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 03/20/12 EST. NO.54 TIME 10:19 AM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 1016 584.34 E.W. @ F.A.(+) 091410 N RES-01 019 0216 21,000.00 E.W. @ F.A.(+) 020712 N 2851.0 047 0002 228.06 E.W. @ F.A.(+) 072311 N 522806 101 0003 569.14 E.W. @ F.A.(+) 091108 N VAN-01 0004 3,047.72 091108 N VAN-02 181 0074 2,251.36 E.W. @ F.A.(+) 062311 N 522010 193 0017 1,966.46 E.W. @ F.A.(+) 100410 N 518301 29,647.08 TOTAL THIS ESTIMATE 17,514,970.51 TOTAL PREVIOUS ESTIMATE 17,544,617.59 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 03/20/12 EST. NO.54 TIME 10:19 AM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE REOPENING -14,400.00 05 LABOR COMPLIANCE -32,031.95 06 LATE REOPENING 14,400.00 06 ADD FOR PREVIOUS DED 27,803.55 09 LABOR COMPLIANCE -10,000.00 18 LABOR COMPLIANCE 11,928.40 21 LABOR COMPLIANCE 2,300.00 25 LABOR COMPLIANCE -6,000.00 28 LABOR COMPLIANCE 6,000.00 29 LATE REOPENING -28,000.00 31 MISSING PAY ROLLS -6,000.00 37 MISSING PAYROLL 6,000.00 42 0.00 -28,000.00 LABOR COMPLIANCE VIOLATION LABOR COMPLIANCE -5,000.00 40 LABOR COMPLIANCE 5,000.00 41 LABOR COMPLIANCE -2,000.00 42 LABOR COMPLIANCE 2,000.00 43 0.00 0.00 TOTAL DEDUCTIONS 0.00 -28,000.00 PROGRAM CAS145 PAGE 1 DATE 03/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 10:19 AM ESTIMATE NO. 54 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/29/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 03/20/12 LOCATION RERUN SEMI-FINAL ESTIMATE 04-ALA-92-4.8/6.7 ------------------------- 04-ALA-880-15.6/17.6 FCI/GRANITE IN ALAMEDA COUNTY IN HAYWARD AT 25050 SANTA CLARA ST. VARIOUS LOCATIONS HAYWARD CA 94544 FED. AID NO. N O N E RECONSTRUCT 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 8,000.0000 8,000.00 1.000 8,000.00 002 TIME-RELATED OVERHEAD LS 500,000.0000 18,500,000.00 1.000 18,500,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 100.0000 50,000.00 723.250 72,325.00 (S) 004 TEMPORARY FENCE M 150.0000 153,000.00 1,134.460 170,169.00 (S) (TYPE CL-1.8, SLATTED) 005 TEMPORARY FENCE (TYPE ESA) M 35.0000 45,500.00 844.400 29,554.00 006 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 1.000 7,500.00 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 450,000.0000 450,000.00 1.000 450,000.00 008 DEWATERING AND NON-STORM WATER LS 650,000.0000 650,000.00 1.000 650,000.00 DISCHARGE CONTROL 009 TEMPORARY SILT FENCE M 18.0000 32,400.00 8,749.120 157,484.16 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 30,000.00 27.000 81,000.00 011 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 50,000.00 50.000 250,000.00 012 MOVE-IN/MOVE-OUT EA 750.0000 3,000.00 14.000 10,500.00 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 330.0000 16,500.00 267.000 88,110.00 014 TEMPORARY HYDRAULIC MULCH M2 0.6500 27,625.00 154,975.200 100,733.88 (BONDED FIBER MATRIX) 015 TEMPORARY SLOPE PAVING M3 1,800.0000 126,000.00 0.000 0.00 016 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 017 TRAFFIC CONTROL SYSTEM LS 900,000.0000 1,900,000.00 1.000 1,900,000.00 (S) 018 TYPE III BARRICADE EA 150.0000 1,050.00 44.000 6,600.00 (S) 019 TEMPORARY PAVEMENT MARKING (PAINT) M2 65.0000 18,850.00 543.914 35,354.41 (S) 020 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 397,200.00 134,455.049 537,820.20 (S) 021 CHANNELIZER (SURFACE MOUNTED) EA 21.0000 10,710.00 963.000 20,223.00 (S) 022 TEMPORARY PAVEMENT MARKER EA 6.0000 154,800.00 30,475.000 182,850.00 (S) PROGRAM CAS145 PAGE 2 DATE 03/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 10:19 AM ESTIMATE NO. 54 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/29/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 03/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,200.0000 12,000.00 16.000 19,200.00 (S) 024 PORTABLE CHANGEABLE MESSAGE SIGN EA 18,000.0000 72,000.00 4.000 72,000.00 025 TEMPORARY RAILING (TYPE K) M 25.0000 1,130,000.00 48,170.478 1,204,261.95 (S) 026 TEMPORARY CRASH CUSHION MODULE EA 450.0000 522,000.00 2,129.000 958,050.00 (S) 027 TEMPORARY TRAFFIC SCREEN M 13.0000 587,600.00 36,009.188 468,119.44 (S) 028 ABANDON CULVERT M 25.0000 66,500.00 1,827.290 45,682.25 029 ABANDON INLET EA 850.0000 52,700.00 46.300 39,355.00 030 ABANDON MANHOLE EA 1,630.0000 1,630.00 1.000 1,630.00 031 ABANDON SEWER M 70.0000 19,600.00 280.000 19,600.00 032 ABANDON WATER M 42.0000 23,520.00 335.000 14,070.00 033 REMOVE FENCE M 15.0000 2,250.00 522.540 7,838.10 034 REMOVE CHAIN LINK FENCE M 15.0000 12,000.00 1,257.800 18,867.00 035 REMOVE METAL BEAM GUARD RAILING M 35.0000 60,550.00 1,837.590 64,315.65 (S) 036 REMOVE THRIE BEAM BARRIER M 42.0000 15,120.00 321.860 13,518.12 (S) 037 REMOVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 038 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 12.0000 159,600.00 10,944.070 131,328.84 STRIPE 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 75,200.00 25,266.605 101,066.42 040 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 13,500.00 237.770 7,133.10 041 REMOVE PAVEMENT MARKER EA 2.0000 21,600.00 14,498.000 28,996.00 042 REMOVE ROADSIDE SIGN EA 125.0000 14,375.00 62.000 7,750.00 043 REMOVE SIGN STRUCTURE EA 4,600.0000 59,800.00 13.000 59,800.00 (S) 044 REMOVE BRIDGE MOUNTED SIGN EA 4,060.0000 24,360.00 6.000 24,360.00 (S) 045 REMOVE CULVERT M 117.0000 38,610.00 700.378 81,944.23 046 REMOVE INLET EA 812.0000 19,488.00 36.000 29,232.00 047 REMOVE HEADWALL EA 1,300.0000 11,700.00 18.000 23,400.00 048 REMOVE MANHOLE (SEWER) EA 1,250.0000 3,750.00 3.000 3,750.00 049 REMOVE BASE AND SURFACING M3 15.5000 255,750.00 13,137.872 203,637.02 PROGRAM CAS145 PAGE 3 DATE 03/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 10:19 AM ESTIMATE NO. 54 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/29/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 03/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 SALVAGE FRAME AND GRATE EA 150.0000 300.00 2.000 300.00 051 RELOCATE REMOTE CONTROL VALVE EA 3,000.0000 6,000.00 0.000 0.00 052 RELOCATE ROADSIDE SIGN-ONE POST EA 650.0000 650.00 1.000 650.00 053 ADJUST INLET EA 1,500.0000 40,500.00 17.000 25,500.00 054 MODIFY INLET EA 2,500.0000 60,000.00 23.000 57,500.00 055 MODIFY MANHOLE (SEWER) EA 10,000.0000 20,000.00 3.000 30,000.00 056 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.6000 280,800.00 101,016.600 262,643.16 (S) 057 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 058 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M3 123.0000 22,140.00 260.020 31,982.46 059 REMOVE CELLULAR CONCRETE M3 250.0000 32,500.00 130.000 32,500.00 060 REMOVE CONCRETE CURB M3 111.0000 21,090.00 820.320 91,055.52 061 REMOVE CONCRETE BARRIER M 44.0000 102,080.00 3,718.500 163,614.00 062 CLEAN BRIDGE DECK M2 2.0000 10,080.00 0.000 0.00 (F) 063 CAP INLET EA 1,500.0000 12,000.00 9.000 13,500.00 064 REMOVE CRASH CUSHION (SAND FILLED) EA 2,500.0000 7,500.00 1.000 2,500.00 065 PUMP PLANT EQUIPMENT REMOVAL LS 30,000.0000 30,000.00 1.000 30,000.00 066 BRIDGE REMOVAL, LOCATION A LS 600,000.0000 600,000.00 1.000 600,000.00 067 BRIDGE REMOVAL, LOCATION B LS 250,000.0000 250,000.00 1.000 250,000.00 068 BRIDGE REMOVAL, LOCATION C LS 135,000.0000 135,000.00 1.000 135,000.00 069 BRIDGE REMOVAL, LOCATION D LS 76,000.0000 76,000.00 1.000 76,000.00 070 BRIDGE REMOVAL (PORTION), LOCATION E LS 21,000.0000 21,000.00 1.000 21,000.00 071 BRIDGE REMOVAL (PORTION), LOCATION F LS 103,000.0000 103,000.00 1.000 103,000.00 072 BRIDGE REMOVAL (PORTION), LOCATION G LS 50,000.0000 50,000.00 1.000 50,000.00 073 SURVEY OF EXISTING NON HIGHWAY LS 90,000.0000 90,000.00 1.000 90,000.00 FACILITIES 074 CLEARING AND GRUBBING LS 207,900.0000 207,900.00 1.000 207,900.00 075 DEVELOP WATER SUPPLY LS 24,750.0000 24,750.00 1.000 24,750.00 076 ROADWAY EXCAVATION M3 36.0000 5,220,000.00 224,335.323 8,076,071.63 PROGRAM CAS145 PAGE 4 DATE 03/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 10:19 AM ESTIMATE NO. 54 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/29/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 03/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION (TYPE Z-3) M3 250.0000 30,000.00 124.000 31,000.00 (AERIALLY DEPOSITED LEAD) 078 ROADWAY EXCAVATION (TYPE Y-2) M3 28.0000 352,800.00 22,458.660 628,842.48 (AERIALLY DEPOSITED LEAD) 079 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 080 STRUCTURE EXCAVATION (BRIDGE) M3 150.0000 366,750.00 2,445.000 366,750.00 (F) 081 STRUCTURE EXCAVATION (TYPE D) M3 300.0000 1,030,200.00 3,434.000 1,030,200.00 (F) 082 STRUCTURE EXCAVATION (PUMPING PLANT) M3 90.0000 421,200.00 4,680.000 421,200.00 (F) 083 STRUCTURE BACKFILL (PUMPING PLANT) M3 75.0000 238,500.00 3,180.000 238,500.00 (F) 084 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 512,400.00 3,893.000 311,440.00 (F) 085 STRUCTURE EXCAVATION (LAGGING WALL) M3 25.0000 174,100.00 6,823.330 170,583.25 (F) 086 STRUCTURE EXCAVATION (TIEBACK WALL) M3 100.0000 38,300.00 383.000 38,300.00 (F) 087 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 360,600.00 4,808.000 360,600.00 (F) 088 STRUCTURE BACKFILL (LAGGING WALL) M3 90.0000 225,270.00 2,459.000 221,310.00 (F) 089 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 294,480.00 3,489.000 314,010.00 (F) 090 STRUCTURE BACKFILL (TIEBACK WALL) M3 180.0000 1,980.00 11.000 1,980.00 (F) 091 PERVIOUS BACKFILL MATERIAL M3 150.0000 3,405.00 5.000 750.00 092 SAND BACKFILL M3 10.0000 5,200.00 390.170 3,901.70 093 LEAN CONCRETE BACKFILL M3 375.0000 4,875.00 13.000 4,875.00 (F) 094 LIGHTWEIGHT MATERIAL M3 350.0000 45,500.00 130.000 45,500.00 (CELLULAR CONCRETE) 095 EARTH RETAINING STRUCTURE, LOCATION A M2 675.0000 462,375.00 685.000 462,375.00 (F) 096 EARTH RETAINING STRUCTURE, LOCATION B M2 675.0000 219,375.00 325.000 219,375.00 (F) 097 EARTH RETAINING STRUCTURE, LOCATION C M2 675.0000 438,750.00 650.000 438,750.00 (F) 098 EARTH RETAINING STRUCTURE, LOCATION D M2 675.0000 219,375.00 325.000 219,375.00 (F) 099 IMPORTED BORROW M3 10.0000 1,220,000.00 66,736.570 667,365.70 100 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 75.0000 825,000.00 11,587.960 869,097.00 101 GEOSYNTHETIC REINFORCED EMBANKMENT M2 75.0000 354,750.00 5,116.890 383,766.75 102 SETTLEMENT INSTRUMENTATION LS 175,000.0000 175,000.00 0.750 131,250.00 103 GROUND IMPROVEMENT M3 190.0000 2,565,000.00 13,500.000 2,565,000.00 PROGRAM CAS145 PAGE 5 DATE 03/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 10:19 AM ESTIMATE NO. 54 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/29/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 03/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 EROSION CONTROL (NETTING) M2 5.0000 7,500.00 3,301.760 16,508.80 (S) 105 STRAW (EROSION CONTROL) TONN 550.0000 11,000.00 25.960 14,278.00 (S) 106 FIBER (EROSION CONTROL) KG 1.0000 3,200.00 4,153.200 4,153.20 (S) 107 FIBER ROLLS M 13.0000 101,400.00 9,337.410 121,386.33 (S) 108 COMPOST (EROSION CONTROL) M3 350.0000 28,000.00 64.640 22,624.00 (S) 109 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,000.00 9.000 6,750.00 (S) 110 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 46,800.00 454.280 59,056.40 (S) 111 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 1,420.00 908.600 1,817.20 (S) 112 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 113 50 MM SPRINKLER CONTROL CONDUIT M 15.0000 1,950.00 164.000 2,460.00 (S) 114 75 MM GALVANIZED STEEL PIPE M 75.0000 9,750.00 147.000 11,025.00 (SUPPLY LINE) 115 NPS 3 SUPPLY LINE (BRIDGE) M 225.0000 53,100.00 143.000 32,175.00 116 200 MM PLASTIC PIPE (PR200) M 25.0000 14,500.00 490.900 12,272.50 (S) (RECLAIMED WATER) 117 WATER METER EA 4,000.0000 8,000.00 2.000 8,000.00 (S) 118 200 MM CORRUGATED HIGH DENSITY M 146.0000 71,540.00 487.770 71,214.42 (S) POLYETHYLENE PIPE CONDUIT 119 450 MM CORRUGATED HIGH DENSITY M 140.0000 4,620.00 30.100 4,214.00 (S) POLYETHYLENE CONDUIT PIPE (RECLAIMED WATER) 120 EXTEND 200 MM CONDUIT M 140.0000 2,520.00 18.000 2,520.00 (S) 121 CLASS 4 AGGREGATE SUBBASE M3 65.0000 2,210,000.00 32,306.477 2,099,921.01 122 CLASS 2 AGGREGATE BASE M3 75.0000 304,500.00 1,859.159 139,436.93 123 CLASS 3 AGGREGATE BASE M3 55.0000 803,000.00 14,406.277 792,345.24 124 LEAN CONCRETE BASE M3 400.0000 3,676,000.00 8,636.650 3,454,660.00 125 ASPHALT TREATED PERMEABLE BASE M3 225.0000 465,750.00 1,913.390 430,512.75 126 ASPHALT CONCRETE (TYPE A) TONN 90.0000 5,859,000.00 82,248.095 7,402,328.55 127 ASPHALT CONCRETE (OPEN GRADED) TONN 130.0000 1,183,000.00 9,374.120 1,218,635.60 128 ASPHALT CONCRETE BASE (TYPE A) TONN 82.0000 660,100.00 9,537.230 782,052.86 129 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 131,400.00 7,840.760 156,815.20 AREA) PROGRAM CAS145 PAGE 6 DATE 03/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 10:19 AM ESTIMATE NO. 54 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/29/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 03/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.5000 845.00 385.400 2,505.10 131 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.5000 41,015.00 6,665.590 43,326.34 132 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.5000 4,225.00 615.280 3,999.32 133 SHOULDER RUMBLE STRIP STA 200.0000 7,400.00 37.000 7,400.00 (AC, GROUND-IN INDENTATIONS) 134 LIQUID ASPHALT (PRIME COAT) TONN 1,500.0000 21,000.00 75.750 113,625.00 135 CONCRETE PAVEMENT M3 385.0000 2,498,650.00 7,485.659 2,881,978.72 136 SEAL PAVEMENT JOINT M 20.0000 266,000.00 12,815.700 256,314.00 137 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 585.0000 2,915,640.00 5,445.000 3,185,325.00 (S) PILING 138 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 35,000.00 16.000 11,200.00 (S) PILING 139 FURNISH PILING (CLASS 900) M 200.0000 2,102,400.00 10,512.000 2,102,400.00 (ALTERNATIVE W) 140 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,200.0000 554,400.00 465.000 558,000.00 (S) 141 FURNISH PILING (CLASS 625) M 100.0000 66,300.00 660.000 66,000.00 142 DRIVE PILE (CLASS 625) EA 1,650.0000 54,450.00 33.000 54,450.00 143 FURNISH PILING (CLASS 625) M 160.0000 2,150,400.00 10,955.000 1,752,800.00 (ALTERNATIVE W) 144 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,000.0000 626,000.00 494.000 494,000.00 (S) 145 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 670.0000 391,280.00 584.000 391,280.00 PILING (610 MM) 146 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 4,000.0000 96,000.00 18.000 72,000.00 (S) PILE (610 MM) 147 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 1.000 400,000.00 (S) 148 TIEBACK ANCHOR EA 2,600.0000 213,200.00 82.000 213,200.00 (S) 149 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 1,015,850.00 1,847.000 1,015,850.00 (F) 150 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 12,897,500.00 11,669.000 12,835,900.00 (F) 151 STRUCTURAL CONCRETE, RETAINING WALL M3 950.0000 3,521,650.00 3,773.970 3,585,271.50 (F) 152 STRUCTURAL CONCRETE, SOUND WALL FOOTING M3 1,500.0000 19,500.00 13.000 19,500.00 (F) 153 STRUCTURE CONCRETE (PUMPING PLANT) M3 880.0000 633,600.00 720.000 633,600.00 (F) 154 STRUCTURAL CONCRETE, BARRIER SLAB M3 640.0000 305,280.00 477.000 305,280.00 (F) 155 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 48,000.00 32.000 48,000.00 (F) (TYPE EQ) 156 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 431,100.00 479.000 431,100.00 (F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 03/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 10:19 AM ESTIMATE NO. 54 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/29/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 03/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 CLASS A CONCRETE (BOX CULVERT) M3 6,500.0000 78,000.00 12.000 78,000.00 158 MINOR CONCRETE (MINOR STRUCTURE) M3 1,750.0000 929,250.00 541.448 947,534.00 (F) 159 MINOR CONCRETE (PILE CAP) M3 950.0000 214,700.00 226.000 214,700.00 (F) 160 INSTALL PERCAST MEDALLION PANEL EA 5,000.0000 20,000.00 4.000 20,000.00 161 ARCHITECTURAL TREATMENT M2 85.0000 427,295.00 5,024.200 427,057.00 (F) 162 DRILL AND BOND DOWEL M 85.0000 8,755.00 158.200 13,447.00 163 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 30,000.00 2.000 30,000.00 (S) GIRDER (25 M - 30 M) 164 FURNISH PRECAST PRESTRESSED CONCRETE EA 17,500.0000 35,000.00 2.000 35,000.00 (S) GIRDER (30 M - 35 M) 165 ERECT PRECAST CONCRETE GIRDER EA 5,000.0000 20,000.00 4.000 20,000.00 (S) 166 CONCRETE CLOSURE WALL M2 700.0000 196,000.00 172.860 121,002.00 (F) 167 REFINISH BRIDGE DECK M2 250.0000 13,500.00 54.000 13,500.00 168 SOUND WALL (MASONRY BLOCK) M2 220.0000 1,066,780.00 4,849.000 1,066,780.00 (SF) 169 PTFE BEARING EA 5,300.0000 169,600.00 46.000 243,800.00 (S) 170 JOINT SEAL (MR 30 MM) M 330.0000 1,980.00 6.200 2,046.00 (S) 171 JOINT SEAL (MR 15 MM) M 250.0000 5,750.00 0.000 0.00 (S) 172 JOINT SEAL ASSEMBLY (MR 90 MM) M 800.0000 34,400.00 43.000 34,400.00 (S) 173 JOINT SEAL ASSEMBLY (MR 100 MM) M 875.0000 60,375.00 68.000 59,500.00 (S) 174 JOINT SEAL (MR 50 MM) M 340.0000 41,820.00 122.200 41,548.00 (S) 175 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 4,672,086.00 2,372,407.370 4,744,814.74 (SF) 176 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 1,859,258.00 3,547.229 7,094.46 933,176.229 1,866,352.46 (SF) 177 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 3,534.00 1,178.200 3,534.60 (SF) 178 BAR REINFORCING STEEL (PUMPING PLANT) KG 2.5000 211,500.00 84,600.000 211,500.00 (SF) 179 SHOTCRETE M3 1,050.0000 129,150.00 121.000 127,050.00 (F) 180 TREAT BRIDGE DECK M2 2.1000 10,584.00 0.000 0.00 181 FURNISH BRIDGE DECK TREATMENT MATERIAL L 24.0000 54,960.00 0.000 0.00 (LOW ODOR) 182 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 14.0000 93,184.00 6,656.000 93,184.00 (F) WITH WALKWAY) 183 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 7.0000 46,592.00 6,656.000 46,592.00 (SF)WITH WALKWAY) PROGRAM CAS145 PAGE 8 DATE 03/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 10:19 AM ESTIMATE NO. 54 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/29/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 03/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 1,369,800.00 152,200.000 1,369,800.00 (F) 185 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 152,200.00 152,200.000 152,200.00 (SF) 186 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 132.0000 72,204.00 547.000 72,204.00 187 FURNISH LAMINATED PANEL SIGN M2 185.0000 13,690.00 73.450 13,588.25 (25.4 MM-TYPE A) 188 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 6,075.00 46.580 6,288.30 (1.6 MM-UNFRAMED) 189 FURNISH SINGLE SHEET ALUMINUM SIGN M2 139.0000 7,923.00 49.750 6,915.25 (2.0 MM-UNFRAMED) 190 FURNISH SINGLE SHEET ALUMINUM SIGN M2 171.0000 1,710.00 9.570 1,636.47 (1.6 MM-FRAMED) 191 FURNISH SINGLE SHEET ALUMINUM SIGN M2 185.0000 925.00 5.000 925.00 (2.0 MM-FRAMED) 192 1372 MM CAST-IN-DRILLED-HOLE M 4,675.0000 341,275.00 59.750 279,331.25 (S) CONCRETE PILE (SIGN FOUNDATION) 193 1524 MM CAST-IN-DRILLED-HOLE M 6,450.0000 335,400.00 67.000 432,150.00 (S) CONCRETE PILE (SIGN FOUNDATION) 194 METAL (BARRIER MOUNTED SIGN) KG 75.0000 8,250.00 110.000 8,250.00 (F) 195 METAL (SOUND WALL MOUNTED SIGN) KG 75.0000 52,500.00 0.000 0.00 (F) 196 ROADSIDE SIGN - ONE POST EA 350.0000 28,000.00 72.000 25,200.00 197 ROADSIDE SIGN - TWO POST EA 725.0000 7,250.00 6.000 4,350.00 198 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 440.00 8.000 880.00 METHOD) 199 INSTALL SIGN PANEL ON EXISTING FRAME M2 105.0000 4,515.00 43.000 4,515.00 200 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 580.0000 1,850,200.00 3,187.704 1,848,868.32 201 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 590.0000 135,700.00 117.390 69,260.10 202 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 650.0000 871,000.00 1,339.710 870,811.50 203 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 660.0000 330,000.00 448.220 295,825.20 204 750 MM ALTERNATIVE PIPE CULVERT M 700.0000 3,360.00 36.480 25,536.00 205 900 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 850.0000 680,000.00 664.470 564,799.50 206 900 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 950.0000 15,200.00 35.750 33,962.50 207 975 MM ALTERNATIVE PIPE CULVERT M 1,000.0000 1,000.00 0.000 0.00 208 1050 MM ALTERNATIVE PIPE CULVERT M 1,300.0000 195,000.00 145.690 189,397.00 (TYPE A) 209 1050 MM ALTERNATIVE PIPE CULVERT M 1,300.0000 81,900.00 64.670 84,071.00 (TYPE B) 210 1200 MM ALTERNATIVE PIPE CULVERT M 1,400.0000 92,400.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 03/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 10:19 AM ESTIMATE NO. 54 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/29/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 03/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 211 150 MM PLASTIC PIPE M 200.0000 26,000.00 12.800 2,560.00 212 200 MM PLASTIC PIPE M 260.0000 8,840.00 24.380 6,338.80 213 300 MM PLASTIC PIPE M 260.0000 24,960.00 0.000 0.00 214 457 MM HIGH DENSITY POLYETHYLENE PIPE M 500.0000 6,500.00 13.000 6,500.00 (OPEN TRENCH) 215 533 MM HIGH DENSITY POLYETHYLENE PIPE M 525.0000 115,500.00 221.000 116,025.00 (OPEN TRENCH) 216 762 MM HIGH DENSITY POLYETHYLENE PIPE M 550.0000 29,150.00 53.000 29,150.00 CONCRETE CASING (OPEN TRENCH) 217 457 MM POLYVINYL CHLORIDE PIPE M 590.0000 147,500.00 137.160 80,924.40 (OPEN TRENCH) 218 900 MM REINFORCED CONCRETE PRESSURE M 800.0000 152,000.00 33.000 26,400.00 PIPE (CLASS III) 219 1050 MM REINFORCED CONCRETE PRESSURE M 750.0000 60,000.00 80.500 60,375.00 PIPE (CLASS III) 220 JACKED 300 MM REINFORCED CONCRETE PIPE M 3,500.0000 140,000.00 0.000 0.00 (UNDERDRAIN) 221 JACKED 450 MM REINFORCED CONCRETE PIPE M 4,000.0000 144,000.00 76.000 304,000.00 (CLASS III) 222 JACKED 1200 MM REINFORCED CONCRETE PIPE M 5,000.0000 200,000.00 40.000 200,000.00 (CLASS III, RUBBER GASKET JOINT) 223 JACKED 1500 MM REINFORCED CONCRETE PIPE M 4,800.0000 360,000.00 73.150 351,120.00 (CLASS III, RUBBER GASKET JOINT) 224 300 MM CORRUGATED STEEL PIPE M 200.0000 24,000.00 139.900 27,980.00 225 525 MM X 375 MM CORRUGATED STEEL PIPE M 400.0000 1,120.00 4.570 1,828.00 ARCH (2.01 MM THICK) 226 GEOCOMPOSITE DRAIN M2 11.0000 5,489.00 638.420 7,022.62 227 80 MM PLASTIC PIPE (EDGE DRAIN) M 35.0000 163,800.00 4,338.930 151,862.55 228 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 100.0000 26,000.00 183.170 18,317.00 229 DRAINAGE WICK M 10.0000 911,000.00 88,601.010 886,010.10 230 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 75.0000 1,275,000.00 15,719.371 1,178,952.83 231 150 MM ALTERNATIVE PIPE UNDERDRAIN M 55.0000 123,750.00 2,265.430 124,598.65 232 200 MM ALTERNATIVE PIPE UNDERDRAIN M 80.0000 216,000.00 2,786.590 222,927.20 233 300 MM ALTERNATIVE PIPE UNDERDRAIN M 100.0000 9,500.00 0.000 0.00 234 450 MM ALTERNATIVE SLOTTED PIPE M 400.0000 388,000.00 977.630 391,052.00 235 450 MM CORRUGATED STEEL PIPE RISER M 1,400.0000 1,120.00 0.910 1,274.00 (2.01 MM THICK) 236 WELDED STEEL PIPE CASING (BRIDGE) M 360.0000 23,760.00 65.400 23,544.00 237 305 MM WELDED STEEL PIPE M 3,800.0000 311,600.00 82.000 311,600.00 (BURIED PIPE) PROGRAM CAS145 PAGE 10 DATE 03/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 10:19 AM ESTIMATE NO. 54 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/29/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 03/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 238 305 MM WELDED STEEL PIPE M 550.0000 42,900.00 79.000 43,450.00 (IN BRIDGE) 239 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 3,000.00 8.000 2,400.00 240 900 MM PRECAST CONCRETE PIPE INLET M 1,200.0000 4,800.00 3.120 3,744.00 241 203 MM HIGH DENSITY POLYETHYLENE PIPE M 3,250.0000 74,750.00 23.000 74,750.00 (JACK AND BORE) 242 533 MM HIGH DENSITY POLYETHYLENE PIPE M 4,500.0000 382,500.00 0.000 0.00 (MICROTUNNELING) 243 457 MM DUCTILE IRON PIPE M 6,000.0000 1,020,000.00 0.000 0.00 (MICROTUNNELING) 244 CONSTRUCT MANHOLE (SEWER) EA 10,600.0000 84,800.00 10.000 106,000.00 245 ROCK SLOPE PROTECTION M3 150.0000 7,200.00 40.000 6,000.00 (BACKING NO. 1, METHOD B) 246 SLOPE PAVING (CONCRETE) M3 3,000.0000 21,000.00 7.000 21,000.00 (F) 247 GABION-FACED REINFORCED EMBANKMENT M3 273.0000 297,570.00 1,139.110 310,977.03 248 ROCK SLOPE PROTECTION FABRIC M2 20.0000 1,920.00 80.000 1,600.00 249 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 546,000.00 707.255 495,078.50 CONSTRUCTION) 250 MINOR CONCRETE (GUTTER) M3 750.0000 83,250.00 3.410 2,557.50 22.996 17,247.00 (F) 251 MINOR CONCRETE (BROOM FINISH) M3 600.0000 168,000.00 262.378 157,426.80 252 DRAINAGE PUMPING EQUIPMENT LS 260,000.0000 260,000.00 1.000 260,000.00 (S) 253 PUMPING PLANT ELECTRICAL EQUIPMENT LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 254 MISCELLANEOUS IRON AND STEEL KG 7.0000 324,632.00 45,482.000 318,374.00 (SF) 255 MISCELLANEOUS METAL KG 10.0000 17,420.00 1,742.000 17,420.00 (SF) 256 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 42,000.00 2,500.000 37,500.00 (SF) 257 MISCELLANEOUS METAL (RESTRAINER) KG 45.0000 15,975.00 355.000 15,975.00 (SF) 258 PUMPING PLANT METAL WORK KG 10.0000 104,000.00 10,400.000 104,000.00 (SF) 259 CHAIN LINK FENCE (TYPE CL-0.9, M 75.0000 19,500.00 263.180 19,738.50 (S) VINYL-CLAD) 260 CHAIN LINK FENCE (TYPE CL-1.8, M 150.0000 58,500.00 395.300 59,295.00 (SF)VINYL-CLAD) 261 WOOD FENCE M 150.0000 22,500.00 173.010 25,951.50 (S) 262 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 2.000 4,000.00 (S) 263 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,000.0000 3,000.00 1.000 3,000.00 (S) 264 5.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 4,000.0000 4,000.00 2.000 8,000.00 (S) PROGRAM CAS145 PAGE 11 DATE 03/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 10:19 AM ESTIMATE NO. 54 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/29/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 03/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 265 5.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 4,000.0000 4,000.00 3.000 12,000.00 (S) 266 SURVEY MONUMENT (TYPE D) EA 1,000.0000 12,000.00 0.000 0.00 267 MILEPOST MARKER EA 40.0000 320.00 8.000 320.00 268 DRAINAGE INLET MARKER EA 75.0000 2,400.00 25.000 1,875.00 269 OBJECT MARKER (TYPE K-1) EA 30.0000 120.00 5.000 150.00 270 OBJECT MARKER (TYPE L-1) EA 40.0000 1,480.00 24.000 960.00 271 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 86,700.00 973.110 82,714.35 (S) 272 CHAIN LINK RAILING (TYPE 7) M 150.0000 89,250.00 723.600 108,540.00 (SF) 273 CONCRETE BARRIER (TYPE 25) M 250.0000 18,750.00 75.000 18,750.00 (F) 274 CONCRETE BARRIER (TYPE 26) M 490.0000 103,880.00 212.000 103,880.00 (F) 275 DOUBLE THRIE BEAM BARRIER M 225.0000 13,500.00 0.000 0.00 (S) 276 REPLACE CONCRETE BARRIER (PULL BOX) M 1,000.0000 11,000.00 11.540 11,540.00 (S) 277 CABLE RAILING M 80.0000 3,200.00 51.180 4,094.40 (SF) 278 TRANSITION RAILING (TYPE WB) EA 4,200.0000 79,800.00 15.000 63,000.00 (S) 279 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 25,000.00 26.000 26,000.00 (S) 280 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 18,000.00 9.000 27,000.00 (S) 281 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 87,000.00 22.000 66,000.00 (S) 282 CRASH CUSHION, SAND FILLED EA 8,500.0000 51,000.00 5.000 42,500.00 (S) 283 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 (S) 284 CRASH CUSHION (TYPE CAT) BACKUP EA 400.0000 400.00 0.000 0.00 (S) 285 CRASH CUSHION (ADIEM) EA 32,000.0000 64,000.00 2.000 64,000.00 (S) 286 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 100,000.00 0.000 0.00 (S) 287 CONCRETE BARRIER (TYPE 60) M 330.0000 277,200.00 1,299.000 428,670.00 288 CONCRETE BARRIER (TYPE 60C) M 625.0000 1,225,000.00 2,042.140 1,276,337.50 289 CONCRETE BARRIER (TYPE 60D) M 172.0000 375,648.00 1,988.120 341,956.64 (F) 290 CONCRETE BARRIER (TYPE 60E) M 840.0000 1,050,000.00 1,125.000 945,000.00 291 CONCRETE BARRIER (TYPE 732 MODIFIED) M 240.0000 306,480.00 1,277.000 306,480.00 (F) PROGRAM CAS145 PAGE 12 DATE 03/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 10:19 AM ESTIMATE NO. 54 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/29/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 03/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 292 CONCRETE BARRIER (TYPE 742 MOD) M 315.0000 171,360.00 544.000 171,360.00 (F) 293 CONCRETE BARRIER (TYPE 736A) M 220.0000 36,300.00 165.000 36,300.00 (F) 294 CONCRETE BARRIER (TYPE 736A MOD) M 265.0000 94,605.00 357.000 94,605.00 (F) 295 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 21,000.00 469.888 23,494.40 (S) 296 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8500 59,200.00 34,352.928 63,552.92 (S) 297 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4500 857.50 696.460 1,706.33 (S) 298 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2500 34,807.50 6,911.180 29,372.52 (S) 299 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 18,120.00 4,906.732 19,626.93 (S) (BROKEN 3.66 M - 0.92 M) 300 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 156.75 463.580 764.91 (S) (BROKEN 1.83 M - 0.30 M) 301 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 1,749.00 924.730 1,525.80 (S) (BROKEN 5.18 M - 2.14 M) 302 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 120.00 151.180 302.36 (S) (BROKEN 2.44 M - 1.22 M) 303 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 21,390.00 9,897.000 29,691.00 (S) 304 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 35,880.00 7,050.000 42,300.00 (S) 305 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 306 SIGNAL AND LIGHTING (LOCATION 2) LS 140,000.0000 140,000.00 1.000 140,000.00 (S) 307 SIGNAL AND LIGHTING (LOCATION 3) LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 308 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 180,000.0000 180,000.00 1.000 180,000.00 (S) 309 LIGHTING (CITY STREET) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 310 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 1.000 200,000.00 (S) (STAGE CONSTRUCTION) 311 LIGHTING AND SIGN ILLUMINATION LS 760,000.0000 760,000.00 1.000 760,000.00 (S) 312 TRAFFIC OPERATIONS SYSTEM LS 800,000.0000 800,000.00 1.000 800,000.00 (S) 313 CAMERA UNIT EA 7,000.0000 42,000.00 6.000 42,000.00 (S) 314 PAN/TILT UNIT EA 5,000.0000 30,000.00 6.000 30,000.00 (S) 315 CAMERA CONTROL UNIT EA 5,700.0000 22,800.00 4.000 22,800.00 (S) 316 VIDEO ENCODER UNIT EA 35,000.0000 140,000.00 4.000 140,000.00 (S) 317 INTEGRATED SERVICES DIGITAL NETWORK EA 600.0000 2,400.00 4.000 2,400.00 (S) TERMINAL ADAPTER UNIT 318 EXTINGUISHABLE MESSAGE SIGN PANEL EA 8,000.0000 72,000.00 9.000 72,000.00 (S) (LED) PROGRAM CAS145 PAGE 13 DATE 03/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 10:19 AM ESTIMATE NO. 54 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/29/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 03/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 319 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 18,000.00 9.000 18,000.00 (S) WIRELESS MODEM ASSEMBLY 320 LONG LEAD-IN CABLE LOOP DETECTOR (LLLD) EA 1,000.0000 4,000.00 4.000 4,000.00 (S) SENSOR UNIT 321 FIBER OPTIC CONDUIT LS 400,000.0000 400,000.00 1.000 400,000.00 (S) 322 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 323 TEMPORARY CULVERT M 162.0000 42,120.00 226.500 36,693.00 324 TEMPORARY INLET EA 1,260.0000 12,600.00 4.000 5,040.00 325 TEMPORARY FLARED END SECTION EA 250.0000 2,000.00 5.000 1,250.00 326 TMEPORARY CRASH CUSHION (ADIEM) EA 32,000.0000 64,000.00 2.000 64,000.00 327 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 430.0000 74,820.00 176.900 76,067.00 (S) PILING 328 300 MM ALTERNATIVE PIPE CULVERT M 125.0000 1,000.00 63.480 7,935.00 329 JACKED 1050 MM REINFORCED CONCRETE PIPE M 3,630.0000 471,900.00 48.760 176,998.80 (CLASS III, RUBBER GASKET JOINT) 330 450 MM CORRUGATED STEEL PIPE M 400.0000 1,200.00 2.750 1,100.00 (1.63 MM THICK) 331 300 MM ALTERNATIVE FLARED END SECTION EA 250.0000 1,250.00 3.000 750.00 332 600 MM ALTERNATIVE FLARED END SECTION EA 300.0000 4,800.00 2.000 600.00 333 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 334 BRIDGE REMOVAL (PORTION), LOCATION H LS 40,000.0000 40,000.00 1.000 40,000.00 335 BRIDGE REMOVAL (PORTION), LOCATION I LS 35,000.0000 35,000.00 1.000 35,000.00 336 BRIDGE REMOVAL (PORTION), LOCATION J LS 20,000.0000 20,000.00 1.000 20,000.00 337 BRIDGE REMOVAL (PORTION), LOCATION K LS 135,000.0000 135,000.00 1.000 135,000.00 338 1500 MM ALTERNATIVE PIPE CULVERT M 750.0000 10,500.00 3.050 2,287.50 339 450 MM CORRUGATED STEEL PIPE M 650.0000 6,500.00 0.000 0.00 (1.63 MM THICK) 340 SLOPE PAVING (MASONRY BLOCK) M2 270.0000 891,810.00 2,109.000 569,430.00 341 CONCRETE BARRIER (TYPE 60E MODIFIED) M 660.0000 72,600.00 0.000 0.00 342 CONCRETE BARRIER (TYPE 736B) M 535.0000 85,600.00 76.500 40,927.50 PROGRAM CAS145 PAGE 14 DATE 03/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 10:19 AM ESTIMATE NO. 54 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/29/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 03/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 9,651.96 128,370,205.17 ADJUSTMENT OF COMPENSATION 0.00 1,682,180.67 EXTRA WORK 29,647.08 15,862,436.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 39,299.04 145,914,822.76 343 MOBILIZATION LS 0.0000 12,000,000.00 1.000 12,000,000.00 ORIGINAL CONTRACT AMOUNT 138,440,897.75 TOTAL WORK COMPLETED 39,299.04 157,914,822.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -28,000.00 TOTAL 39,299.04 157,886,822.76 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 09/28/07 938 10/26/07 10/26/07 11/29/11 834 184 8 13 100% 100% BALALLO RAYMUNDO RESIDENT ENGINEER PROGRAM CAS145 DATE 03/20/12