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 12/04/12 EST. NO.12 TIME 11:43 AM R.E. NAME: FAZAL, IMRAN 01-378154 --------------------------------------------------------------------------- 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 12/04/12 EST. NO.12 TIME 11:43 AM R.E. NAME: FAZAL, IMRAN 01-378154 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP NON COMPLIANCE -79,012.72 03 SWPPP RETURN DEDUCT 79,012.72 04 WITHHOLD CPM SCHEDUL -81,008.33 04 RETURN CPM DEDUCT 81,008.33 05 SWPPP NON-COMPLIANCE -30,562.10 09 WITHHOLD CPM SCHEDUL -45,843.15 09 RETURN CPM SCHEDULE 45,843.15 10 MISSING FNL CEM4401 -10,000.00 11 RTN SWPPP NON-COMPLI 30,562.10 12 30,562.10 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 11 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/11 -5,000.00 04 PER LTR DATED 11/11 -7,000.00 06 PER LTR DATED 12/11 -3,000.00 07 RETURN DEDUCT 9/11 5,000.00 08 RETURN DEDUCT 11/11 7,000.00 08 RETURN DEDUCT 12/11 3,000.00 08 PER LTR DATED 9/12 -2,000.00 09 PER LTR DATED 10/12 -5,000.00 10 RETURN DEDUCT 9/12 2,000.00 10 CERTIFIED PAYROLLS -1,000.00 11 0.00 -6,000.00 TOTAL DEDUCTIONS 30,562.10 -26,000.00 PROGRAM CAS145 PAGE 1 DATE 12/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 11:43 AM ESTIMATE NO. 12 BID OPENING 02/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 12/04/12 LOCATION SEMI-FINAL ESTIMATE 01-MEN-128-40.9/50.0 ------------------- 01-MEN-253-1.0/17.2 TEAM GHILOTTI INC IN MENDOCINO COUNTY AT VARIOUS 2531 PETALUMA BLVD SOUTH LOCATIONS PETALUMA CA 94952 FED. AID NO. STP-X045(21)E REPLACE CULVERTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 SMALL BUSINESS UTILIZATION REPORT EA 200.0000 400.00 2.000 400 002 TEMPORARY FENCE (TYPE ESA) LF 4.0000 4,800.00 1,246.000 4,984 003 CONSTRUCTION SITE MANAGEMENT LS 180.0000 180.00 1.000 180 004 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 1.000 4,000 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 4.0000 2,160.00 310.000 1,240 006 TEMPORARY SILT FENCE LF 2.2300 2,007.00 1,005.000 2,241 007 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 3,600.00 4.000 4,800 008 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 7,000.00 20.000 7,000 009 STREET SWEEPING LS 6,000.0000 6,000.00 1.000 6,000 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,200.0000 1,200.00 1.000 1,200 011 CONSTRUCTION AREA SIGNS LS 12,500.0000 12,500.00 1.000 12,500 012 TRAFFIC CONTROL SYSTEM LS 51,780.0000 51,780.00 1.000 51,780 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 1,600.00 1,600.000 1,600 014 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,700.00 34.000 1,700 015 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,000.0000 17,000.00 1.000 17,000 016 TEMPORARY FLASHING BEACON EA 4,500.0000 9,000.00 2.000 9,000 017 TEMPORARY RAILING (TYPE K) LF 25.0000 18,000.00 920.000 23,000 018 TEMPORARY CRASH CUSHION MODULE EA 75.0000 4,200.00 56.000 4,200 019 ABANDON CULVERT EA 850.0000 4,250.00 5.000 4,250 020 REMOVE FLARED END SECTION EA 350.0000 1,050.00 3.000 1,050 021 REMOVE TRAFFIC STRIPE LF 1.0000 3,430.00 3,114.000 3,114 022 REMOVE ASPHALT CONCRETE SQYD 125.0000 337.50 2.700 337 PROGRAM CAS145 PAGE 2 DATE 12/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 11:43 AM ESTIMATE NO. 12 BID OPENING 02/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 12/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CULVERT EA 275.0000 16,775.00 60.000 16,500 024 REMOVE PIPE EA 275.0000 275.00 1.000 275 025 REMOVE INLET EA 400.0000 6,800.00 17.000 6,800 026 REMOVE HEADWALL EA 1,200.0000 9,600.00 8.000 9,600 027 REMOVE DOWNDRAIN EA 700.0000 2,100.00 3.000 2,100 028 RECONSTRUCT FENCE (TYPE WM) LF 6.2500 6,750.00 1,032.000 6,450 029 RECONSTRUCT METAL BEAM GUARD RAILING LF 55.0000 3,025.00 0.000 0 (WOOD POST) 030 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 300.00 3.000 450 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 1,750.00 0.000 0 032 REMOVE CONCRETE CURB LF 30.0000 600.00 20.000 600 033 HDPE PLASTIC PIPELINER (30" OD SDR 26) LF 205.0000 26,650.00 131.000 26,855 034 HDPE PLASTIC PIPELINER (42" OD SDR 26) LF 285.0000 34,200.00 110.600 31,521 035 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000 036 ROADWAY EXCAVATION CY 92.0000 22,080.00 238.400 21,932 037 LEAD COMPLIANCE PLAN LS 1,450.0000 1,450.00 1.000 1,450 038 ASBESTOS COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800 (NATURALLY OCCURING ASBESTOS) 039 DUST CONTROL PLAN LS 1,800.0000 1,800.00 1.000 1,800 (NATURALLY OCCURRING ASBESTOS) 040 CULVERT INVERT MIX CY 150.0000 13,350.00 134.840 20,226 041 SAND BACKFILL CY 85.0000 6,290.00 73.400 6,239 042 IMPORTED ROCKY MATERIAL CY 155.0000 145,700.00 740.290 114,744 043 EROSION CONTROL (COMPOST BLANKET) CY 96.0000 4,512.00 46.700 4,483 044 FIBER ROLLS LF 5.0000 14,000.00 2,548.000 12,740 045 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.2500 6,000.00 24,864.000 6,216 046 CLASS 2 AGGREGATE BASE CY 110.0000 20,900.00 193.720 21,309 047 HOT MIX ASPHALT (TYPE A) TON 170.0000 35,700.00 209.660 35,642 048 MINOR HOT MIX ASPHALT TON 260.0000 96,200.00 222.490 57,847 049 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 11.0000 1,980.00 160.000 1,760 PROGRAM CAS145 PAGE 3 DATE 12/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 11:43 AM ESTIMATE NO. 12 BID OPENING 02/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 12/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT SQYD 40.0000 7,200.00 164.340 6,573 (MISCELLANEOUS AREA) 051 STRUCTURAL CONCRETE CY 1,250.0000 168,750.00 102.100 127,625 (F) 052 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 115,500.00 76.500 114,750 (F) 053 MINOR CONCRETE (BACKFILL) CY 130.0000 9,100.00 74.510 9,686 054 BAR REINFORCING STEEL (EPOXY COATED) LB 1.7500 49,301.00 25,534.000 44,684 (F) 055 18" ALTERNATIVE PIPE CULVERT LF 175.0000 14,175.00 80.700 14,122 056 24" ALTERNATIVE PIPE CULVERT LF 165.0000 374,550.00 2,268.900 374,368 057 30" ALTERNATIVE PIPE CULVERT LF 135.0000 10,665.00 78.800 10,638 058 36" ALTERNATIVE PIPE CULVERT LF 215.0000 53,750.00 245.500 52,782 059 42" ALTERNATIVE PIPE CULVERT LF 195.0000 12,675.00 65.000 12,675 060 48" ALTERNATIVE PIPE CULVERT LF 225.0000 31,500.00 136.700 30,757 061 72" ALTERNATIVE PIPE CULVERT LF 575.0000 63,250.00 0.000 0 062 8" CORRUGATED STEEL PIPE (.079" THICK) LF 14.0000 952.00 65.000 910 063 3" PLASTIC PIPE LF 100.0000 900.00 8.200 820 064 30" ALTERNATIVE PIPE DOWNDRAIN LF 170.0000 3,910.00 22.400 3,808 065 48" ALTERNATIVE PIPE DOWNDRAIN LF 150.0000 9,900.00 65.500 9,825 066 ANCHOR ASSEMBLY EA 350.0000 9,450.00 27.000 9,450 067 24" ALTERNATIVE PIPE DOWNDRAIN LF 130.0000 27,300.00 203.900 26,507 068 36" CORRUGATED STEEL PIPE INLET LF 260.0000 15,600.00 59.700 15,522 (.168" THICK) 069 JACKED 30" WELDED STEEL PIPE LF 975.0000 273,000.00 278.500 271,537 (.375" THICK) 070 24" ALTERNATIVE FLARED END SECTION EA 150.0000 300.00 2.000 300 071 ROCK SLOPE PROTECTION CY 148.0000 8,436.00 61.700 9,131 (1/2 TON, METHOD B) 072 ROCK SLOPE PROTECTION CY 130.0000 36,400.00 173.000 22,490 (1/4 TON, METHOD B) 073 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 190.0000 28,500.00 154.270 29,311 074 ROCK SLOPE PROTECTION FABRIC SQYD 1.5000 1,725.00 954.100 1,431 075 MINOR CONCRETE (CURB) CY 375.0000 487.50 1.330 498 076 MINOR CONCRETE (ISLAND PAVING) CY 265.0000 79.50 0.300 79 PROGRAM CAS145 PAGE 4 DATE 12/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 11:43 AM ESTIMATE NO. 12 BID OPENING 02/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 12/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MISCELLANEOUS IRON AND STEEL LB 1.7500 10,732.75 6,133.000 10,732 (F) 078 MARKER (CULVERT) EA 40.0000 4,400.00 104.000 4,160 079 CABLE RAILING LF 32.0000 7,680.00 213.700 6,838 080 PAINT TRAFFIC STRIPE LF 2.0000 5,700.00 3,180.000 6,360 081 PAVEMENT MARKER (RETROREFLECTIVE) EA 15.0000 900.00 84.000 1,260 PROGRAM CAS145 PAGE 5 DATE 12/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 11:43 AM ESTIMATE NO. 12 BID OPENING 02/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/12 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 12/04/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,840,554.75 ADJUSTMENT OF COMPENSATION 0.00 6,698.01 EXTRA WORK 0.00 113,995.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 1,961,248.62 082 MOBILIZATION LS 35,000.0000 35,000.00 1.000 35,000 ORIGINAL CONTRACT AMOUNT 2,068,550.25 TOTAL WORK COMPLETED 0.00 1,996,248.62 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 30,562.10 -26,000.00 TOTAL 30,562.10 1,970,248.62 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 03/17/11 165 06/15/11 04/01/11 10/19/12 177 213 12 0 100% 100% FAZAL, IMRAN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/04/12