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 07/21/11 EST. NO.02 TIME 12:28 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 07/21/11 EST. NO.02 TIME 12:28 PM R.E. NAME: FAZAL, IMRAN 01-378154 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 12:28 PM ESTIMATE NO. 02 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 07/20/11 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 07/21/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 200.0000 400.00 0.000 0.00 02 TEMPORARY FENCE (TYPE ESA) LF 4.0000 4,800.00 115.000 460.00 115.000 460.00 03 CONSTRUCTION SITE MANAGEMENT LS 180.0000 180.00 0.145 26.10 0.145 26.10 04 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.050 200.00 0.550 2,200.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 4.0000 2,160.00 27.000 108.00 27.000 108.00 06 TEMPORARY SILT FENCE LF 2.2300 2,007.00 255.000 568.65 255.000 568.65 07 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 3,600.00 0.000 0.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 7,000.00 4.000 1,400.00 4.000 1,400.00 09 STREET SWEEPING LS 6,000.0000 6,000.00 0.145 870.00 0.145 870.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,200.0000 1,200.00 0.145 174.00 0.145 174.00 11 CONSTRUCTION AREA SIGNS LS 12,500.0000 12,500.00 0.050 625.00 0.450 5,625.00 12 TRAFFIC CONTROL SYSTEM LS 51,780.0000 51,780.00 0.115 5,954.70 0.145 7,508.10 13 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 1,600.00 0.000 0.00 14 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,700.00 0.000 0.00 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,000.0000 17,000.00 0.145 2,465.00 0.145 2,465.00 16 TEMPORARY FLASHING BEACON EA 4,500.0000 9,000.00 0.000 0.00 17 TEMPORARY RAILING (TYPE K) LF 25.0000 18,000.00 0.000 0.00 18 TEMPORARY CRASH CUSHION MODULE EA 75.0000 4,200.00 0.000 0.00 19 ABANDON CULVERT EA 850.0000 4,250.00 0.000 0.00 20 REMOVE FLARED END SECTION EA 350.0000 1,050.00 0.000 0.00 21 REMOVE TRAFFIC STRIPE LF 1.0000 3,430.00 0.000 0.00 22 REMOVE ASPHALT CONCRETE SQYD 125.0000 337.50 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 12:28 PM ESTIMATE NO. 02 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 07/20/11 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CULVERT EA 275.0000 16,775.00 14.000 3,850.00 14.000 3,850.00 24 REMOVE PIPE EA 275.0000 275.00 0.000 0.00 25 REMOVE INLET EA 400.0000 6,800.00 1.000 400.00 1.000 400.00 26 REMOVE HEADWALL EA 1,200.0000 9,600.00 5.000 6,000.00 5.000 6,000.00 27 REMOVE DOWNDRAIN EA 700.0000 2,100.00 0.000 0.00 28 RECONSTRUCT FENCE (TYPE WM) LF 6.2500 6,750.00 0.000 0.00 29 RECONSTRUCT METAL BEAM GUARD RAILING LF 55.0000 3,025.00 0.000 0.00 (WOOD POST) 30 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 300.00 0.000 0.00 31 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 1,750.00 0.000 0.00 32 REMOVE CONCRETE CURB LF 30.0000 600.00 0.000 0.00 33 HDPE PLASTIC PIPELINER (30" OD SDR 26) LF 205.0000 26,650.00 0.000 0.00 34 HDPE PLASTIC PIPELINER (42" OD SDR 26) LF 285.0000 34,200.00 0.000 0.00 35 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.145 5,800.00 0.145 5,800.00 36 ROADWAY EXCAVATION CY 92.0000 22,080.00 36.500 3,358.00 36.500 3,358.00 37 LEAD COMPLIANCE PLAN LS 1,450.0000 1,450.00 0.600 870.00 38 ASBESTOS COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800.00 (NATURALLY OCCURING ASBESTOS) 39 DUST CONTROL PLAN LS 1,800.0000 1,800.00 0.000 0.00 (NATURALLY OCCURRING ASBESTOS) 40 CULVERT INVERT MIX CY 150.0000 13,350.00 0.000 0.00 41 SAND BACKFILL CY 85.0000 6,290.00 0.000 0.00 42 IMPORTED ROCKY MATERIAL CY 155.0000 145,700.00 40.570 6,288.35 40.570 6,288.35 43 EROSION CONTROL (COMPOST BLANKET) CY 96.0000 4,512.00 0.000 0.00 44 FIBER ROLLS LF 5.0000 14,000.00 0.000 0.00 45 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.2500 6,000.00 0.000 0.00 46 CLASS 2 AGGREGATE BASE CY 110.0000 20,900.00 0.000 0.00 47 HOT MIX ASPHALT (TYPE A) TON 170.0000 35,700.00 18.200 3,094.00 18.200 3,094.00 48 MINOR HOT MIX ASPHALT TON 260.0000 96,200.00 34.160 8,881.60 34.160 8,881.60 49 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 11.0000 1,980.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 12:28 PM ESTIMATE NO. 02 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 07/20/11 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE HOT MIX ASPHALT SQYD 40.0000 7,200.00 54.020 2,160.80 54.020 2,160.80 (MISCELLANEOUS AREA) 51 STRUCTURAL CONCRETE CY 1,250.0000 168,750.00 0.000 0.00 F) 52 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 115,500.00 17.460 26,190.00 17.460 26,190.00 F) 53 MINOR CONCRETE (BACKFILL) CY 130.0000 9,100.00 64.500 8,385.00 64.500 8,385.00 54 BAR REINFORCING STEEL (EPOXY COATED) LB 1.7500 49,301.00 0.000 0.00 F) 55 18" ALTERNATIVE PIPE CULVERT LF 175.0000 14,175.00 80.700 14,122.50 80.700 14,122.50 56 24" ALTERNATIVE PIPE CULVERT LF 165.0000 374,550.00 548.700 90,535.50 548.700 90,535.50 57 30" ALTERNATIVE PIPE CULVERT LF 135.0000 10,665.00 0.000 0.00 58 36" ALTERNATIVE PIPE CULVERT LF 215.0000 53,750.00 0.000 0.00 59 42" ALTERNATIVE PIPE CULVERT LF 195.0000 12,675.00 65.000 12,675.00 65.000 12,675.00 60 48" ALTERNATIVE PIPE CULVERT LF 225.0000 31,500.00 0.000 0.00 61 72" ALTERNATIVE PIPE CULVERT LF 575.0000 63,250.00 0.000 0.00 62 8" CORRUGATED STEEL PIPE (.079" THICK) LF 14.0000 952.00 65.000 910.00 65.000 910.00 63 3" PLASTIC PIPE LF 100.0000 900.00 0.000 0.00 64 30" ALTERNATIVE PIPE DOWNDRAIN LF 170.0000 3,910.00 0.000 0.00 65 48" ALTERNATIVE PIPE DOWNDRAIN LF 150.0000 9,900.00 0.000 0.00 66 ANCHOR ASSEMBLY EA 350.0000 9,450.00 0.000 0.00 67 24" ALTERNATIVE PIPE DOWNDRAIN LF 130.0000 27,300.00 19.800 2,574.00 19.800 2,574.00 68 36" CORRUGATED STEEL PIPE INLET LF 260.0000 15,600.00 4.200 1,092.00 4.200 1,092.00 (.168" THICK) 69 JACKED 30" WELDED STEEL PIPE LF 975.0000 273,000.00 0.000 0.00 (.375" THICK) 70 24" ALTERNATIVE FLARED END SECTION EA 150.0000 300.00 0.000 0.00 71 ROCK SLOPE PROTECTION CY 148.0000 8,436.00 0.000 0.00 (1/2 TON, METHOD B) 72 ROCK SLOPE PROTECTION CY 130.0000 36,400.00 27.900 3,627.00 27.900 3,627.00 (1/4 TON, METHOD B) 73 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 190.0000 28,500.00 15.700 2,983.00 15.700 2,983.00 74 ROCK SLOPE PROTECTION FABRIC SQYD 1.5000 1,725.00 126.500 189.75 126.500 189.75 75 MINOR CONCRETE (CURB) CY 375.0000 487.50 0.000 0.00 76 MINOR CONCRETE (ISLAND PAVING) CY 265.0000 79.50 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 12:28 PM ESTIMATE NO. 02 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 07/20/11 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MISCELLANEOUS IRON AND STEEL LB 1.7500 10,732.75 1,171.000 2,049.25 1,171.000 2,049.25 F) 78 MARKER (CULVERT) EA 40.0000 4,400.00 0.000 0.00 79 CABLE RAILING LF 32.0000 7,680.00 0.000 0.00 80 PAINT TRAFFIC STRIPE LF 2.0000 5,700.00 0.000 0.00 81 PAVEMENT MARKER (RETROREFLECTIVE) EA 15.0000 900.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378154 TIME 12:28 PM ESTIMATE NO. 02 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 07/20/11 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 218,017.20 229,240.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 218,017.20 229,240.60 82 MOBILIZATION LS 35,000.0000 35,000.00 0.750 26,250.00 0.750 26,250.00 ORIGINAL CONTRACT AMOUNT 2,068,550.25 TOTAL WORK COMPLETED 244,267.20 255,490.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 244,267.20 255,490.60 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 23 54 0 0 12% 14% PROGRESS IS SATISFACTORY FAZAL, IMRAN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/11