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 08/23/10 EST. NO.13 TIME 12:48 PM R.E. NAME: PARDO, ROMMEL 04-171334 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0008 250.00 E.W. @ F.A.(+) 060210 N 0317.0 004 0008 163.22 E.W. @ F.A.(+) 041910 N 0316.0 008 0027 3,262.49 E.W. @ F.A.(+) 051110 N 0296.0 0029 2,244.49 052010 N 0304.0 0030 2,030.42 052110 N 0306.0 0031 5,599.08 060410 N 0329.0 0032 2,390.13 060710 N 0330.0 009 0037 291.23 E.W. @ F.A.(+) 032910 N 0243.0 0038 178.89 040210 N 0258.0 0039 749.42 040610 N 0259.0 0040 156.85 041410 N 0264.0 0041 210.28 042110 N 0267.0 0042 750.93 043010 N 0270.0 0043 243.92 052810 N 0309.0 0044 2,492.70 062810 N 0288.0 0045 163.55 060110 N 0321.0 013 0034 2,934.30 E.W. @ F.A.(+) 101609 N 0041.0 0035 2,915.35 101709 N 0053.0 0059 5,596.44 030910 N 0211.0 0068 332.29 052010 N 0302.0 0069 4,238.10 050510 N 0311.0 0071 2,619.23 050710 N 0313.0 014 0029 6,644.73 E.W. @ F.A.(+) 042310 N 0274.0 015 0018 1,711.03 E.W. @ F.A.(+) 060310 N 0328.0 021 0022 79.85 E.W. @ F.A.(+) 052410 N 0307.0 026 0011 6,647.91 E.W. @ F.A.(+) 041510 N 0227.0 0012 624.63 050510 N 0279.0 0013 547.50 050610 N 0280.0 0014 6,811.62 050410 N 0281.0 0016 2,762.27 040810 N 0214.1 0017 3,027.31 040910 N 0215.1 0019 6,014.90 041910 N 0217.1 0025 7,827.01 050310 N 0282.0 0026 6,723.00 050610 N 0283.0 0027 5,163.63 050710 N 0284.0 0028 8,356.18 050510 N 0287.0 0030 9,071.39 052410 N 0308.0 0031 2,011.18 060110 N 0318.0 0032 330.89 060110 N 0319.0 0033 658.55 060110 N 0320.0 0034 287.19 060210 N 0322.0 0035 209.22 060210 N 0326.0 0036 739.10 063010 N 0339.0 0037 2,070.35 063010 N 0341.0 027 0001 9,527.98 E.W. @ F.A.(+) 051910 N 0301.0 0003 17,493.71 052110 N 0305.0 145,154.44 TOTAL THIS ESTIMATE 721,393.39 TOTAL PREVIOUS ESTIMATE 866,547.83 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 08/23/10 EST. NO.13 TIME 12:48 PM R.E. NAME: PARDO, ROMMEL 04-171334 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RE-STAKE DS NO.5F -355.00 03 LATE CLOSURE PICK UP -10,800.00 12 SURVEY RE-STAKING -1,755.00 12 0.00 -12,910.00 TOTAL DEDUCTIONS 0.00 -12,910.00 PROGRAM CAS145 PAGE 1 DATE 08/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 12:48 PM ESTIMATE NO. 13 BID OPENING 06/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 08/23/10 LOCATION PROGRESS ESTIMATE 04-ALA-580-13.1/14.9 ----------------- RGW CONSTRUCTION, INC IN ALAMEDA CO IN LIVERMORE ON ROUTE 550 GREENVILLE ROAD 580 FROM EAST OF PORTOLA AVENUE LIVERMORE CA 94550-9235 OVERCROSSING TO 0.1 MI E. OF AIRWAY BLVD OVERCROSSING . FED. AID NO. HPLU-6204(78) ,L-6204(78) ,HP21-6204(79) CONSTRUCT NEW INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 48,105.0000 48,105.00 0.500 24,052.50 02 TIME-RELATED OVERHEAD LS 840,000.0000 840,000.00 0.024 20,160.00 0.445 373,800.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 9,600.00 484.630 14,538.90 04 TEMPORARY FENCE (TYPE ESA) M 9.0000 20,520.00 2,266.000 20,394.00 05 TEMPORARY WILDLIFE EXCLUSION FENCING M 5.0000 11,400.00 2,266.000 11,330.00 06 TEMPORARY CREEK DIVERSION SYSTEM LS 100,000.0000 100,000.00 0.700 70,000.00 07 HEALTH, SAFETY, AND WORK PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 08 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.050 2,000.00 0.650 26,000.00 09 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.020 40.00 0.800 1,600.00 PREVENTION PLAN 10 TEMPORARY CONCRETE WASHOUT BIN EA 1,850.0000 7,400.00 1.000 1,850.00 9.000 16,650.00 11 TEMPORARY SILT FENCE M 7.0000 25,690.00 2,908.000 20,356.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 2,750.0000 11,000.00 6.000 16,500.00 13 TEMPORARY COVER M2 3.0000 25,500.00 19,306.040 57,918.12 14 TEMPORARY CHECK DAM M 14.0000 9,940.00 495.440 6,936.16 15 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 16,500.00 44.000 6,600.00 16 TEMPORARY FLARED END SECTION PROTECTION EA 250.0000 8,750.00 0.000 0.00 17 STREET SWEEPING LS 65,000.0000 65,000.00 0.030 1,950.00 0.770 50,050.00 18 CONSTRUCTION AREA SIGNS LS 12,500.0000 12,500.00 0.150 1,875.00 0.700 8,750.00 19 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.050 10,000.00 0.580 116,000.00 20 TYPE III BARRICADE EA 75.0000 2,025.00 2.000 150.00 20.000 1,500.00 21 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 1,400.00 0.000 0.00 22 TEMPORARY OBJECT MARKER (TYPE P) EA 125.0000 2,375.00 11.000 1,375.00 18.000 2,250.00 PROGRAM CAS145 PAGE 2 DATE 08/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 12:48 PM ESTIMATE NO. 13 BID OPENING 06/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 08/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 17,300.00 9,260.114 9,260.11 24 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 5,500.00 62.000 1,550.00 62.000 1,550.00 25 TEMPORARY PAVEMENT MARKER EA 3.0000 3,540.00 378.000 1,134.00 26 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 48,000.00 5.000 40,000.00 9.000 72,000.00 27 TEMPORARY RAILING (TYPE K) M 25.0000 123,500.00 505.940 12,648.50 1,777.220 44,430.50 28 TEMPORARY CRASH CUSHION MODULE EA 190.0000 18,620.00 70.000 13,300.00 98.000 18,620.00 29 CAP SEWER MAINTENANCE HOLE EA 1,018.0000 7,126.00 7.000 7,126.00 30 ABANDON CULVERT M 25.0000 9,750.00 168.940 4,223.50 367.530 9,188.25 31 ABANDON 300 MM WATER LINE (CITY WATER) M 13.0000 2,730.00 204.000 2,652.00 204.000 2,652.00 32 ABANDON 300 MM WATER LINE M 14.0000 3,500.00 0.000 0.00 (RECYCLED WATER) 33 ABANDON 360 MM WATER LINE (CITY WATER) M 23.0000 2,185.00 96.310 2,215.13 34 ABANDON 600 MM WATER LINE M 40.0000 2,200.00 0.000 0.00 (RECYCLED WATER) 35 ABANDON SEWER M 23.0000 9,660.00 421.500 9,694.50 36 ABANDON VALVE (CITY WATER) EA 500.0000 2,000.00 1.000 500.00 1.000 500.00 37 ABANDON VALVE (RECYCLED WATER) EA 500.0000 6,000.00 0.000 0.00 38 OBLITERATE SURFACING M2 1.5000 9,750.00 0.000 0.00 39 REMOVE CHAIN LINK FENCE M 10.0000 37,100.00 2,459.790 24,597.90 40 REMOVE METAL BEAM GUARD RAILING M 25.0000 11,750.00 57.500 1,437.50 41 REMOVE FLARED END SECTION EA 64.0000 320.00 2.000 128.00 42 REMOVE ROCK SLOPE PROTECTION EA 400.0000 2,400.00 2.000 800.00 43 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 22,950.00 4,796.950 7,195.43 44 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 100.0000 900.00 11.610 1,161.00 45 REMOVE PAVEMENT MARKER EA 1.0000 1,120.00 3,238.000 3,238.00 46 REMOVE ROADSIDE SIGN (WOOD POST) EA 70.0000 1,960.00 6.000 420.00 47 REMOVE ROADSIDE SIGN (METAL POST) EA 70.0000 980.00 5.000 350.00 48 REMOVE ROADSIDE SIGN EA 50.0000 350.00 1.000 50.00 (STRAP AND SADDLE BRACKET METHOD) 49 REMOVE SIGN STRUCTURE EA 3,900.0000 15,600.00 1.000 3,900.00 PROGRAM CAS145 PAGE 3 DATE 08/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 12:48 PM ESTIMATE NO. 13 BID OPENING 06/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 08/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE ASPHALT CONCRETE DIKE M 10.0000 310.00 0.000 0.00 51 REMOVE CULVERT M 59.0000 3,776.00 12.190 719.21 60.990 3,598.41 52 REMOVE 300 MM WATER LINE (CITY WATER) M 29.0000 1,624.00 27.740 804.46 53 REMOVE VALVE (CITY WATER) EA 160.0000 160.00 1.000 160.00 54 REMOVE WATER METER (CITY WATER) EA 160.0000 160.00 1.000 160.00 1.000 160.00 55 REMOVE WATER METER (RECYCLED WATER) EA 80.0000 160.00 0.000 0.00 56 REMOVE FIRE HYDRANT (RECYCLED WATER) EA 1,000.0000 3,000.00 1.000 1,000.00 57 REMOVE VALVE (RECYCLED WATER) EA 160.0000 160.00 0.000 0.00 58 REMOVE RISER (RECYCLED WATER) EA 160.0000 160.00 0.000 0.00 59 REMOVE INLET EA 670.0000 4,020.00 5.000 3,350.00 6.000 4,020.00 60 REMOVE HEADWALL EA 1,800.0000 1,800.00 1.000 1,800.00 61 REMOVE MANHOLE EA 945.0000 3,780.00 3.000 2,835.00 62 REMOVE SEWER PIPE M 7.0000 280.00 39.400 275.80 63 REMOVE BASE AND SURFACING M3 5.0000 8,250.00 1,990.000 9,950.00 64 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 65 ADJUST WATER VALVE BOX FRAME AND COVER EA 600.0000 600.00 0.000 0.00 TO GRADE (CITY WATER) 66 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.6000 72,600.00 155.000 93.00 67 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 22.0000 3,740.00 192.000 4,224.00 68 REMOVE CONCRETE CURB M 18.0000 10,980.00 0.000 0.00 69 REMOVE CONCRETE (CURB AND GUTTER) M 17.0000 8,500.00 547.090 9,300.53 70 REMOVE CONCRETE BARRIER (TYPE K) M 14.0000 2,240.00 0.000 0.00 71 CAP INLET EA 1,070.0000 11,770.00 0.000 0.00 72 BRIDGE REMOVAL LS 118,000.0000 118,000.00 0.000 0.00 73 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 74 CLEARING AND GRUBBING LS 96,210.0000 96,210.00 0.950 91,399.50 75 ROADWAY EXCAVATION M3 4.0000 81,200.00 19.000 76.00 45,360.750 181,443.00 76 ROADWAY EXCAVATION (TYPE Y-2) M3 12.0000 41,400.00 1,263.000 15,156.00 1,263.000 15,156.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 4 DATE 08/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 12:48 PM ESTIMATE NO. 13 BID OPENING 06/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 08/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.500 750.00 78 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 79 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 121,800.00 1,744.770 104,686.20 F) 80 STRUCTURE EXCAVATION (TYPE A) M3 210.0000 341,250.00 1,625.000 341,250.00 F) 81 STRUCTURE EXCAVATION (RETAINING WALL) M3 11.5000 3,392.50 295.000 3,392.50 295.000 3,392.50 F) 82 STRUCTURE BACKFILL (BRIDGE) M3 130.0000 184,600.00 90.000 11,700.00 600.000 78,000.00 F) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 31,745.00 0.000 0.00 F) 84 SAND BACKFILL M3 92.0000 40,397.20 104.000 9,568.00 419.000 38,548.00 F) 85 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 86 DITCH EXCAVATION M3 12.5000 16,250.00 0.000 0.00 87 IMPORTED BORROW M3 8.2500 1,608,750.00 176,140.790 1,453,161.52 88 PRUNE EXISTING PLANTS LS 800.0000 800.00 0.000 0.00 89 EROSION CONTROL (TYPE D) M2 600.0000 1,620.00 0.000 0.00 90 EROSION CONTROL (NETTING) M2 2.3000 12,029.00 4,854.900 11,166.27 91 FIBER ROLLS M 6.5000 44,525.00 0.000 0.00 92 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 7,500.00 2.000 1,000.00 93 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 94 200 MM CORRUGATED HIGH DENSITY M 89.0000 16,910.00 82.290 7,323.81 153.000 13,617.00 POLYETHYLENE PIPE CONDUIT 95 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0.00 96 LIME TONN 115.0000 87,400.00 0.000 0.00 97 LIME STABILIZATION M2 3.7000 44,030.00 0.000 0.00 98 CLASS 4 AGGREGATE SUBBASE M3 15.5000 275,900.00 1,400.000 21,700.00 3,867.500 59,946.25 99 CLASS 3 AGGREGATE BASE M3 36.7500 496,125.00 2,493.000 91,617.75 2,493.000 91,617.75 00 ASPHALTIC EMULSION (CURING SEAL) TONN 1,000.0000 8,000.00 0.000 0.00 01 LEAN CONCRETE BASE M3 125.0000 280,000.00 0.000 0.00 02 HOT MIX ASPHALT TONN 59.0000 1,911,600.00 2,735.000 161,365.00 2,735.000 161,365.00 03 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 85.0000 530,400.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 12:48 PM ESTIMATE NO. 13 BID OPENING 06/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 08/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TONN 50.0000 320,500.00 0.000 0.00 05 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 100.0000 700.00 0.000 0.00 PAVEMENT INTERLAYER) 06 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.0000 12,320.00 0.000 0.00 07 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 720.00 0.000 0.00 08 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 5.0000 14,650.00 0.000 0.00 09 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.0000 480.00 0.000 0.00 10 PLACE HOT MIX ASPHALT M2 50.0000 600.00 0.000 0.00 (MISCELLANEOUS AREA) 11 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 112.0000 163,520.00 0.000 0.00 PILING 12 FURNISH PILING (CLASS 900) M 76.0000 208,164.00 2,739.000 208,164.00 (ALTERNATIVE 'X') 13 DRIVE PILE (CLASS 900) EA 1,000.0000 152,000.00 120.000 120,000.00 (ALTERNATIVE 'X') 14 FURNISH PILING (CLASS 900) M 130.0000 303,030.00 2,331.000 303,030.00 (ALTERNATIVE W) 15 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,100.0000 154,000.00 140.000 154,000.00 16 FURNISH PILING (CLASS 625) M 76.0000 88,084.00 1,159.000 88,084.00 (ALTERNATIVE 'X') 17 DRIVE PILE (CLASS 625) EA 1,000.0000 96,000.00 96.000 96,000.00 (ALTERNATIVE 'X') 18 PRESTRESSING CAST-IN-PLACE CONCRETE LS 524,600.0000 524,600.00 0.290 152,134.00 19 SEAL COURSE CONCRETE M3 180.0000 31,320.00 138.500 24,930.00 138.500 24,930.00 20 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 205.0000 161,130.00 708.090 145,158.45 F) 21 STRUCTURAL CONCRETE, BRIDGE M3 605.0000 4,072,255.00 390.000 235,950.00 2,170.000 1,312,850.00 F) 22 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 196,200.00 218.000 98,100.00 F) 23 STRUCTURAL CONCRETE, APPROACH SLAB M3 820.0000 52,480.00 0.000 0.00 F) (TYPE EQ) 24 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 69,600.00 0.000 0.00 F) (TYPE N) 25 MINOR CONCRETE (MINOR STRUCTURE) M3 500.0000 148,350.00 39.000 19,500.00 247.950 123,975.00 F) 26 FRACTURED FIN TEXTURE M2 72.0000 33,840.00 170.000 12,240.00 F) 27 DRILL AND BOND DOWEL M 53.0000 2,226.00 42.000 2,226.00 28 SOUND WALL (MASONRY BLOCK) M2 170.0000 273,700.00 0.000 0.00 F) 29 PTFE BEARING EA 7,600.0000 15,200.00 0.000 0.00 30 JOINT SEAL (MR 30 MM) M 125.0000 3,750.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 08/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 12:48 PM ESTIMATE NO. 13 BID OPENING 06/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 08/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 JOINT SEAL (MR 15 MM) M 125.0000 3,125.00 0.000 0.00 32 JOINT SEAL ASSEMBLY (MR 80 MM) M 595.0000 47,005.00 0.000 0.00 33 JOINT SEAL ASSEMBLY (MR 90 MM) M 700.0000 9,100.00 0.000 0.00 34 JOINT SEAL (MR 50 MM) M 300.0000 8,100.00 0.000 0.00 35 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 1,311,960.00 23,703.000 30,813.90 339,780.000 441,714.00 F) 36 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 48,321.00 5,990.000 17,970.00 F) 37 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 12.0000 66,000.00 0.000 0.00 F) WITH WALKWAY) 38 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 16,500.00 0.000 0.00 F) WITH WALKWAY) 39 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 440,990.00 0.000 0.00 F) 40 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 14,031.50 0.000 0.00 F) 41 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 107.0000 20,330.00 0.000 0.00 42 FURNISH SINGLE SHEET ALUMINUM SIGN M2 95.0000 760.00 0.000 0.00 (2.0 MM-UNFRAMED) (OVERHEAD) 43 FURNISH LAMINATED PANEL SIGN M2 190.0000 1,520.00 0.000 0.00 (63.5 MM-TYPE B) 44 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 5,600.00 0.000 0.00 (1.6 MM-UNFRAMED) 45 FURNISH SINGLE SHEET ALUMINUM SIGN M2 95.0000 3,230.00 0.000 0.00 (2.0 MM-UNFRAMED) 46 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 330.00 0.000 0.00 (1.6 MM-FRAMED) 47 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 5,040.00 0.000 0.00 (2.0 MM-FRAMED) 48 1524 MM CAST-IN-DRILLED-HOLE M 1,900.0000 57,000.00 0.000 0.00 F) CONCRETE PILE (SIGN FOUNDATION) 49 METAL (ROADSIDE SIGN) KG 50.0000 11,500.00 0.000 0.00 50 METAL (BARRIER MOUNTED SIGN) KG 70.0000 840.00 0.000 0.00 51 ROADSIDE SIGN - ONE POST EA 150.0000 11,250.00 0.000 0.00 52 ROADSIDE SIGN - TWO POST EA 250.0000 3,500.00 0.000 0.00 53 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 1,980.00 0.000 0.00 METHOD) 54 INSTALL SIGN OVERLAY M2 150.0000 1,200.00 0.000 0.00 55 INSTALL SIGN PANEL ON EXISTING FRAME M2 30.0000 1,410.00 0.000 0.00 56 150 MM HIGH DENSITY POLYETHYLENE PIPE M 52.0000 468.00 0.000 0.00 57 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 300.0000 1,290.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 08/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 12:48 PM ESTIMATE NO. 13 BID OPENING 06/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 08/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 130.0000 113,100.00 313.600 40,768.00 534.770 69,520.10 59 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 190.0000 38,000.00 13.400 2,546.00 198.290 37,675.10 60 750 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 185.0000 53,650.00 326.970 60,489.45 61 900 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 220.0000 57,200.00 259.040 56,988.80 62 1500 MM ALTERNATIVE PIPE CULVERT M 830.0000 24,070.00 30.800 25,564.00 (TYPE A) 63 300 MM POLYVINYL CHLORIDE PRESSURE PIPE M 220.0000 55,000.00 244.140 53,710.80 244.140 53,710.80 (CITY WATER) 64 100 MM POLYVINYL CHLORIDE PRESSURE PIPE M 260.0000 3,380.00 12.190 3,169.40 14.020 3,645.20 (RECYCLED WATER) 65 360 MM POLYVINYL CHLORIDE PRESSURE PIPE M 266.0000 22,610.00 83.000 22,078.00 (CITY WATER) 66 150 MM POLYVINYL CHLORIDE PRESSURE PIPE M 181.0000 4,525.00 24.680 4,467.08 (RECYCLED WATER) 67 250 MM POLYVINYL CHLORIDE PRESSURE PIPE M 521.0000 4,689.00 4.570 2,380.97 8.840 4,605.64 (RECYCLED WATER) 68 300 MM POLYVINYL CHLORIDE PRESSURE PIPE M 195.0000 44,850.00 224.330 43,744.35 (RECYCLED WATER) 69 600 MM POLYVINYL CHLORIDE PRESSURE PIPE M 525.0000 31,500.00 49.680 26,082.00 (RECYCLED WATER) 70 1050 MM REINFORCED CONCRETE PIPE SEWER M 2,000.0000 44,000.00 21.350 42,700.00 (T-LOCK POLYVINYL CHLORIDE LINER) 71 1830 MM REINFORCED CONCRETE PIPE M 1,050.0000 178,500.00 157.200 165,060.00 (CLASS IV) 72 JACKED 1830 MM REINFORCED CONCRETE PIPE M 5,000.0000 290,000.00 66.000 330,000.00 (CLASS IV) 73 450 MM CORRUGATED STEEL PIPE M 183.0000 9,882.00 0.000 0.00 (2.01 MM THICK) 74 450 MM ANCHOR ASSEMBLY EA 99.0000 594.00 0.000 0.00 75 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 16.0000 768.00 0.000 0.00 76 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 77 450 MM ALTERNATIVE FLARED END SECTION EA 125.0000 750.00 0.000 0.00 78 600 MM ALTERNATIVE FLARED END SECTION EA 165.0000 990.00 1.000 165.00 79 900 MM ALTERNATIVE FLARED END SECTION EA 415.0000 830.00 1.000 415.00 80 WATER METER (CITY WATER) EA 2,300.0000 2,300.00 0.000 0.00 81 WATER METER (RECYCLED WATER) EA 5,600.0000 16,800.00 3.000 16,800.00 3.000 16,800.00 82 100 MM GATE VALVE (RECYCLED WATER) EA 800.0000 1,600.00 2.000 1,600.00 83 150 MM GATE VALVE (RECYCLED WATER) EA 900.0000 3,600.00 4.000 3,600.00 84 250 MM GATE VALVE (RECYCLED WATER) EA 1,710.0000 1,710.00 1.000 1,710.00 PROGRAM CAS145 PAGE 8 DATE 08/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 12:48 PM ESTIMATE NO. 13 BID OPENING 06/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 08/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 300 MM GATE VALVE (CITY WATER) EA 2,000.0000 4,000.00 2.000 4,000.00 2.000 4,000.00 86 300 MM GATE VALVE (RECYCLED WATER) EA 1,900.0000 5,700.00 1.000 1,900.00 3.000 5,700.00 87 360 MM BUTTERFLY VALVE (CITY WATER) EA 2,400.0000 4,800.00 2.000 4,800.00 88 600 MM BUTTERFLY VALVE (RECYCLED WATER) EA 7,200.0000 21,600.00 3.000 21,600.00 89 300 MM AIR PRESSURE VALVE (CITY WATER) EA 2,300.0000 4,600.00 2.000 4,600.00 2.000 4,600.00 90 300 MM AIR RELEASE VALVE EA 2,800.0000 2,800.00 0.000 0.00 (RECYCLED WATER) 91 600 MM AIR RELEASE VALVE EA 3,600.0000 3,600.00 0.000 0.00 (RECYCLED WATER) 92 300 MM BLOW OFF VALVE (CITY WATER) EA 1,900.0000 1,900.00 0.000 0.00 93 300 MM BLOW OFF VALVE (RECYCLED WATER) EA 1,900.0000 1,900.00 0.000 0.00 94 600 MM BLOW OFF VALVE (RECYCLED WATER) EA 3,500.0000 3,500.00 0.000 0.00 95 RECYCLED WATER WARNING SIGN EA 175.0000 525.00 0.000 0.00 96 WATER LINE ANGLE MARKER (CITY WATER) EA 800.0000 1,600.00 0.000 0.00 97 WATER LINE ANGLE MARKER (RECYCLED WATER) EA 800.0000 1,600.00 0.000 0.00 98 1800 MM PRECAST CONCRETE PIPE MANHOLE M 4,500.0000 47,700.00 6.300 28,350.00 99 300 MM POLYVINYL CHLORIDE SEWER M 220.0000 74,800.00 336.200 73,964.00 00 375 MM POLYVINYL CHLORIDE SEWER M 395.0000 33,575.00 85.200 33,654.00 01 SEWER MAINTENANCE HOLE EA 3,000.0000 24,000.00 9.000 27,000.00 02 MINOR CONCRETE (BACKFILL) M3 250.0000 27,500.00 -0.300 -75.00 35.700 8,925.00 03 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 88.0000 27,280.00 365.000 32,120.00 04 ROCK SLOPE PROTECTION M3 150.0000 10,800.00 16.100 2,415.00 58.610 8,791.50 (BACKING NO. 2, METHOD B) 05 ROCK SLOPE PROTECTION M3 91.0000 263,900.00 800.000 72,800.00 818.430 74,477.13 (1/4 T, BACKING NO. 1, METHOD B) 06 ROCK SLOPE PROTECTION FABRIC M2 12.0000 10,320.00 323.950 3,887.40 968.330 11,619.96 07 MINOR CONCRETE (CURB) M3 440.0000 34,760.00 0.000 0.00 08 MINOR CONCRETE (MISCELLANEOUS M3 430.0000 11,610.00 0.000 0.00 CONSTRUCTION) 09 MINOR CONCRETE (CURB AND GUTTER) M3 365.0000 80,300.00 0.000 0.00 10 MINOR CONCRETE (ISLAND PAVING) M3 265.0000 14,575.00 0.000 0.00 11 MINOR CONCRETE (DRIVEWAY) M3 328.0000 2,296.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 08/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 12:48 PM ESTIMATE NO. 13 BID OPENING 06/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 08/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 MINOR CONCRETE (SIDEWALK) M3 283.0000 79,240.00 0.000 0.00 13 MINOR CONCRETE (CURB RAMP) M3 900.0000 9,000.00 0.000 0.00 14 MINOR CONCRETE M3 300.0000 54,000.00 0.000 0.00 (CONTRASTING SURFACE TREATMENT) 15 MISCELLANEOUS IRON AND STEEL KG 1.0000 8,505.00 1,753.000 1,753.00 4,971.000 4,971.00 F) 16 MISCELLANEOUS METAL KG 12.0000 17,640.00 0.000 0.00 F) (RESTRAINER - CABLE TYPE) 17 MISCELLANEOUS METAL (BRIDGE) KG 30.0000 4,500.00 0.000 0.00 F) 18 BRIDGE DECK DRAINAGE SYSTEM KG 7.2500 19,575.00 0.000 0.00 F) 19 CHAIN LINK FENCE (TYPE CL-0.9, M 64.0000 12,800.00 0.000 0.00 VINYL-CLAD) 20 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 98,000.00 0.000 0.00 21 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,350.0000 5,400.00 0.000 0.00 22 SURVEY MONUMENT (TYPE D) EA 650.0000 2,600.00 0.000 0.00 23 DELINEATOR (SPECIAL) EA 30.0000 4,200.00 0.000 0.00 24 DELINEATOR (CLASS 1) EA 30.0000 5,400.00 0.000 0.00 25 OBJECT MARKER (TYPE P) EA 85.0000 170.00 0.000 0.00 26 OBJECT MARKER (TYPE K-1) EA 25.0000 200.00 0.000 0.00 27 OBJECT MARKER (TYPE L-1) EA 35.0000 840.00 0.000 0.00 28 METAL BEAM GUARD RAILING (WOOD POST) M 64.0000 31,360.00 0.000 0.00 29 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 30 PEDESTRIAN BARRICADE EA 600.0000 1,200.00 0.000 0.00 31 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 32 TRANSITION RAILING (TYPE WB) EA 3,000.0000 27,000.00 0.000 0.00 33 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 12,600.00 0.000 0.00 34 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 42,000.00 0.000 0.00 35 CRASH CUSHION (TYPE CAT) EA 6,000.0000 6,000.00 0.000 0.00 36 CRASH CUSHION (TYPE CAT) BACKUP EA 995.0000 995.00 0.000 0.00 37 CRASH CUSHION (ADIEM) EA 15,000.0000 60,000.00 0.000 0.00 38 CONCRETE BARRIER (TYPE 60) M 235.0000 32,900.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 08/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 12:48 PM ESTIMATE NO. 13 BID OPENING 06/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 08/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CONCRETE BARRIER (TYPE 60C) M 295.0000 67,850.00 0.000 0.00 40 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 41 CONCRETE BARRIER (TYPE 732) M 236.0000 44,132.00 0.000 0.00 F) 42 CONCRETE BARRIER (TYPE 732A) M 150.0000 30,000.00 0.000 0.00 43 CONCRETE BARRIER (TYPE 736SV) M 300.0000 183,000.00 0.000 0.00 44 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 16,400.00 0.000 0.00 45 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 28,050.00 0.000 0.00 46 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 4,354.00 0.000 0.00 47 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,775.00 0.000 0.00 48 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,560.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,060.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 50 PAINT PAVEMENT MARKING (2-COAT) M2 30.0000 8,100.00 0.000 0.00 51 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 5,710.00 0.000 0.00 52 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 15,250.00 0.000 0.00 53 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.250 625.00 SYSTEM ELEMENTS DURING CONSTRUCTION 54 EMERGENCY VEHICLE DETECTION SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 55 SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 0.030 3,750.00 56 SIGNAL AND LIGHTING (LOCATION 2) LS 111,000.0000 111,000.00 0.000 0.00 57 LIGHTING (CITY STREET) LS 155,000.0000 155,000.00 0.010 1,550.00 58 LIGHTING AND SIGN ILLUMINATION LS 330,000.0000 330,000.00 0.080 26,400.00 59 RAMP METERING SYSTEM (LOCATION 1) LS 48,000.0000 48,000.00 0.000 0.00 60 RAMP METERING SYSTEM (LOCATION 2) LS 83,000.0000 83,000.00 0.000 0.00 61 RAMP METERING SYSTEM (LOCATION 3) LS 77,000.0000 77,000.00 0.080 6,160.00 62 RAMP METERING SYSTEM (LOCATION 4) LS 62,500.0000 62,500.00 0.000 0.00 63 SIGNAL INTERCONNECT LS 30,500.0000 30,500.00 0.000 0.00 64 GENERAL PACKET RADIO SYSTEM WIRELESS EA 1,100.0000 4,400.00 0.000 0.00 MODEM ASSEMBLY 65 JOINT TRENCH LS 215,000.0000 215,000.00 0.906 194,790.00 PROGRAM CAS145 PAGE 11 DATE 08/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 12:48 PM ESTIMATE NO. 13 BID OPENING 06/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 08/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 FIRE HYDRAND (RECYCLED WATER) EA 5,000.0000 15,000.00 3.000 15,000.00 67 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 68 HIGHWAY PLANTING LS 50,000.0000 50,000.00 0.068 3,400.00 0.853 42,650.00 69 IMPORTED TOPSOIL M3 75.0000 6,300.00 70.570 5,292.75 70 COMPOST, INCORPORATE M2 10.0000 17,100.00 1,506.280 15,062.80 71 PLANT ESTABLISHMENT WORK LS 18,000.0000 18,000.00 0.084 1,512.00 0.184 3,312.00 72 150 MM ALTERNATIVE PERFORATED PIPE M 72.0000 14,400.00 192.300 13,845.60 UNDERDRAIN 73 BASIN OUTLET STRUCTURE EA 4,000.0000 12,000.00 3.000 12,000.00 74 REMOVE FIRE SERVICE EA 800.0000 800.00 -1.000 -800.00 1.000 800.00 75 FIRE SERVICE EA 21,000.0000 21,000.00 0.000 0.00 76 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 77 PLANT (GROUP W) EA 17.0000 1,020.00 0.000 0.00 78 FORMED RELIEF TEXTURE M2 90.0000 66,240.00 0.000 0.00 F) 79 CHAIN LINK RAILING (TYPE 6 MODIFIED) M 285.0000 222,015.00 0.000 0.00 F) 80 CONCRETE BARRIER (TYPE 26 MODIFIED) M 500.0000 196,500.00 0.000 0.00 F) 81 CHAIN LINK BARRIER (TYPE 60E MODIFIED) M 600.0000 83,400.00 0.000 0.00 82 CONCRETE BARRIER (TYPE 736 MODIFIED) M 410.0000 158,670.00 0.000 0.00 F) PROGRAM CAS145 PAGE 12 DATE 08/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 12:48 PM ESTIMATE NO. 13 BID OPENING 06/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 08/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 966,363.74 8,742,600.90 ADJUSTMENT OF COMPENSATION 0.00 239,880.41 EXTRA WORK 145,154.44 626,667.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,111,518.18 9,609,148.73 83 MOBILIZATION LS 1931,151.0000 1,931,151.00 0.950 1,834,593.45 ORIGINAL CONTRACT AMOUNT 24,368,000.20 TOTAL WORK COMPLETED 1,111,518.18 11,443,742.18 MATERIALS ON HAND ON SITE 543,671.40 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -12,910.00 TOTAL 1,111,518.18 11,974,503.58 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 08/12/09 350 08/27/09 08/27/09 05/31/11 156 87 0 0 44% 45% PROGRESS IS SATISFACTORY PARDO, ROMMEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 08/23/10