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 02/17/06 EST. NO.10 TIME 07:39 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 0017 154.51 E.W. @ F.A.(+) 111405 N 0250.0 0018 154.51 111505 N 0251.0 0019 154.51 111605 N 0252.0 0020 154.51 111705 N 0253.0 0021 154.51 111805 N 0254.0 0022 154.51 112105 N 0255.0 0023 309.02 112205 N 0256.0 0024 154.51 120605 N 0257.0 0025 154.51 112805 N 0258.0 0026 154.51 120705 N 0259.0 0027 154.51 120805 N 0260.0 0028 154.51 120905 N 0261.0 0029 77.26 121205 N 0262.0 0030 103.01 121305 N 0263.0 0031 103.01 121605 N 0266.0 0032 154.51 121405 N 0264.0 0033 154.51 121505 N 0265.0 0034 1,112.91 010906 N 0273.0 003 0003 282.57 E.W. @ F.A.(+) 122205 N 0281.0 0004 312.05 010606 N 0282.0 0005 78.77 122205 N 0283.0 005 0008 18,375.61 A.C. @ L.S.(+) 021606 N 100 0 007 0111 30,019.31 E.W. @ F.A.(+) 120805 N 0224.0 0131 889.58 010406 N 0271.0 0133 463.53 011606 N 0277.0 0134 1,236.06 011706 N 0278.0 008 0001 1,438.25 E.W. @ F.A.(+) 072005 N 0021.0 0002 1,220.31 090605 N 0062.0 0003 143.57 090705 N 0063.0 0004 175,000.00 E.W. @ L.S.(+) 021606 N 1 0 009 0017 6,624.52 E.W. @ F.A.(+) 070805 N 0175.2 012 0023 1,337.06 E.W. @ F.A.(+) 101205 N 0170.0 0024 334.27 101305 N 0171.0 0025 1,337.70 100505 N 0172.0 0026 334.42 102705 N 0173.0 0030 1,231.58 081605 N 0185.1 0035 1,663.85 082905 N 0190.2 0036 1,889.41 083005 N 0191.2 014 0008 178.17 E.W. @ F.A.(+) 110405 N 0199.0 0010 36.23 111405 N 0268.0 015 0001 2,076.29 E.W. @ F.A.(+) 121405 N 0247.0 0002 2,041.09 121505 N 0248.0 0003 877.25 121605 N 0249.0 0004 916.01 012306 N 0279.0 019 0001 181.18 E.W. @ F.A.(+) 122605 N 0274.0 0002 119.76 123105 N 0275.0 0003 1,057.49 010206 N 0276.0 0007 258.40 122905 N 0287.0 0008 258.75 010105 N 0288.0 0009 258.79 010306 N 0289.0 0010 51.51 011106 N 0292.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/17/06 EST. NO.10 TIME 07:39 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 --------------------------------------------------------------------------- 0011 138.22 011406 N 0293.0 0012 279.31 011806 N 0294.0 0013 189.75 120905 N 0295.0 256,844.46 TOTAL THIS ESTIMATE 596,663.73 TOTAL PREVIOUS ESTIMATE 853,508.19 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 02/17/06 EST. NO.10 TIME 07:39 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 02/17/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123C4 TIME 07:39 AM ESTIMATE NO. 10 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 02/20/06 R.E. NAME: DAVE PANG DATE OF THIS ESTIMATE 02/17/06 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 0.020 500.00 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 0.106 31,800.00 0.878 263,400.00 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 0.100 1,000.00 0.950 9,500.00 07 STABILIZED CONSTRUCTION ROADWAY M3 40.0000 94,000.00 667.000 26,680.00 875.000 35,000.00 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 4,023.000 4,023.00 18,681.000 18,681.00 (BONDED FIBER MATRIX) 10 TEMPORARY SILT FENCE M 12.0000 6,480.00 19.000 228.00 330.000 3,960.00 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 2.000 200.00 5.000 500.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 100.0000 400.00 4.000 400.00 15 TEMPORARY COVER M2 2.0000 15,320.00 168.000 336.00 7,596.000 15,192.00 16 TEMPORARY CHECK DAM M 50.0000 4,400.00 17.000 850.00 48.000 2,400.00 17 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 2,800.00 2.000 800.00 4.000 1,600.00 18 MOVE-IN/MOVE-OUT EA 400.0000 3,600.00 2.000 800.00 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 02/17/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123C4 TIME 07:39 AM ESTIMATE NO. 10 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 02/20/06 R.E. NAME: DAVE PANG DATE OF THIS ESTIMATE 02/17/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.000 12,000.00 114,090.000 684,540.00 28 ROADWAY EXCAVATION (SELECTED MATERIAL) M3 8.0000 240,000.00 5,000.000 40,000.00 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 55,000.00 810.000 810.00 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 69,120.00 328.000 7,872.00 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 10.000 1,500.00 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 19,940.000 119,640.00 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 1.800 1,620.00 S) 42 FIBER (EROSION CONTROL) KG 1.0000 4,543.00 784.000 784.00 S) 43 FIBER ROLLS M 12.0000 35,124.00 609.900 7,318.80 S) 44 COMPOST (EROSION CONTROL) M3 125.0000 3,500.00 6.600 825.00 S) 45 MYCORRHIZAL INNOCULUM KG 15.0000 7,005.00 118.100 1,771.50 S) 46 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 9,000.00 5.000 5,000.00 S) 47 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 48 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 2,054.00 165.500 331.00 S) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 4,800.00 3.710 4,452.00 F) PROGRAM CAS145 PAGE 3 DATE 02/17/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123C4 TIME 07:39 AM ESTIMATE NO. 10 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 02/20/06 R.E. NAME: DAVE PANG DATE OF THIS ESTIMATE 02/17/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,298.000 112,132.00 3,298.000 112,132.00 F) (TEXTURED SHOTCRETE) 51 BAR REINFORCING STEEL KG 3.0000 224,400.00 73,300.000 219,900.00 SF) 52 SHOTCRETE M3 450.0000 756,000.00 640.000 288,000.00 1,489.000 670,050.00 F) 53 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 25,500.00 8.920 2,676.00 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 119,250.00 241.400 18,105.00 1,472.700 110,452.50 PIPE UNDERDRAIN 56 200 MM NON PERFORATED PLASTIC PIPE M 75.0000 18,000.00 58.900 4,417.50 204.100 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 1.000 200.00 62 ROCK SLOPE PROTECTION M3 150.0000 6,675.00 40.400 6,060.00 (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 680.00 114.800 574.00 66 MINOR CONCRETE (MISCELLANEOUS M3 1,300.0000 910.00 0.000 0.00 F) CONSTRUCTION) 67 MISCELLANEOUS IRON AND STEEL KG 1.0000 992.00 304.000 304.00 304.000 304.00 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 02/17/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123C4 TIME 07:39 AM ESTIMATE NO. 10 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 02/20/06 R.E. NAME: DAVE PANG DATE OF THIS ESTIMATE 02/17/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 555,233.50 5,729,660.35 ADJUSTMENT OF COMPENSATION 18,375.61 26,708.94 EXTRA WORK 238,468.85 826,799.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 812,077.96 6,583,168.54 71 MOBILIZATION LS 620,000.0000 620,000.00 1.000 620,000.00 ORIGINAL CONTRACT AMOUNT 6,673,076.00 TOTAL WORK COMPLETED 812,077.96 7,203,168.54 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 812,077.96 7,203,168.54 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 06/01/06 162 44 6 0 90% 87% PROGRESS IS SATISFACTORY DAVE PANG RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 02/17/06