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 03/21/06 EST. NO.11 TIME 10:29 AM R.E. NAME: DAVE PANG 04-1123C4 --------------------------------------------------------------------------- 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 0036 103.00 E.W. @ F.A.(+) 122305 N 0302.0 0037 118.97 020806 N 0303.0 007 0092 2,160.91 E.W. @ F.A.(+) 111005 N 0204.0 0094 1,650.07 111105 N 0206.0 0095 5,334.30 111405 N 0207.0 0096 3,298.09 111405 N 0208.0 0102 6,177.69 111705 N 0215.0 0106 3,731.79 112105 N 0219.0 0114 142.00 120805 N 0229.0 008 0005 15,275.15 E.W. @ L.S.(+) 032006 N 100 0 015 0005 1,979.44 E.W. @ F.A.(+) 121205 N 0280.0 0006 1,971.79 012006 N 0315.0 016 0001 19,437.00 E.W. @ U.P (+) 021606 N 1 0 018 0006 114.31 E.W. @ F.A.(+) 121405 N 0300.0 019 0016 77.25 E.W. @ F.A.(+) 020806 N 0298.0 0019 51.51 011106 N 0308.0 0024 50.01 020106 N 0313.0 0026 628.46 022706 N 0344.0 0027 754.82 022806 N 0345.0 0028 290.22 030306 N 0346.0 020 0001 336.05 E.W. @ F.A.(+) 122105 N 0306.0 63,682.83 TOTAL THIS ESTIMATE 853,508.19 TOTAL PREVIOUS ESTIMATE 917,191.02 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 03/21/06 EST. NO.11 TIME 10:29 AM R.E. NAME: DAVE PANG 04-1123C4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123C4 TIME 10:29 AM ESTIMATE NO. 11 BID OPENING 01/11/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/06 R.E. NAME: DAVE PANG DATE OF THIS ESTIMATE 03/21/06 LOCATION RERUN PROGRESS ESTIMATE 04-SM-1-38.0/38.6 ----------------------- GORDON N BALL INC IN SAN MATEO COUNTY NEAR PACIFICA 333 CAMILLE AVENUE FROM 4.7 KM TO 3.7 KM SOUTH OF ALAMO CA 94507 LINDA MAR BOULEVARD FED. AID NO. ACST-1187(8)E ,P-1187(8)E RETAINING WALL AND EMBANKMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 BIOLOGICAL MONITORING LS 25,000.0000 25,000.00 0.970 24,250.00 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.200 1,000.00 03 TIME-RELATED OVERHEAD LS 300,000.0000 300,000.00 0.056 16,800.00 0.934 280,200.00 04 TEMPORARY FENCE (TYPE ESA) M 8.0000 14,768.00 1,192.000 9,536.00 05 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.950 9,500.00 07 STABILIZED CONSTRUCTION ROADWAY M3 40.0000 94,000.00 138.000 5,520.00 1,013.000 40,520.00 08 CONSTRUCTION SITE DEWATERING AND NON LS 5,000.0000 5,000.00 1.000 5,000.00 STORM WATER DISCHARGE CONTROL 09 TEMPORARY HYDRAULIC MULCH M2 1.0000 28,000.00 4,645.000 4,645.00 23,326.000 23,326.00 (BONDED FIBER MATRIX) 10 TEMPORARY SILT FENCE M 12.0000 6,480.00 31.000 372.00 361.000 4,332.00 11 PERIMETER BARRIER (TYPE WM 1.8) M 80.0000 27,280.00 1,590.100 127,208.00 12 PERIMETER BARRIER (TYPE FROG) M 80.0000 38,880.00 1,015.900 81,272.00 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 100.0000 900.00 1.000 100.00 6.000 600.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 100.0000 400.00 4.000 400.00 15 TEMPORARY COVER M2 2.0000 15,320.00 528.000 1,056.00 8,124.000 16,248.00 16 TEMPORARY CHECK DAM M 50.0000 4,400.00 48.000 2,400.00 17 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 2,800.00 4.000 1,600.00 18 MOVE-IN/MOVE-OUT EA 400.0000 3,600.00 5.000 2,000.00 (TEMPORARY EROSION CONTROL) 19 CONSTRUCTION AREA SIGNS LS 1,000.0000 1,000.00 0.700 700.00 S) 20 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.700 105,000.00 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 560.00 0.000 0.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 20,000.00 1.500 15,000.00 S) PROGRAM CAS145 PAGE 2 DATE 03/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123C4 TIME 10:29 AM ESTIMATE NO. 11 BID OPENING 01/11/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/06 R.E. NAME: DAVE PANG DATE OF THIS ESTIMATE 03/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 70.0000 25,900.00 298.700 20,909.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 200.0000 4,400.00 11.000 2,200.00 S) 25 TEMPORARY TRAFFIC SCREEN M 25.0000 3,500.00 140.000 3,500.00 26 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000.00 27 ROADWAY EXCAVATION M3 6.0000 643,680.00 114,090.000 684,540.00 28 ROADWAY EXCAVATION (SELECTED MATERIAL) M3 8.0000 240,000.00 30,000.000 240,000.00 29 ROCK FALL PROTECTION LS 50,000.0000 50,000.00 0.700 35,000.00 30 ROADWAY EXCAVATION (LOCAL BORROW) M3 1.0000 55,000.00 16,810.000 16,810.00 31 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.700 1,400.00 32 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 9,300.00 620.000 9,300.00 F) 33 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 24.0000 69,120.00 2,880.000 69,120.00 F) 34 STRUCTURE BACKFILL (RETAINING WALL) M3 45.0000 29,925.00 665.000 29,925.00 F) 35 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 150.0000 9,000.00 55.000 8,250.00 F) 36 DITCH EXCAVATION M3 25.0000 2,750.00 0.000 0.00 37 SOIL NAIL ASSEMBLY M 118.0000 2,225,480.00 18,917.100 2,232,217.80 S) 38 ROADSIDE CLEARING LS 25,000.0000 25,000.00 1.000 25,000.00 S) 39 EROSION CONTROL (NETTING) M2 6.0000 44,580.00 316.000 1,896.00 20,256.000 121,536.00 S) 40 EROSION CONTROL (TYPE B) M2 18.0000 91,980.00 3,197.000 57,546.00 S) 41 STRAW (EROSION CONTROL) TONN 900.0000 21,600.00 1.500 1,350.00 3.300 2,970.00 S) 42 FIBER (EROSION CONTROL) KG 1.0000 4,543.00 272.000 272.00 1,056.000 1,056.00 S) 43 FIBER ROLLS M 12.0000 35,124.00 674.000 8,088.00 1,283.900 15,406.80 S) 44 COMPOST (EROSION CONTROL) M3 125.0000 3,500.00 1.700 212.50 8.300 1,037.50 S) 45 MYCORRHIZAL INNOCULUM KG 15.0000 7,005.00 36.300 544.50 154.400 2,316.00 S) 46 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 9,000.00 1.000 1,000.00 6.000 6,000.00 S) 47 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 48 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 2,054.00 46.000 92.00 211.500 423.00 S) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 4,800.00 0.820 984.00 4.530 5,436.00 F) PROGRAM CAS145 PAGE 3 DATE 03/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123C4 TIME 10:29 AM ESTIMATE NO. 11 BID OPENING 01/11/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/06 R.E. NAME: DAVE PANG DATE OF THIS ESTIMATE 03/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ARCHITECTURAL SURFACE M2 34.0000 176,460.00 1,413.500 48,059.00 4,711.500 160,191.00 F) (TEXTURED SHOTCRETE) 51 BAR REINFORCING STEEL KG 3.0000 224,400.00 207.000 621.00 73,507.000 220,521.00 SF) 52 SHOTCRETE M3 450.0000 756,000.00 167.500 75,375.00 1,656.500 745,425.00 F) 53 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 25,500.00 85.920 25,776.00 54 600 MM ALTERNATIVE PIPE CULVERT M 500.0000 20,000.00 37.700 18,850.00 55 200 MM PERFORATED PLASTIC M 75.0000 119,250.00 1,472.700 110,452.50 PIPE UNDERDRAIN 56 200 MM NON PERFORATED PLASTIC PIPE M 75.0000 18,000.00 204.100 15,307.50 UNDERDRAIN 57 FURNISH AND INSTALL DRAIN PIPE M 35.0000 15,470.00 446.150 15,615.25 (HORIZONTAL DRAIN) 58 DRILL HOLE (HORIZONTAL DRAIN) M 200.0000 80,000.00 400.000 80,000.00 59 900 MM BITUMINOUS COATED CORRUGATED M 1,300.0000 5,980.00 4.600 5,980.00 STEEL PIPE INLET (2.77 MM THICK) 60 450 MM ALTERNATIVE FLARED END SECTION EA 200.0000 400.00 2.000 400.00 61 600 MM ALTERNATIVE FLARED END SECTION EA 200.0000 200.00 1.000 200.00 62 ROCK SLOPE PROTECTION M3 150.0000 6,675.00 2.400 360.00 42.800 6,420.00 (FACING, METHOD B) 63 GABION M3 450.0000 67,500.00 150.000 67,500.00 64 MINOR CONCRETE (DITCH LINING) M3 650.0000 13,780.00 0.000 0.00 F) 65 ROCK SLOPE PROTECTION FABRIC M2 5.0000 680.00 16.200 81.00 131.000 655.00 66 MINOR CONCRETE (MISCELLANEOUS M3 1,300.0000 910.00 0.000 0.00 F) CONSTRUCTION) 67 MISCELLANEOUS IRON AND STEEL KG 1.0000 992.00 108.000 108.00 412.000 412.00 F) 68 SURVEY MONUMENT (TYPE A) EA 400.0000 3,600.00 0.000 0.00 69 CONCRETE BARRIER (TYPE 60D) M 360.0000 9,000.00 0.000 0.00 F) 70 CONCRETE BARRIER M 185.0000 53,650.00 145.300 26,880.50 145.300 26,880.50 F) (TYPE 60D MODIFIED) PROGRAM CAS145 PAGE 4 DATE 03/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123C4 TIME 10:29 AM ESTIMATE NO. 11 BID OPENING 01/11/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/06 R.E. NAME: DAVE PANG DATE OF THIS ESTIMATE 03/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 194,416.50 5,924,076.85 ADJUSTMENT OF COMPENSATION 0.00 26,708.94 EXTRA WORK 63,682.83 890,482.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 258,099.33 6,841,267.87 71 MOBILIZATION LS 620,000.0000 620,000.00 1.000 620,000.00 ORIGINAL CONTRACT AMOUNT 6,673,076.00 TOTAL WORK COMPLETED 258,099.33 7,461,267.87 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 258,099.33 7,461,267.87 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 04/13/05 180 04/28/05 04/28/05 06/01/06 163 57 6 0 93% 88% PROGRESS IS SATISFACTORY DAVE PANG RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 03/21/06