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 02/21/08 EST. NO.01 TIME 08:00 AM R.E. NAME: FRED BOOSHEHRI 04-3S6304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 02/21/08 EST. NO.01 TIME 08:00 AM R.E. NAME: FRED BOOSHEHRI 04-3S6304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S6304 TIME 08:00 AM ESTIMATE NO. 01 BID OPENING 01/08/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: FRED BOOSHEHRI DATE OF THIS ESTIMATE 02/21/08 LOCATION PROGRESS ESTIMATE 04-SM-84-11.5/11.5 ----------------- GORDON N. BALL, INC IN SAN MATEO COUNTY NEAR LA HONDA 333 CAMILLE AVE. AT 1.3 KM SOUTH OF OLD LA HONDA ALAMO, CA 94507 ROAD FED. AID NO. ACST-43D0(4)E ,P-43D0(4)E CONSTRUCT TIEBACK RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 15.0000 3,450.00 168.000 2,520.00 168.000 2,520.00 02 CONSTRUCTION SITE MANAGEMENT LS 3,000.0000 3,000.00 0.100 300.00 0.100 300.00 03 PREPARE WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 S) PROGRAM 04 TEMPORARY SILT FENCE M 15.0000 2,700.00 182.000 2,730.00 182.000 2,730.00 05 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 500.00 0.000 0.00 06 TEMPORARY COVER M2 5.0000 5,000.00 100.000 500.00 100.000 500.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 400.00 0.000 0.00 08 STREET SWEEPING LS 2,000.0000 2,000.00 0.100 200.00 0.100 200.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 10 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.700 2,100.00 0.700 2,100.00 S) 11 TRAFFIC CONTROL SYSTEM LS 58,000.0000 58,000.00 0.100 5,800.00 0.100 5,800.00 S) 12 TEMPORARY TRAFFIC STRIPE (TAPE) M 10.0000 980.00 100.600 1,006.00 100.600 1,006.00 S) 13 TEMPORARY PAVEMENT MARKING (TAPE) M2 200.0000 440.00 2.200 440.00 2.200 440.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 600.00 23.000 575.00 23.000 575.00 S) 15 TEMPORARY SIGNAL SYSTEM LS 40,000.0000 40,000.00 0.500 20,000.00 0.500 20,000.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.100 1,000.00 0.100 1,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 90.0000 17,100.00 190.000 17,100.00 190.000 17,100.00 18 TEMPORARY CRASH CUSHION MODULE EA 175.0000 3,850.00 22.000 3,850.00 22.000 3,850.00 S) 19 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 10.0000 2,500.00 235.370 2,353.70 235.370 2,353.70 S) STRIPE 20 REMOVE PAVEMENT MARKER EA 5.0000 180.00 32.000 160.00 32.000 160.00 S) 21 REMOVE CULVERT M 100.0000 400.00 4.000 400.00 4.000 400.00 22 REMOVE INLET EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 PROGRAM CAS145 PAGE 2 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S6304 TIME 08:00 AM ESTIMATE NO. 01 BID OPENING 01/08/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: FRED BOOSHEHRI DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 9,400.00 0.000 0.00 S) 24 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.300 3,000.00 0.300 3,000.00 25 ROADWAY EXCAVATION M3 45.0000 29,700.00 260.000 11,700.00 260.000 11,700.00 26 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 S) 27 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 45.0000 12,600.00 0.000 0.00 F) 28 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 35.0000 1,435.00 0.000 0.00 F) 29 LEAN CONCRETE BACKFILL M3 200.0000 4,000.00 16.000 3,200.00 16.000 3,200.00 F) 30 EROSION CONTROL (TYPE D) M2 2.0000 3,100.00 0.000 0.00 S) 31 EROSION CONTROL (NETTING) M2 4.0000 6,200.00 0.000 0.00 S) 32 FIBER ROLLS M 15.0000 2,550.00 0.000 0.00 S) 33 REPLACE ASPHALT CONCRETE SURFACING M3 350.0000 4,200.00 0.000 0.00 34 ASPHALT CONCRETE (TYPE A) TONN 125.0000 58,750.00 0.000 0.00 35 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 25.0000 1,875.00 0.000 0.00 36 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 25.0000 950.00 0.000 0.00 37 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 25.0000 400.00 0.000 0.00 38 ASPHALTIC EMULSION (PAINT BINDER) TONN 2,200.0000 1,100.00 0.000 0.00 39 STEEL SOLDIER PILING (HP 360 X 108) M 170.0000 192,100.00 292.000 49,640.00 292.000 49,640.00 40 760 MM DRILLED HOLES M 225.0000 249,750.00 288.000 64,800.00 288.000 64,800.00 S) 41 TIEBACK ANCHOR EA 4,000.0000 104,000.00 0.000 0.00 S) 42 STRUCTURAL CONCRETE M3 2,000.0000 38,000.00 0.000 0.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 800.0000 88,000.00 0.000 0.00 F) 44 CLASS 3 CONCRETE (BACKFILL) M3 235.0000 108,100.00 138.000 32,430.00 138.000 32,430.00 45 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 10,800.00 0.000 0.00 F) 46 TIMBER LAGGING M3 1,500.0000 27,000.00 0.000 0.00 F) 47 450 MM ALTERNATIVE PIPE CULVERT M 600.0000 19,200.00 0.000 0.00 48 600 MM ALTERNATIVE PIPE CULVERT M 300.0000 1,800.00 0.000 0.00 49 300 MM CORRUGATED STEEL PIPE M 900.0000 450.00 0.000 0.00 (1.63 MM THICK) PROGRAM CAS145 PAGE 3 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S6304 TIME 08:00 AM ESTIMATE NO. 01 BID OPENING 01/08/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: FRED BOOSHEHRI DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 900 MM CORRUGATED STEEL PIPE INLET M 1,000.0000 1,200.00 0.000 0.00 (1.63 MM THICK) 51 ALTERNATIVE FLARED END SECTION EA 200.0000 400.00 0.000 0.00 52 ROCK SLOPE PROTECTION M3 300.0000 3,000.00 0.000 0.00 (BACKING NO. 2, METHOD B) 53 ROCK SLOPE PROTECTION FABRIC M2 5.0000 200.00 0.000 0.00 54 FRAME AND GRATE EA 300.0000 1,500.00 0.000 0.00 S) 55 CHAIN LINK RAILING (TYPE 7) M 165.0000 21,285.00 0.000 0.00 SF) 56 CONCRETE BARRIER (TYPE 27 MODIFIED) M 250.0000 32,250.00 0.000 0.00 F) 57 TRANSITION RAILING (TYPE WB) EA 4,000.0000 8,000.00 0.000 0.00 S) 58 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 S) 59 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 S) 60 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,080.00 0.000 0.00 S) 61 PAINT TRAFFIC STRIPE (2-COAT) M 2.0000 1,080.00 0.000 0.00 S) 62 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 760.00 0.000 0.00 S) 63 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 02/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3S6304 TIME 08:00 AM ESTIMATE NO. 01 BID OPENING 01/08/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: FRED BOOSHEHRI DATE OF THIS ESTIMATE 02/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 233,804.70 233,804.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 233,804.70 233,804.70 64 MOBILIZATION LS 130,000.0000 130,000.00 0.750 97,500.00 0.750 97,500.00 ORIGINAL CONTRACT AMOUNT 1,355,315.00 TOTAL WORK COMPLETED 331,304.70 331,304.70 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 331,304.70 331,304.70 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 01/28/08 130 01/21/08 00/00/00 08/31/08 10 11 0 0 24% 8% PROGRESS IS SATISFACTORY FRED BOOSHEHRI RESIDENT ENGINEER PROGRAM CAS145 DATE 02/21/08