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.03 TIME 11:51 AM R.E. NAME: OSIER, JIM 01-478304 --------------------------------------------------------------------------- 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 212.19 E.W. @ F.A.(+) 051211 N 1 0 0002 275.85 051311 N 2 0 0003 339.50 051611 N 3 0 0004 866.38 051711 N 4 0 0005 939.49 051811 N 5 0 0006 1,158.76 051911 N 6 0 0007 649.78 052011 N 7 0 0008 1,455.35 052311 N 8 0 0009 1,085.66 052411 N 9 0 0010 758.08 052511 N 10 0 0011 1,085.66 052611 N 11 0 0013 812.21 053111 N 13 0 0014 866.38 060111 N 14 0 0015 1,012.57 060211 N 15 0 0016 541.49 060311 N 16 0 002 0001 8,934.98 E.W. @ F.A.(+) 022311 N 1 0 0002 2,472.56 022411 N 2 0 0003 1,775.57 022511 N 3 0 0004 981.83 022111 N 4 0 0006 1,434.73 042211 N 6 0 0007 615.55 051211 N 7 0 005 0001 339.78 E.W. @ F.A.(+) 051311 N 1 0 0002 462.05 052011 N 2 0 0003 538.74 052511 N 3 0 0004 615.48 052611 N 4 0 0006 679.82 060111 N 6 0 30,910.44 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 30,910.44 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 07/21/11 EST. NO.03 TIME 11:51 AM R.E. NAME: OSIER, JIM 01-478304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/11 -4,000.00 03 -4,000.00 -4,000.00 TOTAL DEDUCTIONS -4,000.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-478304 TIME 11:51 AM ESTIMATE NO. 03 BID OPENING 05/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: OSIER, JIM DATE OF THIS ESTIMATE 07/21/11 LOCATION PROGRESS ESTIMATE 01-HUM-169-18.0/19.8 ----------------- ENGINEERED SOIL REPAIRS INC IN HUMBOLDT COUNTY NEAR WEITCHPEC 1267 SPRINGBROOK ROAD AT 2.9 MILES AND 4.3 MILES WEST WALNUT CREEK CA 94597 OF CAPPELL CREEK BRIDGE FED. AID NO. ER-43J9(4) CONSTRUCT TIEBACK RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.00 0.000 0.00 02 TEMPORARY REINFORCED SILT FENCE LF 26.0000 9,100.00 0.000 0.00 03 TEMPORARY FENCE (TYPE ESA) LF 4.5500 910.00 150.000 682.50 150.000 682.50 04 CONSTRUCTION SITE MANAGEMENT LS 325.0000 325.00 0.260 84.50 0.260 84.50 05 PREPARE WATER POLLUTION CONTROL LS 845.0000 845.00 0.845 714.03 0.845 714.03 PROGRAM 06 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 935.0000 935.00 0.260 243.10 0.260 243.10 07 CONSTRUCTION AREA SIGNS LS 4,550.0000 4,550.00 0.260 1,183.00 0.260 1,183.00 08 TRAFFIC CONTROL SYSTEM LS 7,280.0000 7,280.00 0.260 1,892.80 0.260 1,892.80 09 TYPE III BARRICADE EA 71.0000 426.00 6.000 426.00 6.000 426.00 10 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 21.0000 1,428.00 0.000 0.00 11 TEMPORARY FLASHING BEACON SYSTEM LS 24,518.0000 24,518.00 0.000 0.00 (SOLAR POWERED) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 8,688.0000 8,688.00 0.152 1,320.58 0.152 1,320.58 13 TEMPORARY RAILING (TYPE K) LF 45.0000 12,600.00 0.000 0.00 14 TEMPORARY RAILING (TYPE K, MOD) LF 77.0000 4,620.00 0.000 0.00 15 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 350.0000 700.00 0.000 0.00 16 REMOVE RETAINING WALL LS 12,253.0000 12,253.00 0.800 9,802.40 0.800 9,802.40 17 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.5000 10,665.00 0.000 0.00 18 CLEARING AND GRUBBING LS 4,536.0000 4,536.00 1.000 4,536.00 1.000 4,536.00 19 ROADWAY EXCAVATION CY 29.5000 54,870.00 0.000 0.00 20 LEAD COMPLIANCE PLAN LS 1,495.0000 1,495.00 1.000 1,495.00 1.000 1,495.00 21 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 16.0000 9,840.00 246.000 3,936.00 246.000 3,936.00 F) 22 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 70.0000 8,750.00 0.000 0.00 F) PROGRAM CAS145 PAGE 2 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-478304 TIME 11:51 AM ESTIMATE NO. 03 BID OPENING 05/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: OSIER, JIM 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 LEAN CONCRETE BACKFILL CY 199.0000 20,895.00 98.900 19,681.10 98.900 19,681.10 F) 24 EROSION CONTROL (COMPOST BLANKET) CY 605.0000 9,075.00 0.000 0.00 25 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1600 1,008.00 0.000 0.00 26 CLASS 2 AGGREGATE BASE CY 73.0000 12,410.00 0.000 0.00 27 HOT MIX ASPHALT (TYPE A) TON 130.0000 28,600.00 0.000 0.00 28 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 65.0000 1,950.00 0.000 0.00 29 PLACE HOT MIX ASPHALT SQYD 22.0000 1,936.00 0.000 0.00 (MISCELLANEOUS AREA) 30 30" DRILLED HOLE LF 55.0000 71,225.00 1,135.000 62,425.00 1,135.000 62,425.00 31 STEEL SOLDIER PILE (W 14 X 120) LF 102.0000 132,090.00 1,199.000 122,298.00 1,199.000 122,298.00 32 STEEL SOLDIER PILE (W 14 X 159) LF 159.0000 23,532.00 0.000 0.00 33 TIEBACK ANCHOR EA 6,551.0000 353,754.00 0.000 0.00 34 STRUCTURAL CONCRETE, RETAINING WALL CY 662.0000 48,326.00 0.000 0.00 F) 35 STRUCTURAL CONCRETE, BARRIER SLAB CY 680.0000 73,440.00 0.000 0.00 36 CLASS 3 CONCRETE (BACKFILL) CY 287.0000 35,875.00 103.800 29,790.60 103.800 29,790.60 37 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7200 36,432.00 0.000 0.00 F) 38 TIMBER LAGGING MFBM 1,932.0000 57,960.00 11.000 21,252.00 11.000 21,252.00 F) 39 CLEAN AND PAINT STEEL SOLDIER PILE LS 48,459.0000 48,459.00 0.000 0.00 40 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 65.0000 4,550.00 0.000 0.00 41 8" NON-PERFORATED PLASTIC PIPE LF 53.0000 2,120.00 0.000 0.00 UNDERDRAIN 42 ROCK SLOPE PROTECTION CY 74.0000 44,400.00 100.000 7,400.00 100.000 7,400.00 (1/4 TON, METHOD B) 43 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 263.0000 1,052.00 0.000 0.00 44 ROCK SLOPE PROTECTION CY 177.0000 2,301.00 0.000 0.00 (BACKING NO. 2, METHOD B) 45 ROCK SLOPE PROTECTION FABRIC SQYD 8.5000 1,105.00 0.000 0.00 46 METAL BEAM GUARD RAILING (WOOD POST) LF 45.5000 910.00 0.000 0.00 47 METAL BEAM GUARD RAILING (SPECIAL) LF 219.0000 8,760.00 0.000 0.00 48 METAL BEAM GUARD RAILING (7' WOOD POST) LF 59.0000 2,065.00 0.000 0.00 49 CABLE RAILING LF 46.0000 4,738.00 0.000 0.00 F) PROGRAM CAS145 PAGE 3 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-478304 TIME 11:51 AM ESTIMATE NO. 03 BID OPENING 05/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: OSIER, JIM 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 TRANSITION RAILING (TYPE WB) EA 4,550.0000 9,100.00 0.000 0.00 51 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,550.0000 4,550.00 0.000 0.00 52 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,380.0000 3,380.00 0.000 0.00 53 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 273.0000 81,900.00 0.000 0.00 F) 54 4" THERMOPLASTIC TRAFFIC STRIPE LF 3.7000 3,219.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-478304 TIME 11:51 AM ESTIMATE NO. 03 BID OPENING 05/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: OSIER, JIM 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 289,162.61 289,162.61 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 30,910.44 30,910.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 320,073.05 320,073.05 55 MOBILIZATION LS 61,570.0000 61,570.00 0.200 12,314.00 0.950 58,491.50 ORIGINAL CONTRACT AMOUNT 1,373,021.00 TOTAL WORK COMPLETED 332,387.05 378,564.55 MATERIALS ON HAND ON SITE 6,151.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,000.00 -4,000.00 TOTAL 328,387.05 380,715.55 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 07/13/10 170 07/28/10 07/28/10 12/22/11 67 179 0 0 27% 39% PROGRESS IS SATISFACTORY OSIER, JIM RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/11