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 12/29/11 EST. NO.33 TIME 01:27 PM R.E. NAME: PARDO, ROMMEL T. 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 --------------------------------------------------------------------------- 050 0035 1,138.33 E.W. @ F.A.(+) 110211 N 0957.0 1,138.33 TOTAL THIS ESTIMATE 4,463,675.71 TOTAL PREVIOUS ESTIMATE 4,464,814.04 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 12/29/11 EST. NO.33 TIME 01:27 PM R.E. NAME: PARDO, ROMMEL T. 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 2 HOURS STAKING -710.00 23 0.00 -18,910.00 TOTAL DEDUCTIONS 0.00 -18,910.00 PROGRAM CAS145 PAGE 1 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 01:27 PM ESTIMATE NO. 33 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 11/17/11 R.E. NAME: PARDO, ROMMEL T. DATE OF THIS ESTIMATE 12/29/11 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-ALA-580-13.1/14.9 ---------------------------------- RGW CONSTRUCTION, INC. IN ALAMEDA CO IN LIVERMORE ON ROUTE P.O. BOX 2910 580 FROM EAST OF PORTOLA AVENUE LIVERMORE, CA 94551 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 48,105.0000 48,105.00 1.000 48,105.00 002 TIME-RELATED OVERHEAD LS 840,000.0000 840,000.00 1.000 840,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 9,600.00 484.630 14,538.90 004 TEMPORARY FENCE (TYPE ESA) M 9.0000 20,520.00 2,266.000 20,394.00 005 TEMPORARY WILDLIFE EXCLUSION FENCING M 5.0000 11,400.00 2,266.000 11,330.00 006 TEMPORARY CREEK DIVERSION SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 007 HEALTH, SAFETY, AND WORK PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 008 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 1.000 40,000.00 009 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 010 TEMPORARY CONCRETE WASHOUT BIN EA 1,850.0000 7,400.00 20.000 37,000.00 011 TEMPORARY SILT FENCE M 7.0000 25,690.00 2,999.440 20,996.08 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,750.0000 11,000.00 6.000 16,500.00 013 TEMPORARY COVER M2 3.0000 25,500.00 19,306.040 57,918.12 014 TEMPORARY CHECK DAM M 14.0000 9,940.00 495.440 6,936.16 015 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 16,500.00 54.000 8,100.00 016 TEMPORARY FLARED END SECTION PROTECTION EA 250.0000 8,750.00 0.000 0.00 017 STREET SWEEPING LS 65,000.0000 65,000.00 1.000 65,000.00 018 CONSTRUCTION AREA SIGNS LS 12,500.0000 12,500.00 1.000 12,500.00 019 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 020 TYPE III BARRICADE EA 75.0000 2,025.00 28.000 2,100.00 021 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 1,400.00 0.000 0.00 022 TEMPORARY OBJECT MARKER (TYPE P) EA 125.0000 2,375.00 24.000 3,000.00 PROGRAM CAS145 PAGE 2 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 01:27 PM ESTIMATE NO. 33 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 11/17/11 R.E. NAME: PARDO, ROMMEL T. DATE OF THIS ESTIMATE 12/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 17,300.00 18,272.444 18,272.44 024 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 5,500.00 77.000 1,925.00 025 TEMPORARY PAVEMENT MARKER EA 3.0000 3,540.00 378.000 1,134.00 026 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 48,000.00 13.000 104,000.00 027 TEMPORARY RAILING (TYPE K) M 25.0000 123,500.00 3,285.000 82,125.00 028 TEMPORARY CRASH CUSHION MODULE EA 190.0000 18,620.00 112.000 21,280.00 029 CAP SEWER MAINTENANCE HOLE EA 1,018.0000 7,126.00 7.000 7,126.00 030 ABANDON CULVERT M 25.0000 9,750.00 367.530 9,188.25 031 ABANDON 300 MM WATER LINE (CITY WATER) M 13.0000 2,730.00 204.000 2,652.00 032 ABANDON 300 MM WATER LINE M 14.0000 3,500.00 246.280 3,447.92 (RECYCLED WATER) 033 ABANDON 360 MM WATER LINE (CITY WATER) M 23.0000 2,185.00 96.310 2,215.13 034 ABANDON 600 MM WATER LINE M 40.0000 2,200.00 52.300 2,092.00 (RECYCLED WATER) 035 ABANDON SEWER M 23.0000 9,660.00 421.500 9,694.50 036 ABANDON VALVE (CITY WATER) EA 500.0000 2,000.00 4.000 2,000.00 037 ABANDON VALVE (RECYCLED WATER) EA 500.0000 6,000.00 12.000 6,000.00 038 OBLITERATE SURFACING M2 1.5000 9,750.00 1,804.000 2,706.00 039 REMOVE CHAIN LINK FENCE M 10.0000 37,100.00 2,782.500 27,825.00 040 REMOVE METAL BEAM GUARD RAILING M 25.0000 11,750.00 38.200 955.00 95.700 2,392.50 041 REMOVE FLARED END SECTION EA 64.0000 320.00 5.000 320.00 042 REMOVE ROCK SLOPE PROTECTION EA 400.0000 2,400.00 6.000 2,400.00 043 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 22,950.00 5,021.420 7,532.13 044 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 100.0000 900.00 11.610 1,161.00 045 REMOVE PAVEMENT MARKER EA 1.0000 1,120.00 3,238.000 3,238.00 046 REMOVE ROADSIDE SIGN (WOOD POST) EA 70.0000 1,960.00 7.000 490.00 047 REMOVE ROADSIDE SIGN (METAL POST) EA 70.0000 980.00 5.000 350.00 048 REMOVE ROADSIDE SIGN EA 50.0000 350.00 1.000 50.00 (STRAP AND SADDLE BRACKET METHOD) 049 REMOVE SIGN STRUCTURE EA 3,900.0000 15,600.00 4.000 15,600.00 PROGRAM CAS145 PAGE 3 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 01:27 PM ESTIMATE NO. 33 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 11/17/11 R.E. NAME: PARDO, ROMMEL T. DATE OF THIS ESTIMATE 12/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE DIKE M 10.0000 310.00 0.000 0.00 051 REMOVE CULVERT M 59.0000 3,776.00 60.990 3,598.41 052 REMOVE 300 MM WATER LINE (CITY WATER) M 29.0000 1,624.00 56.000 1,624.00 053 REMOVE VALVE (CITY WATER) EA 160.0000 160.00 1.000 160.00 054 REMOVE WATER METER (CITY WATER) EA 160.0000 160.00 1.000 160.00 055 REMOVE WATER METER (RECYCLED WATER) EA 80.0000 160.00 2.000 160.00 056 REMOVE FIRE HYDRANT (RECYCLED WATER) EA 1,000.0000 3,000.00 3.000 3,000.00 057 REMOVE VALVE (RECYCLED WATER) EA 160.0000 160.00 1.000 160.00 058 REMOVE RISER (RECYCLED WATER) EA 160.0000 160.00 1.000 160.00 059 REMOVE INLET EA 670.0000 4,020.00 6.000 4,020.00 060 REMOVE HEADWALL EA 1,800.0000 1,800.00 1.000 1,800.00 061 REMOVE MANHOLE EA 945.0000 3,780.00 4.000 3,780.00 062 REMOVE SEWER PIPE M 7.0000 280.00 39.400 275.80 063 REMOVE BASE AND SURFACING M3 5.0000 8,250.00 1,990.000 9,950.00 064 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 065 ADJUST WATER VALVE BOX FRAME AND COVER EA 600.0000 600.00 1.000 600.00 TO GRADE (CITY WATER) 066 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.6000 72,600.00 155.000 93.00 067 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 22.0000 3,740.00 192.000 4,224.00 068 REMOVE CONCRETE CURB M 18.0000 10,980.00 0.000 0.00 069 REMOVE CONCRETE (CURB AND GUTTER) M 17.0000 8,500.00 547.090 9,300.53 070 REMOVE CONCRETE BARRIER (TYPE K) M 14.0000 2,240.00 79.000 1,106.00 79.000 1,106.00 071 CAP INLET EA 1,070.0000 11,770.00 1.000 1,070.00 2.000 2,140.00 072 BRIDGE REMOVAL LS 118,000.0000 118,000.00 0.000 0.00 073 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 074 CLEARING AND GRUBBING LS 96,210.0000 96,210.00 1.000 96,210.00 075 ROADWAY EXCAVATION M3 4.0000 81,200.00 50,503.750 202,015.00 076 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 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 01:27 PM ESTIMATE NO. 33 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 11/17/11 R.E. NAME: PARDO, ROMMEL T. DATE OF THIS ESTIMATE 12/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 078 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 079 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 121,800.00 1,744.770 104,686.20 (F) 080 STRUCTURE EXCAVATION (TYPE A) M3 210.0000 341,250.00 1,625.000 341,250.00 (F) 081 STRUCTURE EXCAVATION (RETAINING WALL) M3 11.5000 3,392.50 295.000 3,392.50 (F) 082 STRUCTURE BACKFILL (BRIDGE) M3 130.0000 184,600.00 1,238.000 160,940.00 (F) 083 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 31,745.00 907.000 31,745.00 (F) 084 SAND BACKFILL M3 92.0000 40,397.20 439.100 40,397.20 (F) 085 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 086 DITCH EXCAVATION M3 12.5000 16,250.00 0.000 0.00 087 IMPORTED BORROW M3 8.2500 1,608,750.00 219,617.790 1,811,846.77 088 PRUNE EXISTING PLANTS LS 800.0000 800.00 1.000 800.00 089 EROSION CONTROL (TYPE D) M2 600.0000 1,620.00 0.000 0.00 090 EROSION CONTROL (NETTING) M2 2.3000 12,029.00 7,657.550 17,612.37 091 FIBER ROLLS M 6.5000 44,525.00 8,535.300 55,479.45 092 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 7,500.00 5.000 2,500.00 093 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 094 200 MM CORRUGATED HIGH DENSITY M 89.0000 16,910.00 219.740 19,556.86 POLYETHYLENE PIPE CONDUIT 095 FINISHING ROADWAY LS 20,000.0000 20,000.00 1.000 20,000.00 096 LIME TONN 115.0000 87,400.00 332.130 38,194.95 097 LIME STABILIZATION M2 3.7000 44,030.00 11,405.000 42,198.50 098 CLASS 4 AGGREGATE SUBBASE M3 15.5000 275,900.00 14,716.900 228,111.95 099 CLASS 3 AGGREGATE BASE M3 36.7500 496,125.00 12,052.670 442,935.62 100 ASPHALTIC EMULSION (CURING SEAL) TONN 1,000.0000 8,000.00 10.710 10,710.00 101 LEAN CONCRETE BASE M3 125.0000 280,000.00 2,199.780 274,972.50 102 HOT MIX ASPHALT TONN 59.0000 1,911,600.00 30,446.350 1,796,334.65 103 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 85.0000 530,400.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 01:27 PM ESTIMATE NO. 33 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 11/17/11 R.E. NAME: PARDO, ROMMEL T. DATE OF THIS ESTIMATE 12/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TONN 50.0000 320,500.00 0.000 0.00 105 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 100.0000 700.00 0.000 0.00 PAVEMENT INTERLAYER) 106 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.0000 12,320.00 0.000 0.00 107 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 720.00 218.500 655.50 108 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 5.0000 14,650.00 2,566.000 12,830.00 109 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.0000 480.00 141.200 423.60 110 PLACE HOT MIX ASPHALT M2 50.0000 600.00 12.000 600.00 (MISCELLANEOUS AREA) 111 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 112.0000 163,520.00 0.000 0.00 PILING 112 FURNISH PILING (CLASS 900) M 76.0000 208,164.00 2,739.000 208,164.00 (ALTERNATIVE 'X') 113 DRIVE PILE (CLASS 900) EA 1,000.0000 152,000.00 120.000 120,000.00 (ALTERNATIVE 'X') 114 FURNISH PILING (CLASS 900) M 130.0000 303,030.00 2,331.000 303,030.00 (ALTERNATIVE W) 115 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,100.0000 154,000.00 140.000 154,000.00 116 FURNISH PILING (CLASS 625) M 76.0000 88,084.00 1,159.000 88,084.00 (ALTERNATIVE 'X') 117 DRIVE PILE (CLASS 625) EA 1,000.0000 96,000.00 96.000 96,000.00 (ALTERNATIVE 'X') 118 PRESTRESSING CAST-IN-PLACE CONCRETE LS 524,600.0000 524,600.00 1.000 524,600.00 119 SEAL COURSE CONCRETE M3 180.0000 31,320.00 163.500 29,430.00 120 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 205.0000 161,130.00 708.090 145,158.45 (F) 121 STRUCTURAL CONCRETE, BRIDGE M3 605.0000 4,072,255.00 6,731.000 4,072,255.00 (F) 122 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 196,200.00 436.000 196,200.00 (F) 123 STRUCTURAL CONCRETE, APPROACH SLAB M3 820.0000 52,480.00 64.000 52,480.00 (F) (TYPE EQ) 124 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 69,600.00 116.000 69,600.00 (F) (TYPE N) 125 MINOR CONCRETE (MINOR STRUCTURE) M3 500.0000 148,350.00 277.220 138,610.00 (F) 126 FRACTURED FIN TEXTURE M2 72.0000 33,840.00 470.000 33,840.00 (F) 127 DRILL AND BOND DOWEL M 53.0000 2,226.00 42.000 2,226.00 128 SOUND WALL (MASONRY BLOCK) M2 170.0000 273,700.00 0.000 0.00 (F) 129 PTFE BEARING EA 7,600.0000 15,200.00 4.000 30,400.00 130 JOINT SEAL (MR 30 MM) M 125.0000 3,750.00 27.200 3,400.00 PROGRAM CAS145 PAGE 6 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 01:27 PM ESTIMATE NO. 33 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 11/17/11 R.E. NAME: PARDO, ROMMEL T. DATE OF THIS ESTIMATE 12/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 JOINT SEAL (MR 15 MM) M 125.0000 3,125.00 27.500 3,437.50 132 JOINT SEAL ASSEMBLY (MR 80 MM) M 595.0000 47,005.00 74.000 44,030.00 133 JOINT SEAL ASSEMBLY (MR 90 MM) M 700.0000 9,100.00 11.500 8,050.00 134 JOINT SEAL (MR 50 MM) M 300.0000 8,100.00 27.000 8,100.00 135 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 1,311,960.00 1,001,343.000 1,301,745.90 (F) 136 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 48,321.00 16,107.000 48,321.00 (F) 137 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 12.0000 66,000.00 5,500.000 66,000.00 (F) WITH WALKWAY) 138 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 16,500.00 5,500.000 16,500.00 (F) WITH WALKWAY) 139 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 440,990.00 40,090.000 440,990.00 (F) 140 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 14,031.50 30,230.000 10,580.50 (F) 141 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 107.0000 20,330.00 188.060 20,122.42 142 FURNISH SINGLE SHEET ALUMINUM SIGN M2 95.0000 760.00 7.390 702.05 (2.0 MM-UNFRAMED) (OVERHEAD) 143 FURNISH LAMINATED PANEL SIGN M2 190.0000 1,520.00 7.800 1,482.00 (63.5 MM-TYPE B) 144 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 5,600.00 62.680 5,014.40 (1.6 MM-UNFRAMED) 145 FURNISH SINGLE SHEET ALUMINUM SIGN M2 95.0000 3,230.00 35.780 3,399.10 (2.0 MM-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 330.00 2.040 224.40 (1.6 MM-FRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 5,040.00 39.500 4,740.00 (2.0 MM-FRAMED) 148 1524 MM CAST-IN-DRILLED-HOLE M 1,900.0000 57,000.00 30.000 57,000.00 (F) CONCRETE PILE (SIGN FOUNDATION) 149 METAL (ROADSIDE SIGN) KG 50.0000 11,500.00 114.600 5,730.00 150 METAL (BARRIER MOUNTED SIGN) KG 70.0000 840.00 0.000 0.00 151 ROADSIDE SIGN - ONE POST EA 150.0000 11,250.00 58.000 8,700.00 152 ROADSIDE SIGN - TWO POST EA 250.0000 3,500.00 15.000 3,750.00 153 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 1,980.00 29.000 1,740.00 METHOD) 154 INSTALL SIGN OVERLAY M2 150.0000 1,200.00 7.390 1,108.50 155 INSTALL SIGN PANEL ON EXISTING FRAME M2 30.0000 1,410.00 46.470 1,394.10 156 150 MM HIGH DENSITY POLYETHYLENE PIPE M 52.0000 468.00 0.000 0.00 157 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 300.0000 1,290.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 01:27 PM ESTIMATE NO. 33 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 11/17/11 R.E. NAME: PARDO, ROMMEL T. DATE OF THIS ESTIMATE 12/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 130.0000 113,100.00 775.064 100,758.32 159 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 190.0000 38,000.00 198.290 37,675.10 160 750 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 185.0000 53,650.00 326.970 60,489.45 161 900 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 220.0000 57,200.00 259.040 56,988.80 162 1500 MM ALTERNATIVE PIPE CULVERT M 830.0000 24,070.00 30.800 25,564.00 (TYPE A) 163 300 MM POLYVINYL CHLORIDE PRESSURE PIPE M 220.0000 55,000.00 247.730 54,500.60 (CITY WATER) 164 100 MM POLYVINYL CHLORIDE PRESSURE PIPE M 260.0000 3,380.00 14.020 3,645.20 (RECYCLED WATER) 165 360 MM POLYVINYL CHLORIDE PRESSURE PIPE M 266.0000 22,610.00 83.000 22,078.00 (CITY WATER) 166 150 MM POLYVINYL CHLORIDE PRESSURE PIPE M 181.0000 4,525.00 24.680 4,467.08 (RECYCLED WATER) 167 250 MM POLYVINYL CHLORIDE PRESSURE PIPE M 521.0000 4,689.00 8.840 4,605.64 (RECYCLED WATER) 168 300 MM POLYVINYL CHLORIDE PRESSURE PIPE M 195.0000 44,850.00 224.330 43,744.35 (RECYCLED WATER) 169 600 MM POLYVINYL CHLORIDE PRESSURE PIPE M 525.0000 31,500.00 56.000 29,400.00 (RECYCLED WATER) 170 1050 MM REINFORCED CONCRETE PIPE SEWER M 2,000.0000 44,000.00 21.350 42,700.00 (T-LOCK POLYVINYL CHLORIDE LINER) 171 1830 MM REINFORCED CONCRETE PIPE M 1,050.0000 178,500.00 157.200 165,060.00 (CLASS IV) 172 JACKED 1830 MM REINFORCED CONCRETE PIPE M 5,000.0000 290,000.00 66.000 330,000.00 (CLASS IV) 173 450 MM CORRUGATED STEEL PIPE M 183.0000 9,882.00 54.170 9,913.11 (2.01 MM THICK) 174 450 MM ANCHOR ASSEMBLY EA 99.0000 594.00 6.000 594.00 175 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 16.0000 768.00 24.400 390.40 176 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 177 450 MM ALTERNATIVE FLARED END SECTION EA 125.0000 750.00 3.000 375.00 178 600 MM ALTERNATIVE FLARED END SECTION EA 165.0000 990.00 1.000 165.00 6.000 990.00 179 900 MM ALTERNATIVE FLARED END SECTION EA 415.0000 830.00 2.000 830.00 180 WATER METER (CITY WATER) EA 2,300.0000 2,300.00 1.000 2,300.00 181 WATER METER (RECYCLED WATER) EA 5,600.0000 16,800.00 2.326 13,025.60 182 100 MM GATE VALVE (RECYCLED WATER) EA 800.0000 1,600.00 2.000 1,600.00 183 150 MM GATE VALVE (RECYCLED WATER) EA 900.0000 3,600.00 4.000 3,600.00 184 250 MM GATE VALVE (RECYCLED WATER) EA 1,710.0000 1,710.00 1.000 1,710.00 PROGRAM CAS145 PAGE 8 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 01:27 PM ESTIMATE NO. 33 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 11/17/11 R.E. NAME: PARDO, ROMMEL T. DATE OF THIS ESTIMATE 12/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 300 MM GATE VALVE (CITY WATER) EA 2,000.0000 4,000.00 2.000 4,000.00 186 300 MM GATE VALVE (RECYCLED WATER) EA 1,900.0000 5,700.00 3.000 5,700.00 187 360 MM BUTTERFLY VALVE (CITY WATER) EA 2,400.0000 4,800.00 2.000 4,800.00 188 600 MM BUTTERFLY VALVE (RECYCLED WATER) EA 7,200.0000 21,600.00 3.000 21,600.00 189 300 MM AIR PRESSURE VALVE (CITY WATER) EA 2,300.0000 4,600.00 2.000 4,600.00 190 300 MM AIR RELEASE VALVE EA 2,800.0000 2,800.00 1.000 2,800.00 (RECYCLED WATER) 191 600 MM AIR RELEASE VALVE EA 3,600.0000 3,600.00 1.000 3,600.00 (RECYCLED WATER) 192 300 MM BLOW OFF VALVE (CITY WATER) EA 1,900.0000 1,900.00 1.000 1,900.00 193 300 MM BLOW OFF VALVE (RECYCLED WATER) EA 1,900.0000 1,900.00 1.000 1,900.00 194 600 MM BLOW OFF VALVE (RECYCLED WATER) EA 3,500.0000 3,500.00 1.000 3,500.00 195 RECYCLED WATER WARNING SIGN EA 175.0000 525.00 3.000 525.00 196 WATER LINE ANGLE MARKER (CITY WATER) EA 800.0000 1,600.00 2.000 1,600.00 197 WATER LINE ANGLE MARKER (RECYCLED WATER) EA 800.0000 1,600.00 2.000 1,600.00 198 1800 MM PRECAST CONCRETE PIPE MANHOLE M 4,500.0000 47,700.00 10.600 47,700.00 199 300 MM POLYVINYL CHLORIDE SEWER M 220.0000 74,800.00 336.200 73,964.00 200 375 MM POLYVINYL CHLORIDE SEWER M 395.0000 33,575.00 85.200 33,654.00 201 SEWER MAINTENANCE HOLE EA 3,000.0000 24,000.00 9.000 27,000.00 202 MINOR CONCRETE (BACKFILL) M3 250.0000 27,500.00 104.200 26,050.00 203 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 88.0000 27,280.00 365.000 32,120.00 204 ROCK SLOPE PROTECTION M3 150.0000 10,800.00 68.610 10,291.50 (BACKING NO. 2, METHOD B) 205 ROCK SLOPE PROTECTION M3 91.0000 263,900.00 423.790 38,564.89 3,446.670 313,646.97 (1/4 T, BACKING NO. 1, METHOD B) 206 ROCK SLOPE PROTECTION FABRIC M2 12.0000 10,320.00 1,530.980 18,371.76 207 MINOR CONCRETE (CURB) M3 440.0000 34,760.00 5.940 2,613.60 208 MINOR CONCRETE (MISCELLANEOUS M3 430.0000 11,610.00 3.200 1,376.00 23.740 10,208.20 CONSTRUCTION) 209 MINOR CONCRETE (CURB AND GUTTER) M3 365.0000 80,300.00 132.280 48,282.20 210 MINOR CONCRETE (ISLAND PAVING) M3 265.0000 14,575.00 48.210 12,775.65 211 MINOR CONCRETE (DRIVEWAY) M3 328.0000 2,296.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 01:27 PM ESTIMATE NO. 33 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 11/17/11 R.E. NAME: PARDO, ROMMEL T. DATE OF THIS ESTIMATE 12/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 MINOR CONCRETE (SIDEWALK) M3 283.0000 79,240.00 101.680 28,775.44 213 MINOR CONCRETE (CURB RAMP) M3 900.0000 9,000.00 5.790 5,211.00 214 MINOR CONCRETE M3 300.0000 54,000.00 176.920 53,076.00 (CONTRASTING SURFACE TREATMENT) 215 MISCELLANEOUS IRON AND STEEL KG 1.0000 8,505.00 7,237.000 7,237.00 (F) 216 MISCELLANEOUS METAL KG 12.0000 17,640.00 1,470.000 17,640.00 (F) (RESTRAINER - CABLE TYPE) 217 MISCELLANEOUS METAL (BRIDGE) KG 30.0000 4,500.00 150.000 4,500.00 (F) 218 BRIDGE DECK DRAINAGE SYSTEM KG 7.2500 19,575.00 2,700.000 19,575.00 (F) 219 CHAIN LINK FENCE (TYPE CL-0.9, M 64.0000 12,800.00 200.000 12,800.00 VINYL-CLAD) 220 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 98,000.00 2,319.390 92,775.60 221 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,350.0000 5,400.00 3.000 4,050.00 222 SURVEY MONUMENT (TYPE D) EA 650.0000 2,600.00 3.000 1,950.00 223 DELINEATOR (SPECIAL) EA 30.0000 4,200.00 48.000 1,440.00 224 DELINEATOR (CLASS 1) EA 30.0000 5,400.00 201.000 6,030.00 225 OBJECT MARKER (TYPE P) EA 85.0000 170.00 0.000 0.00 226 OBJECT MARKER (TYPE K-1) EA 25.0000 200.00 2.000 50.00 227 OBJECT MARKER (TYPE L-1) EA 35.0000 840.00 15.000 525.00 228 METAL BEAM GUARD RAILING (WOOD POST) M 64.0000 31,360.00 342.870 21,943.68 229 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 230 PEDESTRIAN BARRICADE EA 600.0000 1,200.00 2.000 1,200.00 231 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 232 TRANSITION RAILING (TYPE WB) EA 3,000.0000 27,000.00 6.000 18,000.00 233 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 12,600.00 12.000 10,800.00 234 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 42,000.00 14.000 29,400.00 235 CRASH CUSHION (TYPE CAT) EA 6,000.0000 6,000.00 1.000 6,000.00 236 CRASH CUSHION (TYPE CAT) BACKUP EA 995.0000 995.00 1.000 995.00 237 CRASH CUSHION (ADIEM) EA 15,000.0000 60,000.00 4.000 60,000.00 238 CONCRETE BARRIER (TYPE 60) M 235.0000 32,900.00 133.500 31,372.50 PROGRAM CAS145 PAGE 10 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 01:27 PM ESTIMATE NO. 33 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 11/17/11 R.E. NAME: PARDO, ROMMEL T. DATE OF THIS ESTIMATE 12/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60C) M 295.0000 67,850.00 156.360 46,126.20 240 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 241 CONCRETE BARRIER (TYPE 732) M 236.0000 44,132.00 187.000 44,132.00 (F) 242 CONCRETE BARRIER (TYPE 732A) M 150.0000 30,000.00 198.000 29,700.00 243 CONCRETE BARRIER (TYPE 736SV) M 300.0000 183,000.00 0.000 0.00 244 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 16,400.00 439.330 17,573.20 245 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 28,050.00 19,427.420 21,370.16 246 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 4,354.00 1,031.090 1,443.53 247 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,775.00 4,186.585 10,466.46 248 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,560.00 984.450 1,968.90 (BROKEN 3.66 M - 0.92 M) 249 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,060.00 1,243.900 1,243.90 (BROKEN 5.18 M - 2.14 M) 250 PAINT PAVEMENT MARKING (2-COAT) M2 30.0000 8,100.00 0.000 0.00 251 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 5,710.00 5,098.000 5,098.00 252 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 15,250.00 2,759.000 6,897.50 253 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 254 EMERGENCY VEHICLE DETECTION SYSTEM LS 15,000.0000 15,000.00 1.000 15,000.00 255 SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 0.981 122,625.00 256 SIGNAL AND LIGHTING (LOCATION 2) LS 111,000.0000 111,000.00 1.000 111,000.00 257 LIGHTING (CITY STREET) LS 155,000.0000 155,000.00 0.950 147,250.00 258 LIGHTING AND SIGN ILLUMINATION LS 330,000.0000 330,000.00 1.000 330,000.00 259 RAMP METERING SYSTEM (LOCATION 1) LS 48,000.0000 48,000.00 1.000 48,000.00 260 RAMP METERING SYSTEM (LOCATION 2) LS 83,000.0000 83,000.00 1.000 83,000.00 261 RAMP METERING SYSTEM (LOCATION 3) LS 77,000.0000 77,000.00 1.000 77,000.00 262 RAMP METERING SYSTEM (LOCATION 4) LS 62,500.0000 62,500.00 1.000 62,500.00 263 SIGNAL INTERCONNECT LS 30,500.0000 30,500.00 1.000 30,500.00 264 GENERAL PACKET RADIO SYSTEM WIRELESS EA 1,100.0000 4,400.00 4.000 4,400.00 MODEM ASSEMBLY 265 JOINT TRENCH LS 215,000.0000 215,000.00 0.906 194,790.00 PROGRAM CAS145 PAGE 11 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 01:27 PM ESTIMATE NO. 33 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 11/17/11 R.E. NAME: PARDO, ROMMEL T. DATE OF THIS ESTIMATE 12/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 FIRE HYDRAND (RECYCLED WATER) EA 5,000.0000 15,000.00 3.000 15,000.00 267 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 268 HIGHWAY PLANTING LS 50,000.0000 50,000.00 1.000 50,000.00 269 IMPORTED TOPSOIL M3 75.0000 6,300.00 70.570 5,292.75 270 COMPOST, INCORPORATE M2 10.0000 17,100.00 1,506.280 15,062.80 271 PLANT ESTABLISHMENT WORK LS 18,000.0000 18,000.00 1.000 18,000.00 272 150 MM ALTERNATIVE PERFORATED PIPE M 72.0000 14,400.00 192.300 13,845.60 UNDERDRAIN 273 BASIN OUTLET STRUCTURE EA 4,000.0000 12,000.00 3.000 12,000.00 274 REMOVE FIRE SERVICE EA 800.0000 800.00 1.000 800.00 275 FIRE SERVICE EA 21,000.0000 21,000.00 1.000 21,000.00 276 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 277 PLANT (GROUP W) EA 17.0000 1,020.00 60.000 1,020.00 278 FORMED RELIEF TEXTURE M2 90.0000 66,240.00 736.000 66,240.00 (F) 279 CHAIN LINK RAILING (TYPE 6 MODIFIED) M 285.0000 222,015.00 779.000 222,015.00 (F) 280 CONCRETE BARRIER (TYPE 26 MODIFIED) M 500.0000 196,500.00 393.000 196,500.00 (F) 281 CHAIN LINK BARRIER (TYPE 60E MODIFIED) M 600.0000 83,400.00 10.020 6,012.00 114.280 68,568.00 282 CONCRETE BARRIER (TYPE 736 MODIFIED) M 410.0000 158,670.00 387.000 158,670.00 (F) PROGRAM CAS145 PAGE 12 DATE 12/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-171334 TIME 01:27 PM ESTIMATE NO. 33 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 11/17/11 R.E. NAME: PARDO, ROMMEL T. DATE OF THIS ESTIMATE 12/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 49,248.89 20,481,157.56 ADJUSTMENT OF COMPENSATION 0.00 1,593,346.07 EXTRA WORK 1,138.33 2,871,467.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 50,387.22 24,945,971.60 283 MOBILIZATION LS 931,151.0000 1,931,151.00 1.000 1,931,151.00 ORIGINAL CONTRACT AMOUNT 24,368,000.20 TOTAL WORK COMPLETED 50,387.22 26,877,122.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -18,910.00 TOTAL 50,387.22 26,858,212.60 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/12/09 350 08/27/09 08/27/09 11/17/11 555 31 174 0 100% 100% PARDO, ROMMEL T. RESIDENT ENGINEER PROGRAM CAS145 DATE 12/29/11