTION), LOCATION B LS 68,000.0000 68,000.00 1.000 68,000 043 REPLACE ACCESS DOOR EA 6,500.0000 13,000.00 2.000 13,000 044 PAINT BRIDGE IDENTIFICATION EA 300.0000 900.00 3.000 900 045 MINOR CONCRETE (CURB) (LF) LF 500.0000 7,500.00 29.000 14,500 046 REMOVE PAVEMENT MARKER EA 1.0000 210.00 291.000 291 047 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 1,400.00 282.000 1,410 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.0000 384.00 12.000 384 (0.063"-UNFRAMED) 049 ROADSIDE SIGN - ONE POST EA 275.0000 550.00 2.000 550 PROGRAM CAS145 PAGE 3 DATE 03/08/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q0004 TIME 09:20 AM ESTIMATE NO. 009 BID OPENING 03/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/14/22 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 03/08/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 50.0000 15,000.00 300.000 15,000 051 TRANSITION RAILING (TYPE WB-31) EA 5,500.0000 11,000.00 2.000 11,000 052 CONCRETE BARRIER TRANSITION LF 2,950.0000 20,650.00 7.000 20,650 053 REMOVE GUARDRAIL LF 11.0000 3,850.00 350.000 3,850 054 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 1,120.00 106.000 848 (ENHANCED WET NIGHT VISIBILITY) 055 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 3,720.00 1,748.000 6,992 (ENHANCED WET NIGHT VISIBILITY) 056 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 720.00 377.000 2,262 (ENHANCED WET NIGHT VISIBILITY) 057 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 6,255.00 4,170.000 6,255 058 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 450.00 84.000 420 059 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.0000 2,160.00 175.000 2,100 (WARRANTY) (BROKEN 12-3) 060 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 35,900.00 3,621.000 36,210 (WARRANTY) 061 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.0000 5,350.00 1,250.000 6,250 (WARRANTY) (BROKEN 17-7) 062 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.5000 24,915.00 3,490.000 19,195 (WARRANTY) (BROKEN 36-12) 063 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 15.0000 20,400.00 1,180.000 17,700 (WARRANTY) PROGRAM CAS145 PAGE 4 DATE 03/08/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Q0004 TIME 09:20 AM ESTIMATE NO. 009 BID OPENING 03/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/14/22 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 03/08/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,272,546.29 ADJUSTMENT OF COMPENSATION 0.00 7,208.40 EXTRA WORK 0.00 142,827.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 3,422,582.36 064 MOBILIZATION LS 351,515.0000 351,515.00 1.000 351,515 ORIGINAL CONTRACT AMOUNT 3,664,995.50 TOTAL WORK COMPLETED 0.00 3,774,097.36 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 3,774,097.36 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 05/09/22 95 05/24/22 05/24/22 12/14/22 98 44 3 0 100% 100% CHAHAL, HARPAL RESIDENT ENGINEER