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 08/19/11 EST. NO.03 TIME 02:02 PM 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 08/19/11 EST. NO.03 TIME 02:02 PM R.E. NAME: FAZAL, IMRAN 01-378154 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP NON COMPLIANCE -79,012.72 03 -79,012.72 -79,012.72 TOTAL DEDUCTIONS -79,012.72 -79,012.72 PROGRAM CAS145 PAGE 1 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 02:02 PM ESTIMATE NO. 03 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 08/19/11 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 08/19/11 LOCATION PROGRESS 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 SMALL BUSINESS UTILIZATION REPORT EA 200.0000 400.00 0.000 0.00 002 TEMPORARY FENCE (TYPE ESA) LF 4.0000 4,800.00 331.000 1,324.00 446.000 1,784.00 003 CONSTRUCTION SITE MANAGEMENT LS 180.0000 180.00 0.130 23.40 0.275 49.50 004 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.050 200.00 0.600 2,400.00 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 4.0000 2,160.00 3.000 12.00 30.000 120.00 006 TEMPORARY SILT FENCE LF 2.2300 2,007.00 445.000 992.35 700.000 1,561.00 007 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 3,600.00 2.000 2,400.00 2.000 2,400.00 008 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 7,000.00 3.000 1,050.00 7.000 2,450.00 009 STREET SWEEPING LS 6,000.0000 6,000.00 0.130 780.00 0.275 1,650.00 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,200.0000 1,200.00 0.130 156.00 0.275 330.00 011 CONSTRUCTION AREA SIGNS LS 12,500.0000 12,500.00 0.050 625.00 0.500 6,250.00 012 TRAFFIC CONTROL SYSTEM LS 51,780.0000 51,780.00 0.130 6,731.40 0.275 14,239.50 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 1,600.00 482.000 482.00 482.000 482.00 014 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,700.00 17.000 850.00 17.000 850.00 015 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,000.0000 17,000.00 0.145 2,465.00 016 TEMPORARY FLASHING BEACON EA 4,500.0000 9,000.00 2.000 9,000.00 2.000 9,000.00 017 TEMPORARY RAILING (TYPE K) LF 25.0000 18,000.00 220.000 5,500.00 220.000 5,500.00 018 TEMPORARY CRASH CUSHION MODULE EA 75.0000 4,200.00 28.000 2,100.00 28.000 2,100.00 019 ABANDON CULVERT EA 850.0000 4,250.00 1.000 850.00 1.000 850.00 020 REMOVE FLARED END SECTION EA 350.0000 1,050.00 1.000 350.00 1.000 350.00 021 REMOVE TRAFFIC STRIPE LF 1.0000 3,430.00 1,152.000 1,152.00 1,152.000 1,152.00 022 REMOVE ASPHALT CONCRETE SQYD 125.0000 337.50 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 02:02 PM ESTIMATE NO. 03 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 08/19/11 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CULVERT EA 275.0000 16,775.00 16.000 4,400.00 30.000 8,250.00 024 REMOVE PIPE EA 275.0000 275.00 1.000 275.00 1.000 275.00 025 REMOVE INLET EA 400.0000 6,800.00 5.000 2,000.00 6.000 2,400.00 026 REMOVE HEADWALL EA 1,200.0000 9,600.00 1.000 1,200.00 6.000 7,200.00 027 REMOVE DOWNDRAIN EA 700.0000 2,100.00 0.000 0.00 028 RECONSTRUCT FENCE (TYPE WM) LF 6.2500 6,750.00 0.000 0.00 029 RECONSTRUCT METAL BEAM GUARD RAILING LF 55.0000 3,025.00 0.000 0.00 (WOOD POST) 030 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 300.00 0.000 0.00 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 1,750.00 0.000 0.00 032 REMOVE CONCRETE CURB LF 30.0000 600.00 0.000 0.00 033 HDPE PLASTIC PIPELINER (30" OD SDR 26) LF 205.0000 26,650.00 0.000 0.00 034 HDPE PLASTIC PIPELINER (42" OD SDR 26) LF 285.0000 34,200.00 0.000 0.00 035 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.305 12,200.00 0.450 18,000.00 036 ROADWAY EXCAVATION CY 92.0000 22,080.00 19.630 1,805.96 56.130 5,163.96 037 LEAD COMPLIANCE PLAN LS 1,450.0000 1,450.00 0.400 580.00 1.000 1,450.00 038 ASBESTOS COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800.00 (NATURALLY OCCURING ASBESTOS) 039 DUST CONTROL PLAN LS 1,800.0000 1,800.00 1.000 1,800.00 1.000 1,800.00 (NATURALLY OCCURRING ASBESTOS) 040 CULVERT INVERT MIX CY 150.0000 13,350.00 0.000 0.00 041 SAND BACKFILL CY 85.0000 6,290.00 1.100 93.50 1.100 93.50 042 IMPORTED ROCKY MATERIAL CY 155.0000 145,700.00 238.960 37,038.80 279.530 43,327.15 043 EROSION CONTROL (COMPOST BLANKET) CY 96.0000 4,512.00 0.000 0.00 044 FIBER ROLLS LF 5.0000 14,000.00 0.000 0.00 045 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.2500 6,000.00 0.000 0.00 046 CLASS 2 AGGREGATE BASE CY 110.0000 20,900.00 0.000 0.00 047 HOT MIX ASPHALT (TYPE A) TON 170.0000 35,700.00 20.300 3,451.00 38.500 6,545.00 048 MINOR HOT MIX ASPHALT TON 260.0000 96,200.00 78.510 20,412.60 112.670 29,294.20 049 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 11.0000 1,980.00 80.000 880.00 80.000 880.00 PROGRAM CAS145 PAGE 3 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 02:02 PM ESTIMATE NO. 03 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 08/19/11 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT SQYD 40.0000 7,200.00 54.420 2,176.80 108.440 4,337.60 (MISCELLANEOUS AREA) 051 STRUCTURAL CONCRETE CY 1,250.0000 168,750.00 0.000 0.00 (F) 052 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 115,500.00 17.430 26,145.00 34.890 52,335.00 (F) 053 MINOR CONCRETE (BACKFILL) CY 130.0000 9,100.00 10.010 1,301.30 74.510 9,686.30 054 BAR REINFORCING STEEL (EPOXY COATED) LB 1.7500 49,301.00 0.000 0.00 (F) 055 18" ALTERNATIVE PIPE CULVERT LF 175.0000 14,175.00 80.700 14,122.50 056 24" ALTERNATIVE PIPE CULVERT LF 165.0000 374,550.00 751.000 123,915.00 1,299.700 214,450.50 057 30" ALTERNATIVE PIPE CULVERT LF 135.0000 10,665.00 0.000 0.00 058 36" ALTERNATIVE PIPE CULVERT LF 215.0000 53,750.00 109.500 23,542.50 109.500 23,542.50 059 42" ALTERNATIVE PIPE CULVERT LF 195.0000 12,675.00 65.000 12,675.00 060 48" ALTERNATIVE PIPE CULVERT LF 225.0000 31,500.00 0.000 0.00 061 72" ALTERNATIVE PIPE CULVERT LF 575.0000 63,250.00 0.000 0.00 062 8" CORRUGATED STEEL PIPE (.079" THICK) LF 14.0000 952.00 65.000 910.00 063 3" PLASTIC PIPE LF 100.0000 900.00 8.200 820.00 8.200 820.00 064 30" ALTERNATIVE PIPE DOWNDRAIN LF 170.0000 3,910.00 0.000 0.00 065 48" ALTERNATIVE PIPE DOWNDRAIN LF 150.0000 9,900.00 0.000 0.00 066 ANCHOR ASSEMBLY EA 350.0000 9,450.00 2.000 700.00 2.000 700.00 067 24" ALTERNATIVE PIPE DOWNDRAIN LF 130.0000 27,300.00 60.100 7,813.00 79.900 10,387.00 068 36" CORRUGATED STEEL PIPE INLET LF 260.0000 15,600.00 4.700 1,222.00 8.900 2,314.00 (.168" THICK) 069 JACKED 30" WELDED STEEL PIPE LF 975.0000 273,000.00 0.000 0.00 (.375" THICK) 070 24" ALTERNATIVE FLARED END SECTION EA 150.0000 300.00 0.000 0.00 071 ROCK SLOPE PROTECTION CY 148.0000 8,436.00 0.000 0.00 (1/2 TON, METHOD B) 072 ROCK SLOPE PROTECTION CY 130.0000 36,400.00 30.300 3,939.00 58.200 7,566.00 (1/4 TON, METHOD B) 073 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 190.0000 28,500.00 16.800 3,192.00 32.500 6,175.00 074 ROCK SLOPE PROTECTION FABRIC SQYD 1.5000 1,725.00 128.700 193.05 255.200 382.80 075 MINOR CONCRETE (CURB) CY 375.0000 487.50 0.000 0.00 076 MINOR CONCRETE (ISLAND PAVING) CY 265.0000 79.50 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 02:02 PM ESTIMATE NO. 03 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 08/19/11 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 MISCELLANEOUS IRON AND STEEL LB 1.7500 10,732.75 215.000 376.25 1,386.000 2,425.50 (F) 078 MARKER (CULVERT) EA 40.0000 4,400.00 0.000 0.00 079 CABLE RAILING LF 32.0000 7,680.00 0.000 0.00 080 PAINT TRAFFIC STRIPE LF 2.0000 5,700.00 0.000 0.00 081 PAVEMENT MARKER (RETROREFLECTIVE) EA 15.0000 900.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 02:02 PM ESTIMATE NO. 03 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 08/19/11 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 316,050.91 545,291.51 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 316,050.91 545,291.51 082 MOBILIZATION LS 35,000.0000 35,000.00 0.200 7,000.00 0.950 33,250.00 ORIGINAL CONTRACT AMOUNT 2,068,550.25 TOTAL WORK COMPLETED 323,050.91 578,541.51 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -79,012.72 -79,012.72 TOTAL 244,038.19 499,528.79 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 03/17/11 165 06/15/11 04/01/11 02/16/12 45 54 0 0 26% 27% PROGRESS IS SATISFACTORY FAZAL, IMRAN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/19/11