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 08/24/10 EST. NO.03 TIME 11:34 AM R.E. NAME: FAZAL, IMRAN 01-476004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 1,044.71 E.W. @ F.A.(+) 062110 N 1 0 0002 1,044.71 062210 N 2 0 0003 1,701.62 062510 N 3 0 0004 1,688.56 070610 N 4 0 5,479.60 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 5,479.60 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 08/24/10 EST. NO.03 TIME 11:34 AM R.E. NAME: FAZAL, IMRAN 01-476004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/10 -10,000.00 02 RETURN DEDUCT 7/10 10,000.00 03 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476004 TIME 11:34 AM ESTIMATE NO. 03 BID OPENING 01/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 08/24/10 LOCATION RERUN PROGRESS ESTIMATE 01-MEN-253-7.7/11.0 ----------------------- MENDOCINO CONSTRUCTION IN MENDOCINO COUNTY AT VARIOUS SERVICES INC LOCATIONS FROM 4.2 MILES EAST OF P O BOX 1517 SODA CREEK BRIDGE TO 4.1 MILES WEST WILLITS CA 95490 OF ROBINSON CREEK BRIDGE FED. AID NO. ER-43J3(4)E PLACE HOT MIX ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 250.00 1.000 250.00 1.000 250.00 02 TEMPORARY FENCE (TYPE ESA) LF 6.0000 330.00 45.000 270.00 55.000 330.00 03 CONSTRUCTION SITE MANAGEMENT LS 780.0000 780.00 0.500 390.00 0.830 647.40 04 PREPARE STORM WATER POLLUTION LS 1,300.0000 1,300.00 0.750 975.00 PREVENTION PLAN 05 TEMPORARY MULCH SQYD 6.0000 3,360.00 0.000 0.00 06 TEMPORARY FIBER ROLL LF 2.7000 1,215.00 363.000 980.10 383.000 1,034.10 07 TEMPORARY CHECK DAM LF 4.0000 720.00 112.000 448.00 144.000 576.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,200.00 2.000 600.00 4.000 1,200.00 09 STREET SWEEPING LS 5,000.0000 5,000.00 0.700 3,500.00 0.900 4,500.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 550.0000 550.00 0.500 275.00 1.000 550.00 11 CONSTRUCTION AREA SIGNS LS 3,600.0000 3,600.00 0.250 900.00 0.750 2,700.00 12 TRAFFIC CONTROL SYSTEM LS 47,950.0000 47,950.00 0.750 35,962.50 0.900 43,155.00 13 FLASHING BEACON (PORTABLE) EA 375.0000 3,000.00 8.000 3,000.00 8.000 3,000.00 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 3,210.0000 3,210.00 0.650 2,086.50 0.900 2,889.00 15 TEMPORARY RAILING (TYPE K) LF 15.2000 4,864.00 320.000 4,864.00 320.000 4,864.00 16 TEMPORARY CRASH CUSHION (ABSORB 350) EA 10,000.0000 20,000.00 2.000 20,000.00 2.000 20,000.00 17 REMOVE FENCE (TYPE WM) LF 2.0000 1,020.00 510.000 1,020.00 510.000 1,020.00 18 REMOVE CULVERT EA 300.0000 1,200.00 2.000 600.00 4.000 1,200.00 19 REMOVE INLET EA 300.0000 300.00 1.000 300.00 20 RESET MARKER (CULVERT) EA 20.0000 120.00 4.000 80.00 4.000 80.00 21 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 10,500.00 1,750.000 10,500.00 1,750.000 10,500.00 22 ROADWAY EXCAVATION CY 14.0000 3,500.00 250.000 3,500.00 250.000 3,500.00 PROGRAM CAS145 PAGE 2 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476004 TIME 11:34 AM ESTIMATE NO. 03 BID OPENING 01/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 08/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 DITCH EXCAVATION CY 54.0000 5,940.00 74.000 3,996.00 110.000 5,940.00 24 IMPORTED BORROW CY 30.0000 3,900.00 130.000 3,900.00 130.000 3,900.00 25 GEOSYNTHETIC REINFORCED EMBANKMENT CY 21.0000 27,300.00 1,300.000 27,300.00 1,300.000 27,300.00 26 IMPORTED TOPSOIL CY 150.0000 4,950.00 33.000 4,950.00 27 EROSION CONTROL (BLANKET) SQYD 5.5000 3,300.00 0.000 0.00 28 EROSION CONTROL (TYPE D) SQYD 3.8000 4,446.00 0.000 0.00 29 CLASS 2 AGGREGATE BASE CY 53.0000 13,250.00 240.000 12,720.00 252.000 13,356.00 30 HOT MIX ASPHALT (TYPE A) TON 116.0000 62,640.00 234.990 27,258.84 234.990 27,258.84 31 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1,750.0000 175.00 0.100 175.00 0.100 175.00 PAVEMENT INTERLAYER) 32 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 6.0000 402.00 75.000 450.00 75.000 450.00 33 TACK COAT TON 1,100.0000 1,320.00 0.900 990.00 0.900 990.00 34 24" ALTERNATIVE PIPE CULVERT LF 121.0000 32,670.00 140.000 16,940.00 263.000 31,823.00 35 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 85.0000 73,100.00 836.000 71,060.00 836.000 71,060.00 (DEEP) 36 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 46.0000 7,360.00 160.000 7,360.00 160.000 7,360.00 37 GEOMEMBRANE (WATER BARRIER) SQYD 15.0000 5,100.00 220.000 3,300.00 340.000 5,100.00 38 36" CORRUGATED STEEL PIPE INLET LF 282.0000 1,692.00 6.000 1,692.00 6.000 1,692.00 (.109" THICK) 39 36" CORRUGATED STEEL PIPE INLET LF 315.0000 1,890.00 6.000 1,890.00 (.138" THICK) 40 24" ALTERNATIVE FLARED END SECTION EA 250.0000 500.00 1.000 250.00 2.000 500.00 41 MINOR CONCRETE (BACKFILL) CY 130.0000 416.00 4.000 520.00 42 ROCK SLOPE PROTECTION CY 72.5000 13,050.00 118.000 8,555.00 218.000 15,805.00 (1/4 TON, METHOD B) 43 ROCK SLOPE PROTECTION CY 130.0000 2,470.00 11.000 1,430.00 25.000 3,250.00 (FACING, METHOD B) 44 ROCK SLOPE PROTECTION CY 86.0000 12,900.00 97.000 8,342.00 156.000 13,416.00 (BACKING NO. 2, METHOD B) 45 ROCK SLOPE PROTECTION FABRIC SQYD 1.5000 270.00 102.000 153.00 188.000 282.00 46 MISCELLANEOUS IRON AND STEEL LB 3.5000 1,393.00 398.000 1,393.00 F) 47 FENCE (TYPE WM, WOOD POST) LF 12.0000 6,480.00 320.000 3,840.00 320.000 3,840.00 48 MARKER (CULVERT) EA 45.0000 90.00 0.000 0.00 49 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,400.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476004 TIME 11:34 AM ESTIMATE NO. 03 BID OPENING 01/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 08/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PAVEMENT MARKER EA 21.0000 2,520.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476004 TIME 11:34 AM ESTIMATE NO. 03 BID OPENING 01/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 08/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 288,937.94 345,521.34 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 5,479.60 5,479.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 294,417.54 351,000.94 51 MOBILIZATION LS 8,925.0000 8,925.00 0.250 2,231.25 1.000 8,925.00 ORIGINAL CONTRACT AMOUNT 415,818.00 TOTAL WORK COMPLETED 296,648.79 359,925.94 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 306,648.79 359,925.94 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 02/24/10 50 06/21/10 03/11/10 10/01/10 49 65 0 0 77% 98% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST FAZAL, IMRAN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/10