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 10/26/10 EST. NO.07 TIME 10:48 AM R.E. NAME: FAZAL, IMRAN 01-476104 --------------------------------------------------------------------------- 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 0014 125.58 E.W. @ F.A.(+) 091310 N 14 0 0015 251.15 091410 N 15 0 0016 312.78 092010 N 16 0 0017 292.24 092110 N 17 0 0018 270.54 092310 N 18 0 0019 1,086.78 093010 N 19 0 0020 753.44 100110 N 20 0 0021 1,086.78 100410 N 21 0 0022 1,251.13 100510 N 22 0 0023 1,004.59 100710 N 23 0 0024 1,004.59 100810 N 24 0 0025 879.01 101110 N 25 0 0026 502.31 101210 N 26 0 005 0007 370.64 E.W. @ F.A.(+) 093010 N 7 0 006 0003 317.94 E.W. @ F.A.(+) 091610 N 3 0 0004 94.18 092310 N 4 0 008 0001 1,469.25 E.W. @ F.A.(+) 091510 N 1 0 0002 398.34 091610 N 2 0 11,471.27 TOTAL THIS ESTIMATE 32,578.77 TOTAL PREVIOUS ESTIMATE 44,050.04 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 10/26/10 EST. NO.07 TIME 10:48 AM R.E. NAME: FAZAL, IMRAN 01-476104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% CPM DEDUCTION -15,794.18 03 25% CPM DEDUCTION -59,810.46 04 25% CPM DEDUCTION -35,347.07 05 25% CPM DEDUCTION -56,310.03 06 25% CPM DEDUCTION -65,657.60 07 -65,657.60 -232,919.34 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 05 REC'D FHWA 1391 10,000.00 06 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/10 -6,000.00 04 PER LTR DATED 8/10 -6,000.00 05 RETURN DEDUCT 7&8/10 12,000.00 06 0.00 0.00 TOTAL DEDUCTIONS -65,657.60 -232,919.34 PROGRAM CAS145 PAGE 1 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476104 TIME 10:48 AM ESTIMATE NO. 07 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 10/26/10 LOCATION PROGRESS ESTIMATE 01-MEN-253-1.7/2.3 ----------------- MENDOCINO CONSTRUCTION IN MENDOCINO COUNTY NEAR BOONVILLE SERVICES INC FROM SINGLEY CATTLEPASS TO 0.6 MI P O BOX 1517 EAST OF SINGLEY CATTLEPASS WILLITS CA 95490 FED. AID NO. ER-4311(4)E REPAIR STORM DAMAGE ------------------------------------------------------------------------------------------------------------------------------------ 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 750.00 3.000 750.00 3.000 750.00 02 TEMPORARY FENCE (TYPE ESA) LF 5.0000 2,050.00 444.000 2,220.00 03 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 0.165 165.00 0.800 800.00 04 PREPARE STORM WATER POLLUTION LS 1,850.0000 1,850.00 0.120 222.00 0.900 1,665.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 2.7500 990.00 60.000 165.00 60.000 165.00 06 TEMPORARY SILT FENCE LF 4.7500 3,515.00 733.000 3,481.75 07 TEMPORARY CONSTRUCTION ENTRANCE EA 1,300.0000 2,600.00 1.000 1,300.00 08 TEMPORARY CHECK DAM LF 4.5000 315.00 80.000 360.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 1,000.00 2.000 1,000.00 10 STREET SWEEPING LS 2,625.0000 2,625.00 0.165 433.13 0.800 2,100.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 0.165 165.00 0.800 800.00 12 CONSTRUCTION AREA SIGNS LS 2,600.0000 2,600.00 0.500 1,300.00 13 TRAFFIC CONTROL SYSTEM LS 13,450.0000 13,450.00 0.165 2,219.25 0.863 11,607.35 14 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 22.0000 660.00 30.000 660.00 15 TEMPORARY SIGNAL SYSTEM LS 105,000.0000 105,000.00 0.200 21,000.00 1.000 105,000.00 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,800.0000 7,600.00 1.000 3,800.00 17 TEMPORARY RAILING (TYPE K) LF 15.0000 48,600.00 2,860.000 42,900.00 18 TEMPORARY CRASH CUSHION MODULE EA 168.0000 7,392.00 55.000 9,240.00 19 REMOVE FLARED END SECTION EA 60.0000 60.00 1.000 60.00 20 REMOVE ASPHALT CONCRETE DIKE LF 0.4000 588.00 1,463.000 585.20 1,463.000 585.20 21 REMOVE DOWNDRAIN EA 400.0000 400.00 1.000 400.00 22 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 400.0000 1,200.00 3.000 1,200.00 PROGRAM CAS145 PAGE 2 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476104 TIME 10:48 AM ESTIMATE NO. 07 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.0000 2,250.00 169.550 2,543.25 169.550 2,543.25 24 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.250 1,250.00 1.000 5,000.00 25 ROADWAY EXCAVATION CY 26.0000 82,680.00 1,291.600 33,581.60 3,171.600 82,461.60 26 ASBESTOS COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800.00 (NATURALLY OCCURING ASBESTOS) 27 DUST CONTROL PLAN LS 1,050.0000 1,050.00 0.100 105.00 1.000 1,050.00 (NATURALLY OCCURRING ASBESTOS) 28 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 126.0000 13,734.00 109.000 13,734.00 F) 29 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 125.0000 5,375.00 43.000 5,375.00 F) 30 CLASS 2 CONCRETE BACKFILL CY 700.0000 18,200.00 24.000 16,800.00 F) 31 LEAN CONCRETE BACKFILL CY 700.0000 16,800.00 24.000 16,800.00 F) 32 EROSION CONTROL (TYPE D) SQYD 1.7000 4,726.00 1,002.000 1,703.40 2,246.600 3,819.22 33 CLASS 2 AGGREGATE BASE CY 38.0000 100,320.00 1,320.000 50,160.00 2,640.000 100,320.00 34 HOT MIX ASPHALT (TYPE A) TON 104.0000 157,040.00 1,258.110 130,843.44 1,553.590 161,573.36 35 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.5000 4,375.00 1,955.000 4,887.50 1,955.000 4,887.50 36 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 150.00 366.000 915.00 366.000 915.00 37 PLACE HOT MIX ASPHALT SQYD 42.0000 1,638.00 66.800 2,805.60 66.800 2,805.60 (MISCELLANEOUS AREA) 38 TACK COAT TON 1,000.0000 3,000.00 2.000 2,000.00 3.000 3,000.00 39 STEEL SOLDIER PILE (HP 14 X 117) LF 69.0000 29,463.00 427.000 29,463.00 40 24" DRILLED HOLE LF 92.0000 43,240.00 470.000 43,240.00 41 TIEBACK ANCHOR EA 4,350.0000 43,500.00 10.000 43,500.00 42 STRUCTURAL CONCRETE, RETAINING WALL CY 2,300.0000 23,000.00 10.000 23,000.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB CY 525.0000 47,250.00 90.000 47,250.00 F) 44 MINOR CONCRETE (MINOR STRUCTURE) CY 2,140.0000 5,350.00 2.500 5,350.00 F) 45 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1000 6,490.00 5,900.000 6,490.00 F) 46 TREATED TIMBER LAGGING MFBM 2,685.0000 26,850.00 10.000 26,850.00 F) 47 CLEAN AND PAINT STEEL SOLDIER PILING LS 31,000.0000 31,000.00 1.000 31,000.00 48 30" CORRUGATED STEEL PIPE (.109" THICK) LF 162.0000 7,614.00 47.000 7,614.00 49 6" PERFORATED STEEL PIPE UNDERDRAIN LF 32.0000 11,200.00 160.000 5,120.00 432.000 13,824.00 (.079" THICK) PROGRAM CAS145 PAGE 3 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476104 TIME 10:48 AM ESTIMATE NO. 07 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 12" PERFORATED STEEL PIPE UNDERDRAIN LF 52.0000 19,240.00 368.000 19,136.00 (.079" THICK) 51 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 4,150.00 83.000 4,150.00 (.079" THICK) 52 30" ANCHOR ASSEMBLY EA 285.0000 1,425.00 4.000 1,140.00 53 CABLE ANCHORAGE SYSTEM LF 41.0000 3,239.00 69.000 2,829.00 54 30" STEEL FLARED END SECTION EA 460.0000 460.00 1.000 460.00 55 ROCK SLOPE PROTECTION CY 75.0000 1,875.00 25.000 1,875.00 (1/4 TON, METHOD B) 56 ROCK SLOPE PROTECTION FABRIC SQYD 2.5000 130.00 52.000 130.00 57 MISCELLANEOUS IRON AND STEEL LB 2.0000 956.00 478.000 956.00 478.000 956.00 F) 58 MISCELLANEOUS METAL (BRIDGE) LB 30.0000 1,050.00 35.000 1,050.00 F) 59 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 12.5000 11,875.00 864.000 10,800.00 60 MARKER (CULVERT) EA 55.0000 55.00 1.000 55.00 1.000 55.00 61 TUBULAR HANDRAILING LF 79.0000 13,035.00 0.000 0.00 F) 62 TRANSITION RAILING (TYPE WB) EA 5,100.0000 5,100.00 0.000 0.00 63 END CAP (TYPE TC) EA 135.0000 135.00 0.000 0.00 64 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 3,600.00 0.000 0.00 65 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 147.0000 24,255.00 165.000 24,255.00 F) 66 THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 6,300.00 0.000 0.00 (SPRAYABLE) 67 PAVEMENT MARKER EA 10.7000 1,284.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-476104 TIME 10:48 AM ESTIMATE NO. 07 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: FAZAL, IMRAN DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 262,630.37 958,695.83 ADJUSTMENT OF COMPENSATION 0.00 3,150.00 EXTRA WORK 11,471.27 40,900.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 274,101.64 1,002,745.87 68 MOBILIZATION LS 57,000.0000 57,000.00 1.000 57,000.00 ORIGINAL CONTRACT AMOUNT 1,053,504.00 TOTAL WORK COMPLETED 274,101.64 1,059,745.87 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -65,657.60 -232,919.34 TOTAL 208,444.04 826,826.53 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 08/05/09 140 09/11/09 08/20/09 12/07/10 108 182 0 0 93% 77% PROGRESS IS SATISFACTORY FAZAL, IMRAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/10