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 09/23/09 EST. NO.08 TIME 12:04 PM R.E. NAME: RON SANGALANG 04-444214 --------------------------------------------------------------------------- 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 0022-1 -544.16 E.W. @ F.A.(+) 061709 N 0068.0 DAO CORRECTING ENTRY 0022-2 499.84 061709 N 0068.0 DAO CORRECTING ENTRY 0024-1 -836.55 070209 N 0072.1 DAO CORRECTING ENTRY 008 0008 1,455.94 E.W. @ F.A.(+) 052109 N 37.C 0 009 0002 727.11 E.W. @ F.A.(+) 050109 N 0028.0 011 0004-1 -2,336.24 E.W. @ F.A.(+) 062309 N 0087.0 DAO CORRECTING ENTRY 0004-2 2,167.47 062309 N 0087.0 DAO CORRECTING ENTRY 013 0004-1 -4,162.10 E.W. @ F.A.(+) 070309 N 0110.0 DAO CORRECTING ENTRY 014 0003-1 -1,925.27 E.W. @ F.A.(+) 061009 N 0051.0 DAO CORRECTING ENTRY 0003-2 1,696.51 061009 N 0051.0 DAO CORRECTING ENTRY 0005-1 -2,534.95 061209 N 0059.0 DAO CORRECTING ENTRY 0007-1 -8,649.51 061609 N 0065.0 DAO CORRECTING ENTRY 0007-2 6,933.52 061609 N 0065.0 DAO CORRECTING ENTRY 0008-1 -1,583.31 061609 N 0071.0 DAO CORRECTING ENTRY 0008-2 1,583.31 061609 N 0071.0 DAO CORRECTING ENTRY 0010-1 -2,329.20 061709 N 0074.0 DAO CORRECTING ENTRY 0010-2 1,542.97 061709 N 0074.0 DAO CORRECTING ENTRY 0012-1 -902.03 061809 N 0079.0 DAO CORRECTING ENTRY 0012-2 197.99 061809 N 0079.0 DAO CORRECTING ENTRY 0020-1 -9,294.11 060909 N 0050.0 DAO CORRECTING ENTRY 0020-2 8,143.39 060909 N 0050.0 DAO CORRECTING ENTRY 0020-3 -8,143.39 060909 N 0050.0 DAO CORRECTING ENTRY 0020-4 8,143.39 060909 N 0050.0 DAO CORRECTING ENTRY 0021-1 -5,040.99 061009 N 0052.0 DAO CORRECTING ENTRY 0021-2 2,413.21 061009 N 0052.0 DAO CORRECTING ENTRY 0021-3 -2,413.21 061009 N 0052.0 DAO CORRECTING ENTRY 0021-4 2,092.67 061009 N 0052.0 DAO CORRECTING ENTRY 0023-1 -9,528.10 061209 N 0058.0 DAO CORRECTING ENTRY 0023-2 7,074.63 061209 N 0058.0 DAO CORRECTING ENTRY 0025-1 -5,732.30 062309 N 0089.0 DAO CORRECTING ENTRY 0025-2 3,818.90 062309 N 0089.0 DAO CORRECTING ENTRY 0037 1,913.40 062309 N 89.1 0 0038 4,902.78 051309 N 0033.0 -10,648.39 TOTAL THIS ESTIMATE 305,449.34 TOTAL PREVIOUS ESTIMATE 294,800.95 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 09/23/09 EST. NO.08 TIME 12:04 PM R.E. NAME: RON SANGALANG 04-444214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 12:04 PM ESTIMATE NO. 08 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 09/23/09 LOCATION PROGRESS ESTIMATE 04-NAP-121-0.3/2.1 ----------------- NORTH BAY CONSTRUCTION, INC IN NAPA COUNTY ON ROUTE 121 FROM 431 PAYRAN STREET .5 KM NORTH OF SONOMA COUNTY LINE PETALUMA, CA 94955 TO 0.2 KM EAST OF DUHIG ROAD FED. AID NO. ACHS-P121(22)E ,STP-P121(22)E REALIGN CURVES AND WIDEN SHOULDER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,500.0000 4,500.00 0.400 1,800.00 02 TIME-RELATED OVERHEAD LS 218,000.0000 218,000.00 0.200 43,600.00 03 TEMPORARY FENCE M 46.0000 3,956.00 0.000 0.00 04 TEMPORARY FENCE (TYPE ESA) M 16.0000 17,120.00 914.400 14,630.40 05 CONSTRUCTION SITE MANAGEMENT LS 2,000.0000 2,000.00 0.300 600.00 06 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000.00 S) PREVENTION PLAN 07 TEMPORARY SILT FENCE M 10.0000 45,100.00 150.000 1,500.00 08 TEMPORARY GRAVEL BAG BERM M 30.0000 19,200.00 0.000 0.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 2,100.0000 16,800.00 2.000 4,200.00 10 TEMPORARY COVER M2 3.1500 10,269.00 238.000 749.70 11 TEMPORARY CHECK DAM M 10.5000 1,050.00 0.000 0.00 12 MOVE-IN/MOVE-OUT EA 750.0000 4,500.00 0.000 0.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 475.0000 6,175.00 0.000 0.00 14 TEMPORARY HYDRAULIC MULCH M2 0.7900 19,592.00 0.000 0.00 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 35,000.0000 35,000.00 0.400 14,000.00 16 TEMPORARY CONCRETE WASHOUT BIN EA 575.0000 4,025.00 1.000 575.00 2.000 1,150.00 17 TEMPORARY CREEK DIVERSION SYSTEM EA 40,000.0000 40,000.00 0.950 38,000.00 (LOCATION 1) 18 TEMPORARY CREEK DIVERSION SYSTEM EA 25,000.0000 25,000.00 0.200 5,000.00 0.950 23,750.00 (LOCATION 2) 19 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.500 2,500.00 S) 20 TRAFFIC CONTROL SYSTEM LS 215,000.0000 215,000.00 0.400 86,000.00 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 12,000.00 8,290.000 8,290.00 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 6,750.00 30.000 1,350.00 S) PROGRAM CAS145 PAGE 2 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 12:04 PM ESTIMATE NO. 08 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 5.0000 5,000.00 434.000 2,170.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 28,500.0000 28,500.00 0.400 11,400.00 S) 25 TEMPORARY RAILING (TYPE K) M 30.0000 153,000.00 1,963.120 58,893.60 S) 26 TEMPORARY CRASH CUSHION MODULE EA 175.0000 73,500.00 0.000 0.00 S) 27 TEMPORARY TRAFFIC SCREEN M 9.5000 47,500.00 0.000 0.00 S) 28 ABANDON CULVERT M 76.0000 5,776.00 27.000 2,052.00 29 REMOVE METAL BEAM GUARD RAILING M 25.0000 11,250.00 55.000 1,375.00 S) 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.5000 17,000.00 5,991.460 14,978.65 S) STRIPE 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 12,800.00 2,162.000 4,324.00 S) 32 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 320.00 0.000 0.00 S) 33 REMOVE PAVEMENT MARKER EA 1.0000 1,900.00 411.000 411.00 S) 34 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,200.00 6.000 600.00 35 REMOVE ASPHALT CONCRETE DIKE M 20.0000 3,200.00 50.000 1,000.00 36 REMOVE CULVERT M 30.0000 14,100.00 197.200 5,916.00 37 REMOVE CORRUGATED STEEL PIPE M 65.0000 520.00 0.000 0.00 38 REMOVE INLET EA 500.0000 1,000.00 0.000 0.00 39 REMOVE HEADWALL EA 500.0000 6,000.00 9.000 4,500.00 40 REMOVE ROCK SLOPE PROTECTION M3 77.0000 924.00 1.500 115.50 41 REMOVE DOWNDRAIN EA 325.0000 325.00 1.000 325.00 1.000 325.00 42 REMOVE BASE AND SURFACING M3 23.0000 58,190.00 0.000 0.00 43 SALVAGE CONCRETE BARRIER (TYPE K) M 36.0000 2,160.00 0.000 0.00 44 ADJUST INLET EA 2,500.0000 2,500.00 0.000 0.00 45 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.2500 24,125.00 0.000 0.00 S) (30 MM MAXIMUM) 46 REMOVE CONCRETE M3 80.0000 1,440.00 18.000 1,440.00 47 REMOVE CONCRETE (MISCELLANEOUS) M3 175.0000 12,775.00 24.500 4,287.50 24.500 4,287.50 48 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.500 12,500.00 49 REMOVE TREE EA 450.0000 31,500.00 70.000 31,500.00 S) PROGRAM CAS145 PAGE 3 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 12:04 PM ESTIMATE NO. 08 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 1.000 9,000.00 51 ROADWAY EXCAVATION M3 15.0000 562,500.00 31,150.000 467,250.00 52 LEAD COMPLIANCE PLAN LS 5,500.0000 5,500.00 0.950 5,225.00 S) 53 SAND BACKFILL M3 150.0000 9,300.00 62.000 9,300.00 54 CONCRETE BACKFILL M3 160.0000 4,160.00 8.700 1,392.00 25.770 4,123.20 55 DITCH EXCAVATION M3 5.0000 6,700.00 48.000 240.00 56 IMPORTED MATERIAL (SHOULDER BACKING) TONN 100.0000 4,000.00 0.000 0.00 57 EMBANKMENT CONFINEMENT SYSTEM M3 85.0000 130,900.00 0.000 0.00 58 EROSION CONTROL (TYPE D) HA 11,850.0000 59,250.00 0.000 0.00 S) 59 BIOFILTRATION SWALE M2 3.6000 2,952.00 0.000 0.00 S) 60 EROSION CONTROL (NETTING) M2 5.5000 3,410.00 0.000 0.00 61 FIBER ROLLS M 10.0000 92,600.00 1,303.020 13,030.20 62 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 0.000 0.00 S) 63 CLASS 3 AGGREGATE BASE M3 50.0000 466,000.00 4,593.080 229,654.00 64 REPLACE ASPHALT CONCRETE SURFACING M3 430.0000 25,800.00 0.000 0.00 65 HOT MIX ASPHALT TONN 105.0000 1,459,500.00 3,826.640 401,797.20 66 HOT MIX ASPHALT (LEVELING) TONN 106.0000 381,600.00 0.000 0.00 67 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 5.2000 3,536.00 0.000 0.00 68 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 5.2000 442.00 0.000 0.00 69 ASPHALTIC EMULSION (PAINT BINDER) TONN 675.0000 18,225.00 1.000 675.00 70 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,290.0000 448,920.00 81.000 104,490.00 81.000 104,490.00 F) 71 MINOR CONCRETE (MINOR STRUCTURE) M3 1,310.0000 83,840.00 0.340 445.40 12.550 16,440.50 F) 72 BAR REINFORCING STEEL KG 1.7500 68,334.00 14,810.000 25,917.50 15,184.000 26,572.00 SF) 73 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 600.00 0.000 0.00 S) (1.6 MM-UNFRAMED) 74 FURNISH SINGLE SHEET ALUMINUM SIGN M2 300.0000 600.00 0.000 0.00 S) (1.6 MM-FRAMED) 75 ROADSIDE SIGN - ONE POST EA 275.0000 1,650.00 0.000 0.00 S) 76 ROADSIDE SIGN - TWO POST EA 575.0000 575.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 12:04 PM ESTIMATE NO. 08 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 450 MM ALTERNATIVE PIPE CULVERT M 190.0000 112,100.00 59.000 11,210.00 78 600 MM ALTERNATIVE PIPE CULVERT M 300.0000 72,000.00 122.880 36,864.00 79 750 MM ALTERNATIVE PIPE CULVERT M 625.0000 11,250.00 1.800 1,125.00 80 450 MM PLASTIC PIPE M 130.0000 13,000.00 10.000 1,300.00 81 900 MM CORRUGATED STEEL PIPE M 450.0000 4,050.00 0.900 405.00 (2.77 MM THICK) 82 700 MM X 500 MM CORRUGATED STEEL PIPE M 285.0000 25,650.00 102.390 29,181.15 ARCH (2.77 MM THICK) 83 150 MM PERFORATED PLASTIC PIPE M 58.0000 39,440.00 200.000 11,600.00 UNDERDRAIN 84 150 MM PLASTIC PIPE M 82.0000 3,034.00 25.000 2,050.00 85 FILTER FABRIC M2 1.8500 8,510.00 1,900.000 3,515.00 86 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 72.0000 122,400.00 560.000 40,320.00 87 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 190.0000 1,140.00 0.000 0.00 88 300 MM ANCHOR ASSEMBLY EA 380.0000 760.00 0.000 0.00 89 DRAINAGE INLET MARKER EA 95.0000 1,805.00 0.000 0.00 90 900 MM CORRUGATED STEEL PIPE INLET EA 2,125.0000 4,250.00 0.000 0.00 (2.77 MM THICK) 91 450 MM ALTERNATIVE FLARED END SECTION EA 370.0000 1,110.00 0.000 0.00 92 600 MM ALTERNATIVE FLARED END SECTION EA 380.0000 3,420.00 1.000 380.00 6.000 2,280.00 93 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 165.0000 6,600.00 0.000 0.00 94 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 145.0000 29,000.00 0.000 0.00 95 CONCRETE (CHANNEL LINING) M3 386.0000 10,036.00 0.000 0.00 96 CONCRETED-ROCK SLOPE PROTECTION M3 400.0000 8,400.00 0.000 0.00 (COBBLE, METHOD B) 97 ROCK SLOPE PROTECTION FABRIC M2 3.0000 630.00 0.000 0.00 98 MISCELLANEOUS IRON AND STEEL KG 5.0000 13,500.00 530.000 2,650.00 530.000 2,650.00 S) 99 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 73,800.00 0.000 0.00 S) 00 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 11,700.00 0.000 0.00 S) 01 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 0.000 0.00 S) 02 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 26,000.00 0.000 0.00 S) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 13,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 12:04 PM ESTIMATE NO. 08 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.5000 2,100.00 0.000 0.00 S) 05 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 400.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 06 PAINT PAVEMENT MARKING (2-COAT) M2 35.0000 3,150.00 0.000 0.00 S) 07 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 5,950.00 0.000 0.00 S) 08 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.5000 350.00 0.000 0.00 S) TYPE G) 09 HIGHWAY LIGHTING LS 38,700.0000 38,700.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 12:04 PM ESTIMATE NO. 08 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/09 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 145,462.40 1,833,205.60 ADJUSTMENT OF COMPENSATION 0.00 38,541.93 EXTRA WORK -10,648.39 256,259.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 134,814.01 2,128,006.55 10 MOBILIZATION LS 325,350.0000 325,350.00 0.950 309,082.50 ORIGINAL CONTRACT AMOUNT 6,109,321.00 TOTAL WORK COMPLETED 134,814.01 2,437,089.05 MATERIALS ON HAND ON SITE 394,420.08 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 134,814.01 2,831,509.13 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 12/30/08 90 01/20/09 02/23/09 10/08/09 75 1 0 1 36% 26% PROGRESS IS SATISFACTORY SUSPENSION LIFTED JUNE 2 RON SANGALANG RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/09