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 07/25/11 EST. NO.02 TIME 10:27 AM R.E. NAME: STREATER, HAL 04-3S8414 --------------------------------------------------------------------------- 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 1,465.59 E.W. @ F.A.(+) 053111 N 0001.0 0002 1,465.59 060111 N 0002.0 0003 1,465.59 060211 N 0003.0 0004 1,104.88 060311 N 0004.0 5,501.65 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 5,501.65 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 07/25/11 EST. NO.02 TIME 10:27 AM R.E. NAME: STREATER, HAL 04-3S8414 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S8414 TIME 10:27 AM ESTIMATE NO. 02 BID OPENING 10/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 07/25/11 LOCATION PROGRESS ESTIMATE 04-SON-1-7.6/ .0 ----------------- TEAM GHILOTTI INC IN SONOMA COUNTY NEAR BODEGA BAY 2531 PETALUMA BOULEVARD AT 2.2 MILES NORTH OF BODGEA PETALUMA CA 94954 HIGHWAY FED. AID NO. ACST-43L0(4)E ,P-43L0(4)E CONSTRUCT SOLDIER PILE RETAINING ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 02 WILDLIFE EXCLUSION FENCE LF 10.0000 8,000.00 800.000 8,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 550.0000 550.00 0.500 275.00 0.500 275.00 04 PREPARE WATER POLLUTION CONTROL LS 550.0000 550.00 0.750 412.50 PROGRAM 05 TEMPORARY CONSTRUCTION ENTRANCE EA 1,350.0000 1,350.00 1.000 1,350.00 1.000 1,350.00 06 TEMPORARY COVER SQYD 1.5000 1,500.00 0.000 0.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,000.00 4.000 1,000.00 4.000 1,000.00 08 STREET SWEEPING LS 1,100.0000 1,100.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 850.0000 850.00 0.000 0.00 10 CONSTRUCTION AREA SIGNS LS 3,200.0000 3,200.00 0.100 320.00 11 TRAFFIC CONTROL SYSTEM LS 3,500.0000 3,500.00 0.300 1,050.00 0.400 1,400.00 12 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 50.0000 1,200.00 0.000 0.00 13 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 980.00 0.000 0.00 14 TEMPORARY SIGNAL SYSTEM LS 54,000.0000 54,000.00 0.900 48,600.00 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 4,800.0000 4,800.00 0.000 0.00 16 TEMPORARY RAILING (TYPE K) LF 21.0000 16,800.00 500.000 10,500.00 500.000 10,500.00 17 TEMPORARY CRASH CUSHION MODULE EA 95.0000 4,180.00 22.000 2,090.00 22.000 2,090.00 18 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.2500 7,350.00 0.000 0.00 STRIPE (HAZARDOUS WASTE) 19 REMOVE METAL BEAM GUARD RAILING LF 10.0000 2,500.00 260.000 2,600.00 260.000 2,600.00 20 REMOVE PAVEMENT MARKER EA 2.0000 124.00 0.000 0.00 21 REMOVE ASPHALT CONCRETE DIKE LF 1.5000 315.00 120.000 180.00 120.000 180.00 22 RELOCATE FENCE LF 40.0000 6,400.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S8414 TIME 10:27 AM ESTIMATE NO. 02 BID OPENING 10/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.0000 9,000.00 0.000 0.00 24 CLEARING AND GRUBBING LS 2,500.0000 2,500.00 0.500 1,250.00 0.750 1,875.00 25 ROADWAY EXCAVATION CY 70.0000 11,200.00 80.000 5,600.00 100.000 7,000.00 26 LEAD COMPLIANCE PLAN LS 4,200.0000 4,200.00 0.750 3,150.00 27 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 88.5000 10,266.00 116.000 10,266.00 116.000 10,266.00 F) 28 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 600.0000 10,200.00 17.000 10,200.00 17.000 10,200.00 F) 29 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 220.0000 9,240.00 42.000 9,240.00 42.000 9,240.00 F) 30 LEAN CONCRETE BACKFILL CY 300.0000 1,800.00 0.000 0.00 F) 31 FIBER ROLLS LF 2.2500 2,385.00 500.000 1,125.00 500.000 1,125.00 32 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.2500 2,800.00 1,795.000 448.75 1,795.000 448.75 33 ROLLED EROSION CONTROL PRODUCT SQFT 0.4000 4,480.00 1,715.000 686.00 1,715.000 686.00 (NETTING) 34 HOT MIX ASPHALT (TYPE A) TON 130.0000 40,300.00 148.530 19,308.90 148.530 19,308.90 35 DATA CORE LS 1,250.0000 1,250.00 0.000 0.00 36 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 15.5000 2,325.00 0.000 0.00 37 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 15.5000 1,472.50 0.000 0.00 38 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 15.5000 1,705.00 0.000 0.00 39 PLACE HOT MIX ASPHALT SQYD 75.0000 6,450.00 0.000 0.00 (MISCELLANEOUS AREA) 40 TACK COAT TON 1,600.0000 320.00 0.000 0.00 41 STEEL SOLDIER PILING (W14 X 132) LF 94.0000 48,880.00 520.000 48,880.00 520.000 48,880.00 42 24" DRILLED HOLE LF 73.0000 37,960.00 520.000 37,960.00 520.000 37,960.00 43 STRUCTURAL CONCRETE, BARRIER SLAB CY 540.0000 29,700.00 55.000 29,700.00 55.000 29,700.00 F) 44 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 7,000.00 2.000 2,000.00 7.000 7,000.00 F) 45 TIMBER LAGGING MFBM 3,100.0000 15,500.00 5.000 15,500.00 5.000 15,500.00 F) 46 CLEAN AND PAINT STEEL SOLDIER PILING LS 13,175.0000 13,175.00 0.900 11,857.50 0.900 11,857.50 47 24" PLASTIC PIPE LF 100.0000 21,000.00 202.000 20,200.00 48 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 34.0000 10,540.00 289.000 9,826.00 49 24" ALTERNATIVE FLARED END SECTION EA 150.0000 300.00 2.000 300.00 PROGRAM CAS145 PAGE 3 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S8414 TIME 10:27 AM ESTIMATE NO. 02 BID OPENING 10/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROCK SLOPE PROTECTION CY 200.0000 1,400.00 7.000 1,400.00 (BACKING NO. 2, METHOD B) 51 ROCK SLOPE PROTECTION FABRIC SQYD 12.0000 300.00 25.000 300.00 52 MISCELLANEOUS IRON AND STEEL LB 1.7500 1,673.00 239.000 418.25 956.000 1,673.00 F) 53 METAL BEAM GUARD RAILING (WOOD POST) LF 81.0000 6,966.00 0.000 0.00 54 TRANSITION RAILING (TYPE WB) EA 2,900.0000 5,800.00 0.000 0.00 55 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 2,200.00 0.000 0.00 56 CALIFORNIA ST-20S BRIDGE RAIL LF 352.0000 34,496.00 0.000 0.00 F) 57 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,400.00 0.000 0.00 58 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,400.00 0.000 0.00 59 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 620.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S8414 TIME 10:27 AM ESTIMATE NO. 02 BID OPENING 10/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 223,485.40 324,623.65 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 5,501.65 5,501.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 228,987.05 330,125.30 60 MOBILIZATION LS 16,700.0000 16,700.00 0.050 835.00 1.000 16,700.00 ORIGINAL CONTRACT AMOUNT 499,402.50 TOTAL WORK COMPLETED 229,822.05 346,825.30 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 229,822.05 346,825.30 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 02/07/11 60 03/22/11 03/22/11 08/17/11 89 6 0 48 67% 68% PROGRESS IS SATISFACTORY STREATER, HAL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/11