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 09/30/10 EST. NO.21 TIME 10:19 AM 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 --------------------------------------------------------------------------- 016 0010 1,074.03 E.W. @ F.A.(+) 052609 N 29C010 0011 1,074.03 052709 N 30C010 0012 1,074.03 052809 N 31C010 3,222.09 TOTAL THIS ESTIMATE 1,321,429.21 TOTAL PREVIOUS ESTIMATE 1,324,651.30 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 09/30/10 EST. NO.21 TIME 10:19 AM R.E. NAME: RON SANGALANG 04-444214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION LABOR COMPLIANCE -1,000.00 13 RETURN DEDUCTION 1,000.00 16 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 10:19 AM ESTIMATE NO. 21 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 09/20/10 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 09/30/10 LOCATION SUPPLEMENTAL 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 0.750 3,375.00 02 TIME-RELATED OVERHEAD LS 218,000.0000 218,000.00 0.040 8,720.00 0.990 215,820.00 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 0.950 1,900.00 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 45,100.00 122.400 1,224.00 1,000.000 10,000.00 08 TEMPORARY GRAVEL BAG BERM M 30.0000 19,200.00 51.000 1,530.00 100.000 3,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 2,100.0000 16,800.00 1.000 2,100.00 4.000 8,400.00 10 TEMPORARY COVER M2 3.1500 10,269.00 8,000.000 25,200.00 11 TEMPORARY CHECK DAM M 10.5000 1,050.00 77.000 808.50 12 MOVE-IN/MOVE-OUT EA 750.0000 4,500.00 6.000 4,500.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 475.0000 6,175.00 3.000 1,425.00 14 TEMPORARY HYDRAULIC MULCH M2 0.7900 19,592.00 27,399.825 21,645.86 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 35,000.0000 35,000.00 0.789 27,615.00 16 TEMPORARY CONCRETE WASHOUT BIN EA 575.0000 4,025.00 1.000 575.00 6.000 3,450.00 17 TEMPORARY CREEK DIVERSION SYSTEM EA 40,000.0000 40,000.00 1.000 40,000.00 (LOCATION 1) 18 TEMPORARY CREEK DIVERSION SYSTEM EA 25,000.0000 25,000.00 1.000 25,000.00 (LOCATION 2) 19 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.700 3,500.00 S) 20 TRAFFIC CONTROL SYSTEM LS 215,000.0000 215,000.00 0.786 168,990.00 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 12,000.00 18,737.804 18,737.80 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 6,750.00 30.000 1,350.00 S) PROGRAM CAS145 PAGE 2 DATE 09/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 10:19 AM ESTIMATE NO. 21 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 09/20/10 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 09/30/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,778.000 8,890.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 28,500.0000 28,500.00 0.955 27,217.50 S) 25 TEMPORARY RAILING (TYPE K) M 30.0000 153,000.00 4,928.120 147,843.60 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 11,250.00 435.000 10,875.00 S) 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.5000 17,000.00 6,221.948 15,554.87 S) STRIPE 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 12,800.00 14,957.514 29,915.03 S) 32 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 320.00 7.800 156.00 S) 33 REMOVE PAVEMENT MARKER EA 1.0000 1,900.00 644.000 644.00 S) 34 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,200.00 9.000 900.00 35 REMOVE ASPHALT CONCRETE DIKE M 20.0000 3,200.00 100.000 2,000.00 36 REMOVE CULVERT M 30.0000 14,100.00 660.000 19,800.00 37 REMOVE CORRUGATED STEEL PIPE M 65.0000 520.00 6.000 390.00 38 REMOVE INLET EA 500.0000 1,000.00 4.000 2,000.00 39 REMOVE HEADWALL EA 500.0000 6,000.00 12.000 6,000.00 40 REMOVE ROCK SLOPE PROTECTION M3 77.0000 924.00 20.710 1,594.67 41 REMOVE DOWNDRAIN EA 325.0000 325.00 1.000 325.00 42 REMOVE BASE AND SURFACING M3 23.0000 58,190.00 2,530.000 58,190.00 43 SALVAGE CONCRETE BARRIER (TYPE K) M 36.0000 2,160.00 54.860 1,974.96 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 73.000 12,775.00 48 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 49 REMOVE TREE EA 450.0000 31,500.00 70.000 31,500.00 S) PROGRAM CAS145 PAGE 3 DATE 09/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 10:19 AM ESTIMATE NO. 21 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 09/20/10 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 09/30/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 45,500.000 682,500.00 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 4,160.00 109.400 17,504.00 135.170 21,627.20 55 DITCH EXCAVATION M3 5.0000 6,700.00 1,268.000 6,340.00 56 IMPORTED MATERIAL (SHOULDER BACKING) TONN 100.0000 4,000.00 0.000 0.00 57 EMBANKMENT CONFINEMENT SYSTEM M3 85.0000 130,900.00 138.000 11,730.00 58 EROSION CONTROL (TYPE D) HA 11,850.0000 59,250.00 2.440 28,914.00 S) 59 BIOFILTRATION SWALE M2 3.6000 2,952.00 0.000 0.00 S) 60 EROSION CONTROL (NETTING) M2 5.5000 3,410.00 276.000 1,518.00 426.000 2,343.00 61 FIBER ROLLS M 10.0000 92,600.00 7,530.000 75,300.00 62 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 1.000 750.00 2.000 1,500.00 S) 63 CLASS 3 AGGREGATE BASE M3 50.0000 466,000.00 8,932.850 446,642.50 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 3,282.100 344,620.50 12,575.600 1,320,438.00 66 HOT MIX ASPHALT (LEVELING) TONN 106.0000 381,600.00 600.000 63,600.00 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 2.000 1,350.00 70 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,290.0000 448,920.00 4.710 6,075.90 390.980 504,364.20 F) 71 MINOR CONCRETE (MINOR STRUCTURE) M3 1,310.0000 83,840.00 26.780 35,081.80 F) 72 BAR REINFORCING STEEL KG 1.7500 68,334.00 341.010 596.77 45,507.820 79,638.69 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 09/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 10:19 AM ESTIMATE NO. 21 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 09/20/10 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 09/30/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 112,100.00 358.500 68,115.00 78 600 MM ALTERNATIVE PIPE CULVERT M 300.0000 72,000.00 195.400 58,620.00 79 750 MM ALTERNATIVE PIPE CULVERT M 625.0000 11,250.00 18.000 11,250.00 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 9.000 4,050.00 (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 39,440.00 509.000 29,522.00 UNDERDRAIN 84 150 MM PLASTIC PIPE M 82.0000 3,034.00 37.000 3,034.00 85 FILTER FABRIC M2 1.8500 8,510.00 3,579.200 6,621.52 86 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 72.0000 122,400.00 1,354.000 97,488.00 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 2.000 740.00 92 600 MM ALTERNATIVE FLARED END SECTION EA 380.0000 3,420.00 2.000 760.00 9.000 3,420.00 93 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 165.0000 6,600.00 34.620 5,712.30 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 20.000 60.00 98 MISCELLANEOUS IRON AND STEEL KG 5.0000 13,500.00 118.000 590.00 1,006.000 5,030.00 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 09/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 10:19 AM ESTIMATE NO. 21 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 09/20/10 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 09/30/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 09/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 10:19 AM ESTIMATE NO. 21 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 09/20/10 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 09/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 387,239.17 4,638,423.55 ADJUSTMENT OF COMPENSATION 0.00 39,437.93 EXTRA WORK 3,222.09 1,285,213.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 390,461.26 5,963,074.85 10 MOBILIZATION LS 325,350.0000 325,350.00 1.000 325,350.00 ORIGINAL CONTRACT AMOUNT 6,109,321.00 TOTAL WORK COMPLETED 390,461.26 6,288,424.85 MATERIALS ON HAND ON SITE 33,822.24 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 390,461.26 6,322,247.09 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 09/27/10 159 160 0 1 81% 98% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE W H Y ... W H Y ... W H RON SANGALANG RESIDENT ENGINEER PROGRAM CAS145 DATE 09/30/10