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 03/21/11 EST. NO.04 TIME 01:49 PM R.E. NAME: RODRIGUEZ, JOAQUIN S. 01-475104 --------------------------------------------------------------------------- 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 0016 10.67 E.W. @ F.A.(+) 120610 N FBS001 0017 21.33 120710 N FBS002 0018 24.01 120810 N FBS003 0019 24.01 120910 N FBS004 0020 23.33 121010 N FBS005 0021 24.01 121310 N FBS006 0022 29.35 121410 N FBS007 0023 26.68 121510 N FBS008 0024 22.67 121610 N FBS009 0025 21.33 121710 N FBS010 0026 26.84 122210 N FBS011 0027 23.85 122310 N FBS012 0028 9.89 012511 N FBS013 0029 22.67 012611 N FBS014 0030 21.33 012711 N FBS015 0036 1,931.70 020711 N JFS021 0037 1,595.23 020811 N JFS022 0038 3,014.36 020811 N BBC001 003 0001 487.05 E.W. @ F.A.(+) 021611 N JFS001 0002 978.72 021811 N JFS002 8,339.03 TOTAL THIS ESTIMATE 22,143.68 TOTAL PREVIOUS ESTIMATE 30,482.71 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 03/21/11 EST. NO.04 TIME 01:49 PM R.E. NAME: RODRIGUEZ, JOAQUIN S. 01-475104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2010 CEM4401 -10,000.00 03 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 3/11 -3,000.00 04 -3,000.00 -3,000.00 TOTAL DEDUCTIONS -3,000.00 -13,000.00 PROGRAM CAS145 PAGE 1 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475104 TIME 01:49 PM ESTIMATE NO. 04 BID OPENING 04/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: RODRIGUEZ, JOAQUIN S. DATE OF THIS ESTIMATE 03/21/11 LOCATION PROGRESS ESTIMATE 01-HUM-254-5.1/5.6 ----------------- J F SHEA CONSTRUCTION INC IN HUMBOLDT COUNTY NEAR MIRANDA P O BOX 494519 FROM 1.3 MILES SOUTH OF MIRANDA REDDING CA 96049 POST OFFICE TO 0.8 MILE SOUTH OF MIRANDA POST OFFICE FED. AID NO. ER-43J7(4)E RECONSTRUCT HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 02 TEMPORARY FENCE (TYPE ESA) LF 2.0000 1,640.00 820.000 1,640.00 03 18" TEMPORARY CULVERT LF 75.0000 9,000.00 0.000 0.00 04 CONSTRUCTION SITE MANAGEMENT LS 500.0000 500.00 0.140 70.00 0.380 190.00 05 PREPARE WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 0.750 750.00 PROGRAM 06 TEMPORARY FIBER ROLL LF 5.0000 5,600.00 200.000 1,000.00 350.000 1,750.00 07 TEMPORARY SILT FENCE LF 3.0000 2,340.00 400.000 1,200.00 708.000 2,124.00 08 TEMPORARY CHECK DAM LF 7.0000 1,190.00 0.000 0.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 600.00 0.000 0.00 10 TEMPORARY HYDRAULIC MULCH SQYD 3.0000 2,160.00 0.000 0.00 (BONDED FIBER MATRIX) 11 STREET SWEEPING LS 14,000.0000 14,000.00 0.140 1,960.00 0.380 5,320.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 0.140 140.00 0.380 380.00 13 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.042 420.00 0.714 7,140.00 14 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 0.140 4,900.00 0.380 13,300.00 15 TYPE III BARRICADE EA 100.0000 500.00 5.000 500.00 16 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 18.0000 846.00 40.000 720.00 17 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.6500 2,739.00 1,660.000 2,739.00 18 TRAFFIC PLASTIC DRUM EA 100.0000 1,500.00 15.000 1,500.00 19 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 75,000.0000 75,000.00 0.042 3,150.00 0.714 53,550.00 20 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 75,000.0000 75,000.00 0.042 3,150.00 0.714 53,550.00 21 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.140 3,500.00 0.380 9,500.00 22 TEMPORARY RAILING (TYPE K) LF 35.0000 39,200.00 1,120.000 39,200.00 PROGRAM CAS145 PAGE 2 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475104 TIME 01:49 PM ESTIMATE NO. 04 BID OPENING 04/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: RODRIGUEZ, JOAQUIN S. DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 100.0000 20,000.00 14.000 1,400.00 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.0000 4,230.00 641.000 1,923.00 STRIPE (HAZARDOUS WASTE) 25 ABANDON PIPELINE LF 25.0000 3,750.00 150.000 3,750.00 26 REMOVE CULVERT LF 20.0000 5,600.00 0.000 0.00 27 REMOVE PIPE LF 20.0000 2,200.00 0.000 0.00 28 ADJUST FRAME AND COVER TO GRADE EA 500.0000 1,000.00 0.000 0.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 8,900.00 0.000 0.00 30 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.000 0.00 31 ROADWAY EXCAVATION CY 19.0000 144,020.00 800.000 15,200.00 1,375.000 26,125.00 32 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.500 750.00 33 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 19.0000 30,210.00 672.000 12,768.00 890.000 16,910.00 F) 34 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 65.0000 39,780.00 0.000 0.00 F) 35 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 150.0000 45,450.00 212.000 31,800.00 303.000 45,450.00 F) 36 LEAN CONCRETE BACKFILL CY 125.0000 51,250.00 321.000 40,125.00 410.000 51,250.00 F) 37 EROSION CONTROL (TYPE D) SQYD 2.0000 5,480.00 0.000 0.00 38 FIBER ROLLS LF 40.0000 11,600.00 0.000 0.00 39 HOT MIX ASPHALT (TYPE A) TON 115.0000 149,500.00 139.000 15,985.00 40 DATA CORE LS 2,500.0000 2,500.00 0.000 0.00 41 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 45.0000 2,790.00 0.000 0.00 42 PLACE HOT MIX ASPHALT SQYD 500.0000 250.00 0.000 0.00 (MISCELLANEOUS AREA) 43 SOLDIER PILE (HP 14 X 117) LF 55.0000 154,330.00 2,037.000 112,035.00 2,854.000 156,970.00 44 36" DRILLED HOLE LF 75.0000 210,450.00 2,080.000 156,000.00 2,912.000 218,400.00 45 TIEBACK ANCHOR EA 3,600.0000 601,200.00 0.000 0.00 46 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 275,400.00 76.000 45,600.00 76.000 45,600.00 F) 47 MINOR CONCRETE (MINOR STRUCTURE) CY 700.0000 4,480.00 0.000 0.00 F) 48 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8500 164,390.00 37,300.000 31,705.00 37,300.000 31,705.00 F) 49 TIMBER LAGGING MFBM 2,800.0000 229,600.00 0.000 0.00 F) PROGRAM CAS145 PAGE 3 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475104 TIME 01:49 PM ESTIMATE NO. 04 BID OPENING 04/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: RODRIGUEZ, JOAQUIN S. DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEAN AND PAINT STEEL SOLDIER PILES LS 55,000.0000 55,000.00 0.000 0.00 51 24" ALTERNATIVE PIPE CULVERT LF 90.0000 15,300.00 171.000 15,390.00 52 30" ALTERNATIVE PIPE CULVERT LF 115.0000 18,400.00 158.000 18,170.00 53 12" PERFORATED STEEL PIPE UNDERDRAIN LF 30.0000 12,000.00 0.000 0.00 54 12" NON-PERFORATED STEEL PIPE LF 30.0000 4,200.00 0.000 0.00 UNDERDRAIN 55 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 140.0000 65,800.00 470.000 65,800.00 56 8" NON-PERFORATED PLASTIC PIPE LF 160.0000 20,800.00 130.000 20,800.00 UNDERDRAIN 57 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 45.0000 1,935.00 0.000 0.00 58 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 35.0000 980.00 0.000 0.00 59 12" ENTRANCE TAPER EA 500.0000 500.00 0.000 0.00 60 8" ANCHOR ASSEMBLY EA 250.0000 750.00 0.000 0.00 61 12" ANCHOR ASSEMBLY EA 350.0000 1,050.00 0.000 0.00 62 36" CORRUGATED STEEL PIPE INLET LF 75.0000 630.00 8.400 630.00 (.168" THICK) 63 30" ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 64 ROCK SLOPE PROTECTION CY 200.0000 3,600.00 18.000 3,600.00 (1/2 TON, METHOD B) 65 ROCK SLOPE PROTECTION FABRIC SQYD 6.0000 252.00 42.000 252.00 66 MISCELLANEOUS IRON AND STEEL LB 3.0000 4,365.00 0.000 0.00 F) 67 MARKER (CULVERT) EA 55.0000 275.00 0.000 0.00 68 OBJECT MARKER (TYPE L-1) EA 55.0000 110.00 0.000 0.00 69 GUARD RAILING WEED CONTROL MAT SQYD 25.0000 5,750.00 0.000 0.00 (FIBER) 70 BICYCLE RAILING LF 112.0000 47,152.00 0.000 0.00 F) 71 TRANSITION RAILING (TYPE WB) EA 3,500.0000 14,000.00 0.000 0.00 72 ALTERNATIVE FLARED TERMINAL SYSTEM EA 500.0000 2,000.00 0.000 0.00 73 CONCRETE BARRIER (TYPE 80) LF 250.0000 105,250.00 0.000 0.00 F) 74 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,940.00 0.000 0.00 75 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 1,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475104 TIME 01:49 PM ESTIMATE NO. 04 BID OPENING 04/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/11 R.E. NAME: RODRIGUEZ, JOAQUIN S. DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 464,723.00 935,213.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 8,339.03 30,482.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 473,062.03 965,695.71 76 MOBILIZATION LS 300,000.0000 300,000.00 0.200 60,000.00 0.950 285,000.00 ORIGINAL CONTRACT AMOUNT 3,171,164.00 TOTAL WORK COMPLETED 533,062.03 1,250,695.71 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -13,000.00 TOTAL 530,062.03 1,237,695.71 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 12/01/10 140 12/06/10 12/06/10 07/22/11 53 20 0 0 39% 38% PROGRESS IS SATISFACTORY RODRIGUEZ, JOAQUIN S. RESIDENT ENGINEER PROGRAM CAS145 DATE 03/21/11