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 04/08/11 EST. NO.22 TIME 10:34 AM R.E. NAME: PARDO T. 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 04/08/11 EST. NO.22 TIME 10:34 AM R.E. NAME: PARDO T. 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 RESTAKE CHARGESL#438 -1,420.00 14 STAKE CHARGE 102+93 -1,420.00 19 STAKING 106 (7HRS) -2,450.00 20 0.00 -18,200.00 TOTAL DEDUCTIONS 0.00 -18,200.00 PROGRAM CAS145 PAGE 1 DATE 04/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 10:34 AM ESTIMATE NO. 22 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 03/20/11 R.E. NAME: PARDO T. ROMMEL DATE OF THIS ESTIMATE 04/08/11 LOCATION SUPPLEMENTAL 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 0.750 36,078.75 02 TIME-RELATED OVERHEAD LS 840,000.0000 840,000.00 0.635 533,400.00 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 1.000 100,000.00 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 0.972 38,880.00 09 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.972 1,944.00 PREVENTION PLAN 10 TEMPORARY CONCRETE WASHOUT BIN EA 1,850.0000 7,400.00 17.000 31,450.00 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 54.000 8,100.00 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 0.972 63,180.00 18 CONSTRUCTION AREA SIGNS LS 12,500.0000 12,500.00 0.972 12,150.00 19 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.982 196,400.00 20 TYPE III BARRICADE EA 75.0000 2,025.00 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 24.000 3,000.00 PROGRAM CAS145 PAGE 2 DATE 04/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 10:34 AM ESTIMATE NO. 22 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 03/20/11 R.E. NAME: PARDO T. ROMMEL DATE OF THIS ESTIMATE 04/08/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 18,272.444 18,272.44 24 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 5,500.00 77.000 1,925.00 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 13.000 104,000.00 27 TEMPORARY RAILING (TYPE K) M 25.0000 123,500.00 2,688.971 67,224.28 28 TEMPORARY CRASH CUSHION MODULE EA 190.0000 18,620.00 112.000 21,280.00 29 CAP SEWER MAINTENANCE HOLE EA 1,018.0000 7,126.00 7.000 7,126.00 30 ABANDON CULVERT M 25.0000 9,750.00 367.530 9,188.25 31 ABANDON 300 MM WATER LINE (CITY WATER) M 13.0000 2,730.00 204.000 2,652.00 32 ABANDON 300 MM WATER LINE M 14.0000 3,500.00 246.280 3,447.92 (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 52.300 2,092.00 (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 4.000 2,000.00 37 ABANDON VALVE (RECYCLED WATER) EA 500.0000 6,000.00 12.000 6,000.00 38 OBLITERATE SURFACING M2 1.5000 9,750.00 0.000 0.00 39 REMOVE CHAIN LINK FENCE M 10.0000 37,100.00 2,782.500 27,825.00 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 5.000 320.00 42 REMOVE ROCK SLOPE PROTECTION EA 400.0000 2,400.00 6.000 2,400.00 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 04/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 10:34 AM ESTIMATE NO. 22 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 03/20/11 R.E. NAME: PARDO T. ROMMEL DATE OF THIS ESTIMATE 04/08/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 60.990 3,598.41 52 REMOVE 300 MM WATER LINE (CITY WATER) M 29.0000 1,624.00 56.000 1,624.00 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 55 REMOVE WATER METER (RECYCLED WATER) EA 80.0000 160.00 2.000 160.00 56 REMOVE FIRE HYDRANT (RECYCLED WATER) EA 1,000.0000 3,000.00 3.000 3,000.00 57 REMOVE VALVE (RECYCLED WATER) EA 160.0000 160.00 1.000 160.00 58 REMOVE RISER (RECYCLED WATER) EA 160.0000 160.00 1.000 160.00 59 REMOVE INLET EA 670.0000 4,020.00 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 4.000 3,780.00 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 1.000 600.00 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 1.000 1,070.00 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 1.000 96,210.00 75 ROADWAY EXCAVATION M3 4.0000 81,200.00 49,758.750 199,035.00 76 ROADWAY EXCAVATION (TYPE Y-2) M3 12.0000 41,400.00 1,935.000 23,220.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 4 DATE 04/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 10:34 AM ESTIMATE NO. 22 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 03/20/11 R.E. NAME: PARDO T. ROMMEL DATE OF THIS ESTIMATE 04/08/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,500.00 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 F) 82 STRUCTURE BACKFILL (BRIDGE) M3 130.0000 184,600.00 959.000 124,670.00 F) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 31,745.00 907.000 31,745.00 F) 84 SAND BACKFILL M3 92.0000 40,397.20 419.000 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 1,608,750.00 215,012.790 1,773,855.52 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 16,910.00 153.000 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 87,400.00 241.000 27,715.00 97 LIME STABILIZATION M2 3.7000 44,030.00 7,513.000 27,798.10 98 CLASS 4 AGGREGATE SUBBASE M3 15.5000 275,900.00 10,869.670 168,479.89 99 CLASS 3 AGGREGATE BASE M3 36.7500 496,125.00 7,600.780 279,328.67 00 ASPHALTIC EMULSION (CURING SEAL) TONN 1,000.0000 8,000.00 6.930 6,930.00 01 LEAN CONCRETE BASE M3 125.0000 280,000.00 1,241.460 155,182.50 02 HOT MIX ASPHALT TONN 59.0000 1,911,600.00 15,632.960 922,344.64 03 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 85.0000 530,400.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 04/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 10:34 AM ESTIMATE NO. 22 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 03/20/11 R.E. NAME: PARDO T. ROMMEL DATE OF THIS ESTIMATE 04/08/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.515 270,169.00 19 SEAL COURSE CONCRETE M3 180.0000 31,320.00 138.500 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 5,884.159 3,559,916.20 F) 22 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 196,200.00 436.000 196,200.00 F) 23 STRUCTURAL CONCRETE, APPROACH SLAB M3 820.0000 52,480.00 24.000 19,680.00 F) (TYPE EQ) 24 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 69,600.00 116.000 69,600.00 F) (TYPE N) 25 MINOR CONCRETE (MINOR STRUCTURE) M3 500.0000 148,350.00 275.320 137,660.00 F) 26 FRACTURED FIN TEXTURE M2 72.0000 33,840.00 470.000 33,840.00 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 4.000 30,400.00 30 JOINT SEAL (MR 30 MM) M 125.0000 3,750.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 04/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 10:34 AM ESTIMATE NO. 22 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 03/20/11 R.E. NAME: PARDO T. ROMMEL DATE OF THIS ESTIMATE 04/08/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,311,960.00 164,595.000 213,973.50 866,343.000 1,126,245.90 F) 36 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 48,321.00 16,107.000 48,321.00 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 30.000 57,000.00 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 04/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 10:34 AM ESTIMATE NO. 22 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 03/20/11 R.E. NAME: PARDO T. ROMMEL DATE OF THIS ESTIMATE 04/08/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 113,100.00 775.064 100,758.32 59 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 190.0000 38,000.00 198.290 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 55,000.00 247.730 54,500.60 (CITY WATER) 64 100 MM POLYVINYL CHLORIDE PRESSURE PIPE M 260.0000 3,380.00 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 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 56.000 29,400.00 (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 36.570 6,692.31 (2.01 MM THICK) 74 450 MM ANCHOR ASSEMBLY EA 99.0000 594.00 4.000 396.00 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 2.000 250.00 78 600 MM ALTERNATIVE FLARED END SECTION EA 165.0000 990.00 5.000 825.00 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 0.750 1,725.00 81 WATER METER (RECYCLED WATER) EA 5,600.0000 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 04/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 10:34 AM ESTIMATE NO. 22 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 03/20/11 R.E. NAME: PARDO T. ROMMEL DATE OF THIS ESTIMATE 04/08/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 86 300 MM GATE VALVE (RECYCLED WATER) EA 1,900.0000 5,700.00 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 90 300 MM AIR RELEASE VALVE EA 2,800.0000 2,800.00 1.000 2,800.00 (RECYCLED WATER) 91 600 MM AIR RELEASE VALVE EA 3,600.0000 3,600.00 1.000 3,600.00 (RECYCLED WATER) 92 300 MM BLOW OFF VALVE (CITY WATER) EA 1,900.0000 1,900.00 1.000 1,900.00 93 300 MM BLOW OFF VALVE (RECYCLED WATER) EA 1,900.0000 1,900.00 1.000 1,900.00 94 600 MM BLOW OFF VALVE (RECYCLED WATER) EA 3,500.0000 3,500.00 1.000 3,500.00 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 10.600 47,700.00 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 27,500.00 104.200 26,050.00 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 63.610 9,541.50 (BACKING NO. 2, METHOD B) 05 ROCK SLOPE PROTECTION M3 91.0000 263,900.00 1,102.000 100,282.00 (1/4 T, BACKING NO. 1, METHOD B) 06 ROCK SLOPE PROTECTION FABRIC M2 12.0000 10,320.00 1,487.020 17,844.24 07 MINOR CONCRETE (CURB) M3 440.0000 34,760.00 4.700 2,068.00 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 96.680 35,288.20 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 04/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 10:34 AM ESTIMATE NO. 22 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 03/20/11 R.E. NAME: PARDO T. ROMMEL DATE OF THIS ESTIMATE 04/08/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 69.800 19,753.40 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 7,089.000 7,089.00 F) 16 MISCELLANEOUS METAL KG 12.0000 17,640.00 500.000 6,000.00 F) (RESTRAINER - CABLE TYPE) 17 MISCELLANEOUS METAL (BRIDGE) KG 30.0000 4,500.00 150.000 4,500.00 F) 18 BRIDGE DECK DRAINAGE SYSTEM KG 7.2500 19,575.00 2,700.000 19,575.00 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 11.400 729.60 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 1.000 900.00 34 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 42,000.00 1.000 2,100.00 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 6.550 1,539.25 PROGRAM CAS145 PAGE 10 DATE 04/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 10:34 AM ESTIMATE NO. 22 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 03/20/11 R.E. NAME: PARDO T. ROMMEL DATE OF THIS ESTIMATE 04/08/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 67,850.00 146.000 43,070.00 40 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 41 CONCRETE BARRIER (TYPE 732) M 236.0000 44,132.00 187.000 44,132.00 F) 42 CONCRETE BARRIER (TYPE 732A) M 150.0000 30,000.00 198.000 29,700.00 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 20,144.640 22,159.10 46 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 4,354.00 1,885.873 2,640.22 47 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,775.00 1,599.415 3,998.54 48 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,560.00 331.089 662.18 (BROKEN 3.66 M - 0.92 M) 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,060.00 2,597.775 2,597.78 (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 0.650 1,625.00 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 0.050 6,250.00 56 SIGNAL AND LIGHTING (LOCATION 2) LS 111,000.0000 111,000.00 0.910 101,010.00 57 LIGHTING (CITY STREET) LS 155,000.0000 155,000.00 0.460 71,300.00 58 LIGHTING AND SIGN ILLUMINATION LS 330,000.0000 330,000.00 0.480 158,400.00 59 RAMP METERING SYSTEM (LOCATION 1) LS 48,000.0000 48,000.00 0.180 8,640.00 60 RAMP METERING SYSTEM (LOCATION 2) LS 83,000.0000 83,000.00 0.340 28,220.00 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 0.420 12,810.00 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 04/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 10:34 AM ESTIMATE NO. 22 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 03/20/11 R.E. NAME: PARDO T. ROMMEL DATE OF THIS ESTIMATE 04/08/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 50,000.00 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 0.765 13,770.00 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 75 FIRE SERVICE EA 21,000.0000 21,000.00 1.000 21,000.00 76 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 77 PLANT (GROUP W) EA 17.0000 1,020.00 60.000 1,020.00 78 FORMED RELIEF TEXTURE M2 90.0000 66,240.00 402.000 36,180.00 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 196,500.00 219.000 109,500.00 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 158,670.00 214.000 87,740.00 F) PROGRAM CAS145 PAGE 12 DATE 04/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 10:34 AM ESTIMATE NO. 22 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 03/20/11 R.E. NAME: PARDO T. ROMMEL DATE OF THIS ESTIMATE 04/08/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 213,973.50 15,258,202.97 ADJUSTMENT OF COMPENSATION 0.00 912,929.00 EXTRA WORK 0.00 1,774,712.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 213,973.50 17,945,844.74 83 MOBILIZATION LS 1931,151.0000 1,931,151.00 1.000 1,931,151.00 ORIGINAL CONTRACT AMOUNT 24,368,000.20 TOTAL WORK COMPLETED 213,973.50 19,876,995.74 MATERIALS ON HAND ON SITE 801,440.08 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -18,200.00 TOTAL 213,973.50 20,660,235.82 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 09/10/11 367 19 139 0 74% 75% PROGRESS IS SATISFACTORY PARDO T. ROMMEL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/08/11