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 05/24/11 EST. NO.02 TIME 08:25 AM R.E. NAME: YEO, JONATHAN 04-3S7404 --------------------------------------------------------------------------- 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 566.25 E.W. @ F.A.(+) 041911 N 0020.0 0002 778.59 042011 N 0021.0 0003 566.25 042111 N 0022.0 0004 353.91 042211 N 0023.0 0005 419.05 042511 N 0024.0 0006 371.00 042511 N 0025.0 0007 778.59 042611 N 0026.0 0008 778.59 042711 N 0027.0 4,612.23 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 4,612.23 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 05/24/11 EST. NO.02 TIME 08:25 AM R.E. NAME: YEO, JONATHAN 04-3S7404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S7404 TIME 08:25 AM ESTIMATE NO. 02 BID OPENING 10/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: YEO, JONATHAN DATE OF THIS ESTIMATE 05/24/11 LOCATION PROGRESS ESTIMATE 04-SON-1-27.1/27.3 ----------------- GHILOTTI CONSTRUCTION COMPANY IN SONOMA COUNTY NEAR JENNER AT 2.5 246 GHILOTTI AVENUE MILES NORTH OF MEYERS GRADE ROAD SANTA ROSA CA 95407 FED. AID NO. ACST-43K8(4)E ,P-43K8(4)E CONSTRUCT RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY REINFORCED SILT FENCE LF 4.0000 4,120.00 956.000 3,824.00 956.000 3,824.00 02 CONSTRUCTION SITE MANAGEMENT LS 200.0000 200.00 0.210 42.00 0.210 42.00 03 PREPARE WATER POLLUTION CONTROL LS 500.0000 500.00 0.210 105.00 0.210 105.00 PROGRAM 04 TEMPORARY CONCRETE WASHOUT FACILITY EA 700.0000 700.00 0.760 532.00 0.760 532.00 05 TEMPORARY COVER SQYD 3.5000 4,410.00 197.300 690.55 197.300 690.55 06 TEMPORARY CHECK DAM LF 18.0000 810.00 47.000 846.00 47.000 846.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 175.00 2.000 350.00 2.000 350.00 08 STREET SWEEPING LS 5,000.0000 5,000.00 0.210 1,050.00 0.210 1,050.00 09 CONSTRUCTION AREA SIGNS LS 6,500.0000 6,500.00 0.500 3,250.00 0.500 3,250.00 10 TRAFFIC CONTROL SYSTEM LS 10,000.0000 10,000.00 0.210 2,100.00 0.210 2,100.00 11 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 25.0000 500.00 14.000 350.00 14.000 350.00 12 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.0000 2,670.00 328.300 984.90 328.300 984.90 13 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,800.00 28.000 1,120.00 28.000 1,120.00 14 TEMPORARY SIGNAL SYSTEM LS 85,000.0000 85,000.00 0.694 58,990.00 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 9,600.0000 9,600.00 0.760 7,296.00 0.760 7,296.00 16 TEMPORARY RAILING (TYPE K) LF 20.0000 42,800.00 756.000 15,120.00 756.000 15,120.00 17 TEMPORARY CRASH CUSHION MODULE EA 100.0000 4,400.00 15.400 1,540.00 15.400 1,540.00 18 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 4,815.00 1,546.000 2,319.00 1,546.000 2,319.00 STRIPE (HAZARDOUS WASTE) 19 REMOVE METAL BEAM GUARD RAILING LF 7.0000 2,450.00 355.000 2,485.00 355.000 2,485.00 20 REMOVE PAINTED TRAFFIC STRIPE LF 1.5000 1,335.00 469.000 703.50 469.000 703.50 21 REMOVE PAINTED PAVEMENT MARKING SQFT 25.0000 500.00 0.000 0.00 22 REMOVE PAVEMENT MARKER EA 3.0000 420.00 110.000 330.00 110.000 330.00 PROGRAM CAS145 PAGE 2 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S7404 TIME 08:25 AM ESTIMATE NO. 02 BID OPENING 10/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: YEO, JONATHAN DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PIPE LF 35.0000 1,925.00 39.500 1,382.50 39.500 1,382.50 24 RECONSTRUCT METAL BEAM GUARD RAILING LF 19.0000 3,230.00 51.000 969.00 51.000 969.00 25 RESET ROADSIDE SIGN EA 250.0000 250.00 0.000 0.00 26 CLEARING AND GRUBBING LS 1,500.0000 1,500.00 0.600 900.00 0.600 900.00 27 ROADWAY EXCAVATION CY 40.0000 40,000.00 100.000 4,000.00 100.000 4,000.00 28 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 29 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 110.0000 66,660.00 0.000 0.00 F) 30 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 75.0000 33,075.00 0.000 0.00 F) 31 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 280.0000 92,960.00 0.000 0.00 F) 32 LEAN CONCRETE BACKFILL CY 200.0000 10,600.00 0.000 0.00 F) 33 EROSION CONTROL (COMPOST BLANKET) CY 70.0000 2,240.00 0.000 0.00 34 FIBER ROLLS LF 2.2500 4,252.50 0.000 0.00 35 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.2500 4,950.00 0.000 0.00 36 ROLLED EROSION CONTROL PRODUCT SQFT 0.4000 6,920.00 0.000 0.00 (NETTING) 37 HOT MIX ASPHALT (TYPE A) TON 110.0000 233,200.00 70.360 7,739.60 70.360 7,739.60 38 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 10.0000 3,200.00 0.000 0.00 39 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 10.0000 750.00 0.000 0.00 40 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.0000 1,200.00 0.000 0.00 41 TACK COAT TON 1,000.0000 4,000.00 0.000 0.00 42 STEEL SOLDIER PILE (HP 14 X 73) LF 50.0000 143,500.00 0.000 0.00 43 30" DIAMETER DRILLED HOLE LF 40.0000 96,480.00 0.000 0.00 44 TIEBACK ANCHOR EA 2,950.0000 236,000.00 0.000 0.00 45 STRUCTURAL CONCRETE, RETAINING WALL CY 525.0000 115,500.00 0.000 0.00 F) 46 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 10,500.00 6.530 9,795.00 6.530 9,795.00 F) 47 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 67,900.00 0.000 0.00 F) 48 TIMBER LAGGING MFBM 2,600.0000 117,000.00 0.000 0.00 F) 49 CLEAN AND PAINT STEEL SOLDIER PILING LS 95,000.0000 95,000.00 0.700 66,500.00 0.700 66,500.00 PROGRAM CAS145 PAGE 3 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S7404 TIME 08:25 AM ESTIMATE NO. 02 BID OPENING 10/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: YEO, JONATHAN DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PREPARE AND STAIN CONCRETE SQFT 1.1000 8,682.30 0.000 0.00 51 18" PLASTIC PIPE LF 100.0000 11,000.00 85.500 8,550.00 85.500 8,550.00 52 18" ALTERNATIVE FLARED END SECTION EA 350.0000 700.00 0.000 0.00 53 ROCK SLOPE PROTECTION CY 400.0000 560.00 0.000 0.00 (FACING, METHOD B) 54 ROCK SLOPE PROTECTION FABRIC SQYD 7.5000 60.00 0.000 0.00 55 MISCELLANEOUS IRON AND STEEL LB 1.0000 956.00 956.000 956.00 956.000 956.00 F) 56 DELINEATOR (CLASS 1) EA 75.0000 2,775.00 0.000 0.00 57 METAL BEAM GUARD RAILING (WOOD POST) LF 26.0000 17,420.00 0.000 0.00 58 CABLE RAILING LF 14.0000 9,072.00 0.000 0.00 F) 59 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,300.0000 2,300.00 0.000 0.00 60 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,970.00 0.000 0.00 61 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 770.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S7404 TIME 08:25 AM ESTIMATE NO. 02 BID OPENING 10/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: YEO, JONATHAN DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 148,830.05 207,820.05 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 4,612.23 4,612.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 153,442.28 212,432.28 62 MOBILIZATION LS 72,150.0000 72,150.00 0.750 54,112.50 0.750 54,112.50 ORIGINAL CONTRACT AMOUNT 1,718,912.80 TOTAL WORK COMPLETED 207,554.78 266,544.78 MATERIALS ON HAND ON SITE 107,613.51 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 207,554.78 374,158.29 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 01/12/11 120 04/18/11 01/27/11 10/03/11 23 59 0 0 15% 19% PROGRESS IS SATISFACTORY YEO, JONATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/11