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 10/20/05 EST. NO.06 TIME 10:01 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 0009 781.38 E.W. @ F.A.(+) 071805 N 0032.0 0010 670.25 071905 N 0033.0 0011 762.86 072005 N 0034.0 0012 762.86 072105 N 0035.0 0013 762.86 072205 N 0036.0 0014 744.34 072205 N 0037.0 004 0004 1,436.84 E.W. @ F.A.(+) 083105 N 0042.0 012 0008 2,892.43 E.W. @ F.A.(+) 080105 N 0044.0 0009 301.04 082205 N 0045.0 0010 1,100.00 082305 N 0046.0 0011 705.53 082305 N 0047.0 0012 250.87 083105 N 0048.0 0014 143.57 090805 N 0051.0 014 0001 360.19 E.W. @ F.A.(+) 090705 N 0064.0 0002 506.47 090805 N 0065.0 12,181.49 TOTAL THIS ESTIMATE 35,369.42 TOTAL PREVIOUS ESTIMATE 47,550.91 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 10/20/05 EST. NO.06 TIME 10:01 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 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123C4 TIME 10:01 AM ESTIMATE NO. 06 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 10/20/05 R.E. NAME: DAVE PANG DATE OF THIS ESTIMATE 10/20/05 LOCATION 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 0.100 2,500.00 0.900 22,500.00 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 0.110 33,000.00 0.660 198,000.00 04 TEMPORARY FENCE (TYPE ESA) M 8.0000 14,768.00 463.000 3,704.00 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 0.100 1,000.00 0.300 3,000.00 07 STABILIZED CONSTRUCTION ROADWAY M3 40.0000 94,000.00 0.000 0.00 08 CONSTRUCTION SITE DEWATERING AND NON LS 5,000.0000 5,000.00 0.250 1,250.00 STORM WATER DISCHARGE CONTROL 09 TEMPORARY HYDRAULIC MULCH M2 1.0000 28,000.00 0.000 0.00 (BONDED FIBER MATRIX) 10 TEMPORARY SILT FENCE M 12.0000 6,480.00 0.000 0.00 11 PERIMETER BARRIER (TYPE WM 1.8) M 80.0000 27,280.00 1,242.000 99,360.00 1,590.100 127,208.00 12 PERIMETER BARRIER (TYPE FROG) M 80.0000 38,880.00 485.000 38,800.00 1,015.900 81,272.00 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 100.0000 900.00 2.000 200.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 100.0000 400.00 2.000 200.00 15 TEMPORARY COVER M2 2.0000 15,320.00 0.000 0.00 16 TEMPORARY CHECK DAM M 50.0000 4,400.00 0.000 0.00 17 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 2,800.00 0.000 0.00 18 MOVE-IN/MOVE-OUT EA 400.0000 3,600.00 0.000 0.00 (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 0.100 15,000.00 0.600 90,000.00 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 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123C4 TIME 10:01 AM ESTIMATE NO. 06 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 10/20/05 R.E. NAME: DAVE PANG DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.950 76,000.00 27 ROADWAY EXCAVATION M3 6.0000 643,680.00 14,810.000 88,860.00 94,810.000 568,860.00 28 ROADWAY EXCAVATION (SELECTED MATERIAL) M3 8.0000 240,000.00 200.000 1,600.00 24,200.000 193,600.00 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 0.000 0.00 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 69,120.00 653.000 15,672.00 2,227.000 53,448.00 F) 34 STRUCTURE BACKFILL (RETAINING WALL) M3 45.0000 29,925.00 499.000 22,455.00 665.000 29,925.00 F) 35 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 150.0000 9,000.00 0.000 0.00 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 4,027.000 475,186.00 13,294.100 1,568,703.80 S) 38 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.950 23,750.00 S) 39 EROSION CONTROL (NETTING) M2 6.0000 44,580.00 2,178.300 13,069.80 2,178.300 13,069.80 S) 40 EROSION CONTROL (TYPE B) M2 18.0000 91,980.00 4,000.000 72,000.00 S) 41 STRAW (EROSION CONTROL) TONN 900.0000 21,600.00 0.000 0.00 S) 42 FIBER (EROSION CONTROL) KG 1.0000 4,543.00 0.000 0.00 S) 43 FIBER ROLLS M 12.0000 35,124.00 313.000 3,756.00 313.000 3,756.00 S) 44 COMPOST (EROSION CONTROL) M3 125.0000 3,500.00 0.000 0.00 S) 45 MYCORRHIZAL INNOCULUM KG 15.0000 7,005.00 0.000 0.00 S) 46 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 9,000.00 2.000 2,000.00 2.000 2,000.00 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 0.000 0.00 S) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 4,800.00 1.820 2,184.00 F) PROGRAM CAS145 PAGE 3 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123C4 TIME 10:01 AM ESTIMATE NO. 06 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 10/20/05 R.E. NAME: DAVE PANG DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) (TEXTURED SHOTCRETE) 51 BAR REINFORCING STEEL KG 3.0000 224,400.00 15,649.000 46,947.00 40,469.000 121,407.00 SF) 52 SHOTCRETE M3 450.0000 756,000.00 135.750 61,087.50 351.050 157,972.50 F) 53 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 25,500.00 2.000 600.00 77.000 23,100.00 54 600 MM ALTERNATIVE PIPE CULVERT M 500.0000 20,000.00 0.000 0.00 55 200 MM PERFORATED PLASTIC M 75.0000 119,250.00 129.600 9,720.00 1,095.800 82,185.00 PIPE UNDERDRAIN 56 200 MM NON PERFORATED PLASTIC PIPE M 75.0000 18,000.00 28.500 2,137.50 126.600 9,495.00 UNDERDRAIN 57 FURNISH AND INSTALL DRAIN PIPE M 35.0000 15,470.00 164.750 5,766.25 164.750 5,766.25 (HORIZONTAL DRAIN) 58 DRILL HOLE (HORIZONTAL DRAIN) M 200.0000 80,000.00 150.000 30,000.00 150.000 30,000.00 59 900 MM BITUMINOUS COATED CORRUGATED M 1,300.0000 5,980.00 0.000 0.00 STEEL PIPE INLET (2.77 MM THICK) 60 450 MM ALTERNATIVE FLARED END SECTION EA 200.0000 400.00 1.000 200.00 2.000 400.00 61 600 MM ALTERNATIVE FLARED END SECTION EA 200.0000 200.00 0.000 0.00 62 ROCK SLOPE PROTECTION M3 150.0000 6,675.00 10.100 1,515.00 22.300 3,345.00 (FACING, METHOD B) 63 GABION M3 450.0000 67,500.00 100.000 45,000.00 150.000 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 28.700 143.50 69.400 347.00 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 0.000 0.00 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 0.000 0.00 F) (TYPE 60D MODIFIED) PROGRAM CAS145 PAGE 4 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123C4 TIME 10:01 AM ESTIMATE NO. 06 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 10/20/05 R.E. NAME: DAVE PANG DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,019,079.55 3,732,489.35 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 12,181.49 47,550.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,031,261.04 3,780,040.26 71 MOBILIZATION LS 620,000.0000 620,000.00 0.050 31,000.00 1.000 620,000.00 ORIGINAL CONTRACT AMOUNT 6,673,076.00 TOTAL WORK COMPLETED 1,062,261.04 4,400,040.26 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,062,261.04 4,400,040.26 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 01/18/06 120 2 0 0 64% 67% PROGRESS IS SATISFACTORY DAVE PANG RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 10/20/05