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 10/22/12 EST. NO.15 TIME 10:28 AM R.E. NAME: SHIVINDER/ALFRED 10-2A4204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0007 1,299.94 E.W. @ F.A.(+) 080712 N 0181.0 0012 954.77 022912 N 0210.0 0021 595.10 030812 N 0195.0 2,849.81 TOTAL THIS ESTIMATE 1,169,628.63 TOTAL PREVIOUS ESTIMATE 1,172,478.44 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 10/22/12 EST. NO.15 TIME 10:28 AM R.E. NAME: SHIVINDER/ALFRED 10-2A4204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -1,000.00 05 REC'ED PAYROLLS 1,000.00 07 MISSING PAYROLLS -10,000.00 12 MISSING PAYROLLS -10,000.00 13 REC'ED PAYROLLS#13 10,000.00 15 10,000.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A4204 TIME 10:28 AM ESTIMATE NO. 15 BID OPENING 06/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: SHIVINDER/ALFRED DATE OF THIS ESTIMATE 10/22/12 LOCATION RERUN PROGRESS ESTIMATE 10-CAL-26-0.0/3.1 ----------------------- RGW CONSTRUCTION INC IN SAN JOAQUIN AND CALAVERAS 550 GREENVILLE ROAD COUNTIES NEAR VALLEY SPRINGS FROM LIVERMORE CA 94550 WIMER HOSPITAL ROAD TO SAVAGE WAY FED. AID NO. STP-P026(26)E PLACE HMA, AB AND WIDEN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,400.0000 6,400.00 0.500 3,200 002 TIME-RELATED OVERHEAD WDAY 980.0000 215,600.00 25.000 24,500.00 290.000 284,200 003 TEMPORARY FENCE (TYPE ESA) M 13.0000 7,540.00 702.000 9,126 004 450 MM TEMPORARY CULVERT M 80.0000 4,400.00 55.000 4,400 005 1050 MM TEMPORARY CULVERT M 265.0000 8,480.00 32.000 8,480 006 CONSTRUCTION SITE MANAGEMENT LS 27,500.0000 27,500.00 0.900 24,750 007 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500 PREVENTION PLAN 008 TEMPORARY FIBER ROLL M 6.0000 105,000.00 305.000 1,830.00 6,277.000 37,662 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,750.0000 2,750.00 0.000 0 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,200.0000 4,400.00 14.000 30,800 011 TEMPORARY CHECK DAM M 10.0000 34,900.00 734.580 7,345 012 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,750.00 0.000 0 013 STREET SWEEPING LS 8,000.0000 8,000.00 0.900 7,200 014 RAIN EVENT ACTION PLAN EA 500.0000 21,500.00 12.000 6,000 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 750.0000 6,750.00 8.000 6,000 017 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 0.560 6,160 018 TRAFFIC CONTROL SYSTEM LS 55,000.0000 55,000.00 0.900 49,500 019 TYPE III BARRICADE EA 70.0000 3,360.00 24.000 1,680 020 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 27,080.00 0.000 0 021 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 5,880.00 132.000 3,696 022 TEMPORARY PAVEMENT MARKER EA 3.0000 1,410.00 2,010.000 6,030 PROGRAM CAS145 PAGE 2 DATE 10/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A4204 TIME 10:28 AM ESTIMATE NO. 15 BID OPENING 06/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: SHIVINDER/ALFRED DATE OF THIS ESTIMATE 10/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN LS 18,000.0000 18,000.00 0.900 16,200 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 10.0000 8,100.00 2,040.000 20,400 STRIPE (HAZARDOUS WASTE) 025 ABANDON WATER WELL EA 11,000.0000 11,000.00 1.000 11,000 026 REMOVE FENCE M 3.5000 32,445.00 9,270.000 32,445 027 REMOVE GATE EA 375.0000 6,000.00 14.000 5,250 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 960.00 118.000 236.00 3,088.000 6,176 029 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 18.0000 774.00 55.000 990.00 55.000 990 030 REMOVE PAVEMENT MARKER EA 2.0000 260.00 617.000 1,234 031 REMOVE ROADSIDE SIGN EA 60.0000 2,820.00 47.000 2,820 032 REMOVE CULVERT EA 750.0000 9,750.00 1.000 750.00 13.000 9,750 033 REMOVE HEADWALL EA 1,500.0000 9,000.00 6.000 9,000 034 REMOVE REINFORCED CONCRETE BOX CULVERT EA 8,500.0000 8,500.00 1.000 8,500 035 REMOVE WINGWALL EA 1,500.0000 12,000.00 8.000 12,000 036 REMOVE CONCRETE PAVEMENT M2 33.0000 3,960.00 120.000 3,960 037 REMOVE ASPHALT CONCRETE SURFACING M2 14.0000 3,780.00 0.000 0 038 SALVAGE METAL BEAM GUARD RAILING M 25.0000 1,450.00 58.000 1,450 039 RECONSTRUCT METAL BEAM GUARD RAILING M 27.0000 6,480.00 240.000 6,480 040 RESET MAILBOX EA 225.0000 4,275.00 21.000 4,725.00 21.000 4,725 041 RESET MILEPOST MARKER EA 50.0000 100.00 0.000 0 042 RELOCATE ROADSIDE SIGN EA 200.0000 1,000.00 8.000 1,600.00 8.000 1,600 043 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 17,290.00 2,182.000 15,274 044 CLEARING AND GRUBBING LS 55,000.0000 55,000.00 1.000 55,000 045 ROADWAY EXCAVATION M3 15.0000 669,000.00 44,600.000 669,000 046 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 047 DITCH EXCAVATION M3 11.0000 14,850.00 1,283.000 14,113 048 IMPORTED BORROW M3 20.0000 45,200.00 0.000 0 049 IMPORTED MATERIAL (SHOULDER BACKING) TONN 49.0000 2,009.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A4204 TIME 10:28 AM ESTIMATE NO. 15 BID OPENING 06/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: SHIVINDER/ALFRED DATE OF THIS ESTIMATE 10/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 EROSION CONTROL (TYPE C) M2 1.8000 100,620.00 0.000 0 051 EROSION CONTROL (TYPE D) M2 1.6500 112,530.00 72,842.000 120,189 052 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 3,000.0000 12,000.00 4.000 12,000 053 CLASS 2 AGGREGATE BASE M3 35.0000 917,000.00 1,942.600 67,991.00 29,895.600 1,046,346 054 HOT MIX ASPHALT TONN 81.5000 1,344,750.00 218.600 17,815.90 15,036.420 1,225,468 055 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 102.0000 656,880.00 -1,400.000 -142,800.00 4,135.000 421,770 056 DATA CORE LS 7,700.0000 7,700.00 1.000 7,700.00 1.000 7,700 057 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.1000 34.10 82.000 254.20 82.000 254 058 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 3.1000 155.00 50.000 155.00 50.000 155 059 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.1000 5,487.00 1,584.000 4,910.40 1,828.000 5,666 060 PLACE HOT MIX ASPHALT M2 50.0000 20,500.00 379.000 18,950.00 379.000 18,950 (MISCELLANEOUS AREA) 061 TACK COAT TONN 550.0000 17,050.00 5.800 3,190 062 CLASS 4 CONCRETE (BACKFILL) M3 80.0000 15,200.00 128.920 10,313 063 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 1,500.0000 112,500.00 21.020 31,530.00 100.640 150,960 (F) 064 MINOR CONCRETE (MINOR STRUCTURE) M3 955.0000 12,415.00 12.530 11,966 (F) 065 FURNISH SINGLE SHEET ALUMINUM SIGN M2 127.0000 3,302.00 25.000 3,175.00 25.000 3,175 (1.6 MM-UNFRAMED) 066 FURNISH SINGLE SHEET ALUMINUM SIGN M2 143.0000 2,145.00 13.000 1,859.00 13.000 1,859 (2.0 MM-UNFRAMED) 067 FURNISH SINGLE SHEET ALUMINUM SIGN M2 167.0000 668.00 4.000 668.00 4.000 668 (1.6 MM-FRAMED) 068 FURNISH SINGLE SHEET ALUMINUM SIGN M2 183.0000 1,830.00 10.000 1,830.00 10.000 1,830 (2.0 MM-FRAMED) 069 ROADSIDE SIGN - ONE POST EA 150.0000 5,550.00 37.000 5,550.00 37.000 5,550 070 ROADSIDE SIGN - TWO POST EA 200.0000 2,200.00 10.000 2,000.00 10.000 2,000 071 450 MM ALTERNATIVE PIPE CULVERT M 123.0000 36,900.00 11.100 1,365.30 272.500 33,517 072 450 MM REINFORCED CONCRETE PIPE M 210.0000 27,300.00 156.300 32,823 (RUBBER GASKET JOINT) 073 600 MM REINFORCED CONCRETE PIPE M 275.0000 134,750.00 449.200 123,530 (RUBBER GASKET JOINT) 074 1200 MM REINFORCED CONCRETE PIPE M 485.0000 11,640.00 23.700 11,494 (RUBBER GASKET JOINT) 075 450 MM ALTERNATIVE FLARED END SECTION EA 750.0000 25,500.00 -2.000 -1,500.00 32.000 24,000 076 600 MM ALTERNATIVE FLARED END SECTION EA 650.0000 16,250.00 -2.000 -1,300.00 23.000 14,950 PROGRAM CAS145 PAGE 4 DATE 10/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A4204 TIME 10:28 AM ESTIMATE NO. 15 BID OPENING 06/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: SHIVINDER/ALFRED DATE OF THIS ESTIMATE 10/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 900 MM ALTERNATIVE PIPE INLET M 1,650.0000 6,600.00 4.000 6,600 078 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 57.0000 38,760.00 178.000 10,146.00 680.180 38,770 079 ROCK SLOPE PROTECTION FABRIC M2 2.5000 3,450.00 200.000 500.00 1,291.840 3,229 080 MISCELLANEOUS IRON AND STEEL KG 4.5000 4,365.00 970.000 4,365 (F) 081 FENCE (TYPE WM, METAL POST) M 15.0000 96,900.00 320.000 4,800.00 6,780.000 101,700 082 4.3 M WIRE MESH GATE EA 1,475.0000 1,475.00 2.000 2,950 083 4.6 M WIRE MESH GATE EA 1,575.0000 1,575.00 1.000 1,575 084 4.9 M WIRE MESH GATE EA 1,600.0000 8,000.00 3.000 4,800 085 6.4 M WIRE MESH GATE EA 2,500.0000 2,500.00 1.000 2,500 086 SURVEY MONUMENT (TYPE B MODIFIED) EA 1,600.0000 1,600.00 0.000 0 087 DELINEATOR (CLASS 1) EA 35.0000 3,220.00 157.000 5,495.00 157.000 5,495 088 OBJECT MARKER (TYPE L) EA 55.0000 660.00 20.000 1,100.00 20.000 1,100 089 OBJECT MARKER (TYPE P) EA 80.0000 640.00 0.000 0 090 TRANSITION RAILING (TYPE WB) EA 3,300.0000 26,400.00 8.000 26,400 091 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,320.0000 71,920.00 32.000 74,240 092 THERMOPLASTIC PAVEMENT MARKING M2 22.0000 1,826.00 83.000 1,826.00 83.000 1,826 093 THERMOPLASTIC TRAFFIC STRIPE M 1.6500 28,545.00 934.000 1,541.10 41,992.000 69,286 (SPRAYABLE) 094 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 5,940.00 1,368.000 6,156.00 2,033.000 9,148 095 TRAFFIC MONITORING STATION LS 164,000.0000 164,000.00 0.750 123,000 PROGRAM CAS145 PAGE 5 DATE 10/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-2A4204 TIME 10:28 AM ESTIMATE NO. 15 BID OPENING 06/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: SHIVINDER/ALFRED DATE OF THIS ESTIMATE 10/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 86,348.90 5,176,909.24 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,849.81 1,172,478.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 89,198.71 6,349,387.68 096 MOBILIZATION LS 613,000.0000 613,000.00 1.000 613,000 ORIGINAL CONTRACT AMOUNT 6,194,935.10 TOTAL WORK COMPLETED 89,198.71 6,962,387.68 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 99,198.71 6,952,387.68 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 07/15/11 220 08/15/11 08/15/11 06/19/13 156 131 124 0 90% 45% PROGRESS IS SATISFACTORY CCO SHIVINDER/ALFRED RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/12