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 02/26/20 EST. NO. 008 TIME 07:43 AM R.E. NAME: ELGHASSEIN, DEAN 03-0H4704 --------------------------------------------------------------------------- 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 02/26/20 EST. NO. 008 TIME 07:43 AM R.E. NAME: ELGHASSEIN, DEAN 03-0H4704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTTR DATED 10/19 -8,000.00 004 RELEASE 10/19 DEDUCT 8,000.00 005 PER LTTR DATED 12/19 -5,000.00 006 PER LTTR DATED 1/20 -1,000.00 007 RELEASE 12/19 DEDUCT 5,000.00 008 RELEASE 1/19 DEDUCT 1,000.00 008 6,000.00 0.00 TOTAL DEDUCTIONS 6,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4704 TIME 07:43 AM ESTIMATE NO. 008 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: ELGHASSEIN, DEAN DATE OF THIS ESTIMATE 02/26/20 LOCATION PROGRESS ESTIMATE 03-SAC-80-1.2/11.3 ----------------- O.C. JONES & SONS, INC. IN SACRAMENTO COUNTY AT VARIOUS 1520 FOURTH STREET LOCATIONS FROM 0.2 MILE WEST BERKELEY CA 94710 OF EL CAMINO AVENUE OVERCROSSING TO 0.2 MILE EAST OF ROUTE 80/244 SEPARATION FED. AID NO. B1IM-080 -3(246)E REHABILITATE PAVEMENT (HMA & PCC) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.190 760.00 0.950 3,800 003 TIME-RELATED OVERHEAD (LS) LS 295,000.0000 295,000.00 0.050 14,750.00 0.900 265,500 004 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 0.200 2,800.00 0.950 13,300 005 TRAFFIC CONTROL SYSTEM LS 385,000.0000 385,000.00 0.030 11,550.00 0.950 365,750 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 4.0000 1,000.00 250.000 1,000 007 CHANNELIZER (SURFACE MOUNTED) EA 80.0000 2,400.00 30.000 2,400 008 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 50,000.0000 50,000.00 0.080 4,000.00 1.000 50,000 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.030 1,200.00 0.950 38,000 010 TEMPORARY RAILING (TYPE K) LF 60.0000 60,000.00 1,000.000 60,000 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 6,000.0000 36,000.00 6.000 36,000 012 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 0.050 2,000.00 0.920 36,800 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 690.0000 690.00 1.000 690 014 TEMPORARY CHECK DAM LF 7.5000 6,225.00 0.000 0 015 TEMPORARY DRAINAGE INLET PROTECTION EA 167.0000 10,354.00 16.000 2,672.00 62.000 10,354 016 TEMPORARY GRAVEL BAG BERM LF 9.1000 49,049.00 0.000 0 017 TEMPORARY CONCRETE WASHOUT LS 18,000.0000 18,000.00 0.050 900.00 0.970 17,460 018 TREATED WOOD WASTE LB 0.1000 10,700.00 78,043.000 7,804.30 78,043.000 7,804 019 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 5.0000 5,750.00 1,150.000 5,750.00 1,150.000 5,750 020 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 0.130 3,250.00 1.000 25,000 021 ROADWAY EXCAVATION CY 240.0000 91,200.00 54.370 13,048.80 380.000 91,200 022 SHOULDER BACKING TON 87.0000 62,640.00 775.000 67,425 PROGRAM CAS145 PAGE 2 DATE 02/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4704 TIME 07:43 AM ESTIMATE NO. 008 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: ELGHASSEIN, DEAN DATE OF THIS ESTIMATE 02/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 5.0000 11,000.00 0.000 0 CLASS B2 024 IMPORTED TOPSOIL (CY) CY 800.0000 4,800.00 0.000 0 025 BONDED FIBER MATRIX (SQFT) SQFT 0.1800 1,782.00 0.000 0 026 CLASS 2 AGGREGATE BASE (CY) CY 300.0000 96,000.00 20.000 6,000.00 320.000 96,000 027 REPLACE ASPHALT CONCRETE SURFACING CY 250.0000 335,000.00 1,622.820 405,705 028 HOT MIX ASPHALT (TYPE A) TON 122.0000 2,269,200.00 20,374.640 2,485,706 029 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.9500 1,462.50 0.000 0 030 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.9500 25,155.00 0.000 0 031 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.9500 16,887.00 0.000 0 032 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.9500 5,421.00 0.000 0 033 TACK COAT TON 1,100.0000 82,500.00 53.000 58,300 034 REMOVE ASPHALT CONCRETE DIKE LF 2.2000 55,220.00 1,273.500 2,801.70 25,100.000 55,220 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.1000 465,000.00 164,630.210 510,353 036 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 780.0000 468,000.00 861.000 671,580 037 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,500.0000 11,000.00 1.000 5,500.00 2.000 11,000 (F) 038 MINOR CONCRETE (MINOR STRUCTURE) CY 3,750.0000 45,000.00 6.000 22,500.00 12.000 45,000 (F) 039 18" ALTERNATIVE PIPE CULVERT LF 1,200.0000 4,560.00 3.800 4,560 040 DRAINAGE INLET MARKER EA 60.0000 60.00 1.000 60.00 1.000 60 041 REMOVE INLET EA 3,400.0000 3,400.00 1.000 3,400 042 ADJUST INLET EA 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000 043 DETECTABLE WARNING SURFACE SQFT 18.0000 25,740.00 158.000 2,844.00 1,430.000 25,740 044 MINOR CONCRETE (CURB, SIDEWALK AND CY 960.0000 307,200.00 20.000 19,200.00 320.000 307,200 CURB RAMP) 045 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 45.0000 58,950.00 28.900 1,300.50 1,310.000 58,950 046 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 43,200.00 53.000 1,060.00 2,160.000 43,200 047 PRE/POST CONSTRUCTION SURVEYS EA 900.0000 68,400.00 30.000 27,000.00 76.000 68,400 048 MISCELLANEOUS IRON AND STEEL LB 4.0000 1,496.00 374.000 1,496 (F) 049 DELINEATOR (CLASS 1) EA 30.0000 14,400.00 300.000 9,000.00 380.000 11,400 PROGRAM CAS145 PAGE 3 DATE 02/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4704 TIME 07:43 AM ESTIMATE NO. 008 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: ELGHASSEIN, DEAN DATE OF THIS ESTIMATE 02/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 17,300.00 3,734.000 18,670 051 OBJECT MARKER (TYPE K-1) EA 35.0000 455.00 13.000 455.00 13.000 455 052 OBJECT MARKER (TYPE L-1) EA 35.0000 420.00 12.000 420.00 12.000 420 053 REMOVE ROADSIDE SIGN EA 50.0000 1,800.00 0.000 0 054 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.6500 1,033.05 0.000 0 (0.063"-UNFRAMED) 055 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 4,160.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 056 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 1,687.50 0.000 0 (0.080"-UNFRAMED) 057 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 540.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 058 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 275.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.2000 1,254.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 060 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.8000 2,622.00 0.000 0 061 ROADSIDE SIGN - ONE POST EA 225.0000 4,050.00 0.000 0 062 ROADSIDE SIGN - TWO POST EA 850.0000 2,550.00 0.000 0 063 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,200.00 0.000 0 METHOD) 064 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 208,200.00 5,225.000 156,750.00 5,225.000 156,750 065 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 40.0000 16,000.00 400.000 16,000.00 400.000 16,000 066 VEGETATION CONTROL (MINOR CONCRETE) SQYD 78.0000 476,580.00 1,229.500 95,901.00 1,229.500 95,901 067 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 45,600.00 3.000 11,400.00 3.000 11,400 068 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 16,100.00 18.000 12,600.00 18.000 12,600 069 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 91,800.00 19.000 64,600.00 19.000 64,600 070 REMOVE GUARDRAIL LF 3.0000 22,920.00 5,580.500 16,741.50 5,580.500 16,741 071 RECONSTRUCT GUARDRAIL (WOOD POST) LF 42.0000 5,040.00 0.000 0 072 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 55,920.00 561.000 3,366.00 9,320.000 55,920 (ENHANCED WET NIGHT VISIBILITY) 073 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 13,400.00 3,302.000 3,302.00 13,400.000 13,400 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 4 DATE 02/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4704 TIME 07:43 AM ESTIMATE NO. 008 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: ELGHASSEIN, DEAN DATE OF THIS ESTIMATE 02/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 074 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 9,440.00 9,373.000 9,373.00 9,440.000 9,440 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 075 4"THERMOPLASTIC TRAFFIC STRIPE (ENHANCED LF 2.0000 126.00 63.000 126.00 63.000 126 WET NIGHT VISIBILITY) 076 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 85,300.00 87,706.000 87,706 (ENHANCED WET NIGHT VISIBILITY) 077 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 35,200.00 19,849.000 39,698 (ENHANCED WET NIGHT VISIBILITY) 078 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 3,980.00 43.000 86.00 1,990.000 3,980 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 079 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 1,000.00 250.000 1,000.00 250.000 1,000 080 LOCATING AND MAPPING UNDERGROUND LS 18,000.0000 18,000.00 0.300 5,400.00 0.710 12,780 FACILITIES 081 MODIFYING EXISTING ELECTRICAL SYSTEM LS 950,000.0000 950,000.00 0.075 71,250.00 0.785 745,750 PROGRAM CAS145 PAGE 5 DATE 02/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4704 TIME 07:43 AM ESTIMATE NO. 008 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: ELGHASSEIN, DEAN DATE OF THIS ESTIMATE 02/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 640,521.80 7,332,841.53 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 23,814.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 640,521.80 7,356,655.74 082 MOBILIZATION LS 695,000.0000 695,000.00 1.000 695,000 ORIGINAL CONTRACT AMOUNT 8,424,794.05 TOTAL WORK COMPLETED 640,521.80 8,051,655.74 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 6,000.00 0.00 TOTAL 646,521.80 8,051,655.74 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 03/04/19 100 06/03/19 06/03/19 03/24/20 101 77 0 0 89% 100% PROGRESS IS SATISFACTORY ELGHASSEIN, DEAN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/26/20