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 07/21/22 EST. NO. 002 TIME 01:24 PM R.E. NAME: HANI EISSA 03-2H1104 --------------------------------------------------------------------------- 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 07/21/22 EST. NO. 002 TIME 01:24 PM R.E. NAME: HANI EISSA 03-2H1104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 7/2022 -2,000.00 002 -2,000.00 -2,000.00 TOTAL DEDUCTIONS -2,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H1104 TIME 01:24 PM ESTIMATE NO. 002 BID OPENING 06/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: HANI EISSA DATE OF THIS ESTIMATE 07/21/22 LOCATION PROGRESS ESTIMATE 03-SAC-51-1.6/4.4 ----------------- O.C. JONES & SONS, INC. IN THE CITY OF SACRAMENTO, FROM 0.1 1520 FOURTH STREET; MILE SOUTH OF B STREET UNDERPASS BERKELEY CA 94710 (BR. 24. 0023) TO 0.4 MILES NORTH OF ARDEN WAY UNDERCROSSING (BR. NO. 24-0115) FED. AID NO. ACNH-P051(32)E PAVE AREAS BEHIND THE GORE AND AT ------------------------------------------------------------------------------------------------------------------------------------ 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 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.350 1,050.00 0.433 1,299 003 TIME-RELATED OVERHEAD (LS) LS 70,000.0000 70,000.00 0.350 24,500.00 0.433 30,310 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,000 MEETING 005 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 0.350 4,550.00 0.433 5,629 006 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.350 87,500.00 0.433 108,250 007 PORTABLE RADAR SPEED FEEBACK SIGN SYSTEM LS 15,000.0000 15,000.00 0.350 5,250.00 0.433 6,495 008 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 15,000.0000 15,000.00 0.350 5,250.00 0.350 5,250 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.350 5,250.00 0.433 6,495 010 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.350 7,000.00 0.433 8,660 011 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.750 1,125 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 1,000.00 0.000 0 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 750.00 0.000 0 014 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 015 MOVE-IN/MOVE-OUT EA 400.0000 2,400.00 1.000 400 (TEMPORARY EROSION CONTROL) 016 TEMPORARY HYDRAULIC MULCH SQYD 0.5500 2,981.00 0.000 0 (BONDED FIBER MATRIX) 017 TEMPORARY COVER SQYD 2.6500 14,363.00 222.000 588 018 TEMPORARY CHECK DAM LF 11.2600 2,026.80 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 2,275.00 3.000 525.00 16.000 2,800 020 TEMPORARY FIBER ROLL LF 2.5600 7,680.00 48.000 122.88 1,160.000 2,969 021 TEMPORARY CONSTRUCTION ENTRANCE EA 5,400.0000 10,800.00 1.000 5,400 022 TEMPORARY CONCRETE WASHOUT LS 4,500.0000 4,500.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H1104 TIME 01:24 PM ESTIMATE NO. 002 BID OPENING 06/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: HANI EISSA DATE OF THIS ESTIMATE 07/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 024 TREATED WOOD WASTE LB 1.0500 682.50 0.000 0 025 TEMPORARY HIGH-VISIBILITY FENCE LF 2.1000 4,536.00 2,370.000 4,977 026 CLEARING AND GRUBBING (ACRE) ACRE 6,000.0000 21,000.00 2.400 14,400.00 2.870 17,220 027 ROADWAY EXCAVATION (TYPE Z-2) CY 219.3700 1,006,908.30 3,970.250 870,953.74 4,075.220 893,981 (AERIALLY DEPOSITED LEAD) 028 STRUCTURE BACKFILL (CULVERT) CY 58.0000 3,770.00 65.000 3,770.00 65.000 3,770 (F) 029 EMBANKMENT CY 32.8800 4,932.00 142.560 4,687.37 142.560 4,687 030 CHECK AND TEST EXISTING IRRIGATION LS 3,800.0000 3,800.00 1.000 3,800.00 1.000 3,800 FACILITIES 031 REMOVE IRRIGATION FACILITY LS 3,800.0000 3,800.00 1.000 3,800.00 1.000 3,800 032 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 31.5000 252.00 8.000 252.00 8.000 252 (F) (SUPPLY LINE) 033 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 36.0000 2,304.00 64.000 2,304.00 64.000 2,304 (F) (SUPPLY LINE) 034 8" CORRUGATED HIGH DENSITY LF 249.0000 1,992.00 8.000 1,992.00 8.000 1,992 POLYETHYLENE PIPE CONDUIT 035 BONDED FIBER MATRIX (SQFT) SQFT 0.1100 19,690.00 0.000 0 036 FIBER ROLLS LF 2.4200 8,470.00 0.000 0 037 COMPOST (CY) CY 42.0000 31,920.00 0.000 0 038 INCORPORATE MATERIALS SQFT 0.0600 7,380.00 0.000 0 039 CLASS 2 AGGREGATE BASE (CY) CY 185.0000 527,250.00 2,471.040 457,142.40 2,504.670 463,363 040 HOT MIX ASPHALT (TYPE A) TON 150.0000 460,500.00 2,699.340 404,901.00 2,699.340 404,901 041 PLACE HOT MIX ASPHALT SQYD 23.0000 46,690.00 0.000 0 (MISCELLANEOUS AREA) 042 PLACE HOT MIX ASPHALT (STAMPED ASPHALT) SQYD 31.0000 283,960.00 0.000 0 043 TACK COAT TON 1,520.0000 3,800.00 2.080 3,161.60 2.080 3,161 044 12" CORRUGATED STEEL PIPE LF 165.0000 11,385.00 69.000 11,385.00 69.000 11,385 045 12" STEEL FLARED END SECTION EA 1,600.0000 1,600.00 1.000 1,600.00 1.000 1,600 046 SLOPE PAVING (CONCRETE) CY 1,270.0000 139,700.00 0.000 0 047 ROCK SLOPE PROTECTION CY 500.0000 3,500.00 7.000 3,500.00 7.000 3,500 (20 LB, CLASS I, METHOD B) (CY) 048 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 40.0000 440.00 11.000 440.00 11.000 440 049 MISCELLANEOUS IRON AND STEEL LB 4.5000 11,056.50 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H1104 TIME 01:24 PM ESTIMATE NO. 002 BID OPENING 06/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: HANI EISSA DATE OF THIS ESTIMATE 07/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CHAIN LINK FENCE (TYPE CL-6) LF 38.5000 18,095.00 0.000 0 051 4' CHAIN LINK GATE (TYPE CL-6) EA 1,200.0000 4,800.00 0.000 0 052 DELINEATOR (CLASS 1) EA 38.0000 2,546.00 0.000 0 053 MILEPOST MARKER EA 40.0000 40.00 0.000 0 054 MARKER (CULVERT) EA 40.0000 40.00 0.000 0 055 OBJECT MARKER (TYPE P) EA 75.0000 75.00 0.000 0 056 OBJECT MARKER (TYPE L-1) EA 40.0000 160.00 0.000 0 057 REMOVE ROADSIDE SIGN EA 75.0000 2,100.00 0.000 0 058 RELOCATE ROADSIDE SIGN EA 250.0000 750.00 0.000 0 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 2,790.00 0.000 0 (0.063"-UNFRAMED) 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.8000 2,686.00 0.000 0 (0.080"-UNFRAMED) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 550.00 0.000 0 (0.063"-FRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 1,012.00 0.000 0 (0.080"-FRAMED) 063 ROADSIDE SIGN - ONE POST EA 305.0000 8,235.00 0.000 0 064 ROADSIDE SIGN - TWO POST EA 750.0000 750.00 0.000 0 065 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 250.0000 6,250.00 0.000 0 066 VEGETATION CONTROL (MINOR CONCRETE) SQYD 118.0000 14,160.00 0.000 0 067 VEGETATION CONTROL (ASPHALT COMPOSITE) SQYD 97.0000 156,170.00 922.430 89,475.71 922.430 89,475 068 LOCATING AND MAPPING UNDERGROUND LS 132,000.0000 132,000.00 0.500 66,000.00 0.500 66,000 FACILITIES 069 MODIFYING ELECTRICAL SYSTEMS LS 66,000.0000 66,000.00 1.000 66,000.00 1.000 66,000 070 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 071 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 24.0000 2,640.00 110.000 2,640.00 110.000 2,640 PROGRAM CAS145 PAGE 4 DATE 07/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H1104 TIME 01:24 PM ESTIMATE NO. 002 BID OPENING 06/22/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: HANI EISSA DATE OF THIS ESTIMATE 07/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,157,202.70 2,240,921.54 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,157,202.70 2,240,921.54 072 MOBILIZATION LS 282,000.0000 282,000.00 1.000 282,000.00 1.000 282,000 ORIGINAL CONTRACT AMOUNT 3,776,443.10 TOTAL WORK COMPLETED 2,439,202.70 2,522,921.54 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -2,000.00 -2,000.00 TOTAL 2,437,202.70 2,520,921.54 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 08/05/21 60 09/29/21 06/13/22 08/30/22 24 175 0 0 67% 40% PROGRESS IS SATISFACTORY HANI EISSA RESIDENT ENGINEER