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 11/09/11 EST. NO.58 TIME 01:33 PM R.E. NAME: SHOKROLLAHI, MO 04-264204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 020 0362 14,764.12 E.W. @ F.A.(+) 110110 N X362.0 066 0010 4,397.97 E.W. @ F.A.(+) 112008 N 1882.0 118 0072 630.76 E.W. @ F.A.(+) 011910 N 2714.0 123 0014 3,739.92 E.W. @ F.A.(+) 120409 N 2824.0 23,532.77 TOTAL THIS ESTIMATE 17,251,623.42 TOTAL PREVIOUS ESTIMATE 17,275,156.19 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 11/09/11 EST. NO.58 TIME 01:33 PM R.E. NAME: SHOKROLLAHI, MO 04-264204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RE-STAKING -680.00 07 LATE CPM SUBMITTAL -677,777.38 18 RCICASE CPM DEDUCT 677,777.38 19 LATE CLOSURE PICKUP -21,600.00 32 LATE CPM SCHEDULE -122,095.65 37 RELEASE LATE CPM 122,095.65 38 0.00 -22,280.00 TOTAL DEDUCTIONS 0.00 -22,280.00 PROGRAM CAS145 PAGE 1 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 01:33 PM ESTIMATE NO. 58 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/11 R.E. NAME: SHOKROLLAHI, MO DATE OF THIS ESTIMATE 11/09/11 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-SM-101-13.5/17.9 ---------------------------------- DE SILLVA GATES-BROSAMER JV IN SAN MATEO COUNTY IN SAN MATEO, P.O. BOX 2909 BURLINGAME AND MILLBREA AT VARIOUS BUBLIN, CA 94568 LOCATIONS FED. AID NO. HPLU-6204(60) ,L-6204(60) CONSTRUCT LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 25,000.0000 25,000.00 0.750 18,750.00 002 TIME-RELATED OVERHEAD LS 300,000.0000 14,300,000.00 1.000 14,300,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 190,400.00 5,412.560 216,502.40 004 TEMPORARY FENCE (TYPE ESA) M 20.0000 53,000.00 4,464.660 89,293.20 005 TEMPORARY EXCLUSION FENCE M 120.0000 27,600.00 200.000 24,000.00 006 TEMPORARY SUPPORT LS 300,000.0000 300,000.00 1.000 300,000.00 007 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.00 PREVENTION PLAN 008 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 1.000 60,000.00 009 NON-STORM WATER DISCHARGES LS 150,000.0000 150,000.00 1.000 150,000.00 010 TEMPORARY EROSION CONTROL BLANKET M2 6.0000 42,000.00 5,559.150 33,354.90 011 TEMPORARY FIBER ROLL M 15.0000 3,600.00 3,216.340 48,245.10 012 TEMPORARY SILT FENCE M 10.0000 69,700.00 8,168.320 81,683.20 013 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 50,000.00 17.000 85,000.00 014 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 40,000.00 30.000 75,000.00 015 TEMPORARY COVER M2 5.0000 30,000.00 16,522.710 82,613.55 016 TEMPORARY CHECK DAM M 50.0000 3,000.00 269.440 13,472.00 017 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 48,000.00 299.000 89,700.00 018 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 019 TRAFFIC CONTROL SYSTEM LS 350,016.0000 3,350,016.00 1.000 3,350,016.00 (S) 020 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 6,000.00 282.770 14,138.50 (S) 021 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 12,000.00 101,976.791 101,976.79 (S) 022 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,800.00 192.000 7,680.00 (S) PROGRAM CAS145 PAGE 2 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 01:33 PM ESTIMATE NO. 58 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/11 R.E. NAME: SHOKROLLAHI, MO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKER EA 4.0000 57,600.00 51,167.000 204,668.00 (S) 024 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 168,000.00 17.000 136,000.00 025 TEMPORARY RAILING (TYPE K) M 80.0000 3,488,000.00 44,456.250 3,556,500.00 026 TEMPORARY CRASH CUSHION EA 400.0000 305,600.00 1,184.000 473,600.00 027 TEMPORARY TRAFFIC SCREEN M 8.0000 275,200.00 31,161.170 249,289.36 028 TEMPORARY RETAINING WALL M2 150.0000 738,000.00 5,310.000 796,500.00 029 ABANDON CULVERT M 30.0000 32,700.00 548.300 16,449.00 030 ABANDON INLET EA 500.0000 13,500.00 23.000 11,500.00 031 ABANDON MANHOLE EA 500.0000 1,000.00 1.000 500.00 032 ABANDON SEWER MANHOLE EA 500.0000 1,000.00 2.000 1,000.00 033 ABANDON SEWER PIPE M 50.0000 18,000.00 361.200 18,060.00 034 REMOVE CHAIN LINK FENCE M 3.0000 17,310.00 5,770.000 17,310.00 035 REMOVE WOOD BEAM GUARD RAILING M 20.0000 4,400.00 246.120 4,922.40 036 REMOVE TRAFFIC STRIPE M 2.0000 63,200.00 58,799.630 117,599.26 037 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 50.0000 400.00 161.230 8,061.50 038 REMOVE TRAFFIC STRIPE (YELLOW) M 4.0000 65,600.00 32,555.310 130,221.24 039 REMOVE PAVEMENT MARKER EA 1.0000 94,600.00 38,163.000 38,163.00 040 REMOVE ROADSIDE SIGN EA 100.0000 9,500.00 104.000 10,400.00 041 REMOVE SIGN STRUCTURE EA 5,000.0000 65,000.00 14.000 70,000.00 042 REMOVE SIGN FROM SIGN FRAME EA 2,500.0000 5,000.00 2.000 5,000.00 043 REMOVE BRIDGE MOUNTED SIGN EA 4,000.0000 16,000.00 4.000 16,000.00 044 REMOVE SLOTTED DRAIN M 140.0000 7,700.00 52.000 7,280.00 045 REMOVE CULVERT M 100.0000 55,000.00 457.590 45,759.00 046 REMOVE INLET EA 1,000.0000 56,000.00 53.000 53,000.00 047 REMOVE HEADWALL EA 2,000.0000 10,000.00 2.000 4,000.00 048 REMOVE SEWER MANHOLE EA 1,000.0000 6,000.00 5.000 5,000.00 049 REMOVE SEWER PIPE M 100.0000 12,000.00 24.100 2,410.00 PROGRAM CAS145 PAGE 3 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 01:33 PM ESTIMATE NO. 58 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/11 R.E. NAME: SHOKROLLAHI, MO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 051 SALVAGE METAL FENCE M 30.0000 7,800.00 320.000 9,600.00 052 SALVAGE METAL BEAM GUARD RAILING M 40.0000 140,400.00 4,334.310 173,372.40 053 RECONSTRUCT METAL BEAM GUARD RAILING M 100.0000 65,000.00 951.270 95,127.00 (WOOD POST) 054 RELOCATE METAL FENCE M 500.0000 1,000.00 2.000 1,000.00 055 ADJUST INLET EA 1,000.0000 29,000.00 24.000 24,000.00 056 ADJUST MANHOLE TO GRADE EA 1,000.0000 1,000.00 0.000 0.00 057 ADJUST SEWER MANHOLE TO GRADE EA 1,000.0000 2,000.00 1.000 1,000.00 058 MODIFY SEWER MANHOLE EA 5,000.0000 20,000.00 4.000 20,000.00 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 392,800.00 95,268.030 381,072.12 (S) 060 REMOVE CONCRETE (CURB AND GUTTER) M3 150.0000 63,000.00 377.620 56,643.00 061 REMOVE CONCRETE SIDEWALK M3 150.0000 16,500.00 162.970 24,445.50 062 REMOVE CONCRETE BARRIER M 50.0000 244,500.00 5,443.000 272,150.00 063 REMOVE CONCRETE ISLAND (PORTIONS) M3 200.0000 11,600.00 39.000 7,800.00 064 REMOVE CONCRETE M3 1,500.0000 6,000.00 10.000 15,000.00 (EXISTING SOUND WALL, PORTION) 065 SURVEY OF EXISTING NON-HIGHWAY LS 300,000.0000 300,000.00 1.000 300,000.00 FACILITIES 066 VIBRATION MONITORING LS 300,000.0000 300,000.00 1.000 300,000.00 067 CAP INLET EA 1,000.0000 13,000.00 13.000 13,000.00 068 BRIDGE REMOVAL, LOCATION A LS 400,000.0000 400,000.00 1.000 400,000.00 069 BRIDGE REMOVAL, LOCATION B LS 150,000.0000 150,000.00 1.000 150,000.00 070 CLEARING AND GRUBBING LS 225,000.0000 225,000.00 1.000 225,000.00 071 DEVELOP WATER SUPPLY LS 112,500.0000 112,500.00 1.000 112,500.00 072 ROADWAY EXCAVATION M3 25.0000 1,465,000.00 40,917.770 1,022,944.25 073 ROADWAY EXCAVATION (TYPE Z-2) M3 170.0000 1,154,300.00 5,135.150 872,975.50 (AERIALLY DEPOSITED LEAD) 074 ROADWAY EXCAVATION (TYPE Y-1) M3 25.0000 387,500.00 13,812.220 345,305.50 (AERIALLY DEPOSITED LEAD) 075 ROADWAY EXCAVATION (TYPE Y-2) M3 25.0000 81,000.00 3,138.000 78,450.00 (AERIALLY DEPOSITED LEAD) 076 LEAD COMPLIANCE PLAN LS 25,000.0000 25,000.00 1.000 25,000.00 PROGRAM CAS145 PAGE 4 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 01:33 PM ESTIMATE NO. 58 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/11 R.E. NAME: SHOKROLLAHI, MO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION M3 150.0000 97,500.00 645.600 96,840.00 078 STRUCTURE EXCAVATION (BRIDGE) M3 66.0000 93,390.00 4,219.800 278,506.80 (F) 079 STRUCTURE EXCAVATION (TYPE D) M3 20.0000 2,760.00 138.000 2,760.00 (F) 080 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.0000 18,816.00 1,344.000 18,816.00 (F) 081 STRUCTURE EXCAVATION (SOUND WALL) M3 110.0000 31,900.00 292.700 32,197.00 082 STRUCTURE EXCAVATION (LAGGING WALL) M3 680.0000 639,200.00 940.000 639,200.00 (F) 083 STRUCTURE EXCAVATION (TYPE Y-1) M3 110.0000 92,290.00 839.000 92,290.00 (F) (AERIALLY DEPOSITED LEAD) 084 STRUCTURE EXCAVATION (TYPE Y-2) M3 110.0000 17,820.00 162.000 17,820.00 (F) (AERIALLY DEPOSITED LEAD) 085 STRUCTURE EXCAVATION M3 110.0000 3,960.00 36.000 3,960.00 (F) (RETAINING WALL NO.9) 086 STRUCTURE EXCAVATION M3 110.0000 38,280.00 348.000 38,280.00 (F) (RETAINING WALL NO.10) 087 STRUCTURE EXCAVATION M3 110.0000 31,680.00 288.000 31,680.00 (F) (RETAINING WALL NO.11) 088 STRUCTURE BACKFILL M3 100.0000 17,000.00 213.900 21,390.00 089 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 207,680.00 5,192.000 207,680.00 (F) 090 STRUCTURE BACKFILL (LAGGING WALL) M3 80.0000 63,360.00 625.000 50,000.00 (F) 091 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 134,000.00 2,680.000 134,000.00 (F) 092 STRUCTURE BACKFILL (SOUND WALL) M3 80.0000 11,200.00 140.000 11,200.00 093 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 12,300.00 123.000 12,300.00 (F) WALL) 094 STRUCTURE BACKFILL M3 80.0000 2,480.00 31.000 2,480.00 (F) (RETAINING WALL NO.9) 095 STRUCTURE BACKFILL M3 80.0000 77,440.00 968.000 77,440.00 (F) (RETAINING WALL NO.10) 096 STRUCTURE BACKFILL M3 80.0000 80,800.00 1,010.000 80,800.00 (F) (RETAINING WALL NO.11) 097 PREVIOUS BACKFILL MATERIAL M3 100.0000 100.00 1.000 100.00 (F) (RETAINING WALL NO. 9) 098 PREVIOUS BACKFILL MATERIAL M3 100.0000 4,800.00 48.000 4,800.00 (F) (RETAINING WALL NO. 10) 099 PREVIOUS BACKFILL MATERIAL M3 100.0000 4,900.00 49.000 4,900.00 (F) (RETAINING WALL NO. 11) 100 SAND BACKFILL M3 200.0000 40,000.00 86.200 17,240.00 101 SAND BACKFILL (ABANDON SEWER) M3 200.0000 9,200.00 0.000 0.00 102 DITCH EXCAVATION M3 25.0000 9,500.00 0.000 0.00 103 EARTH RETAINING STRUCTURE, LOCATION A M2 1,000.0000 761,000.00 761.000 761,000.00 (F) PROGRAM CAS145 PAGE 5 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 01:33 PM ESTIMATE NO. 58 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/11 R.E. NAME: SHOKROLLAHI, MO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 EARTH RETAINING STRUCTURE, LOCATION B M2 1,000.0000 1,430,000.00 1,430.000 1,430,000.00 (F) 105 LIGHTWEIGHT FILL M3 100.0000 45,000.00 450.000 45,000.00 106 HIGHWAY PLANTING LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 107 EROSION CONTROL (NETTING) M2 7.5000 74,700.00 2,025.800 15,193.50 (S) 108 STRAW (EROSION CONTROL)(TYPE D) TONN 700.0000 3,500.00 11.680 8,176.00 (S) (SEED TYPE 1) 109 STRAW (EROSION CONTROL) (TYPE D) TONN 800.0000 4,000.00 0.000 0.00 (S) (SEED TYPE 2) 110 FIBER (EROSION CONTROL) KG 2.0000 9,560.00 5,757.140 11,514.28 (S) 111 FIBER ROLLS M 11.0000 35,860.00 2,835.330 31,188.63 (S) 112 DRAINAGE INLET PROTECTION EA 400.0000 6,800.00 8.000 3,200.00 (S) 113 COMPOST (EROSION CONTROL) M3 400.0000 7,200.00 23.290 9,316.00 (S) 114 FLARED END SECTION PROTECTION EA 500.0000 1,500.00 0.000 0.00 (S) 115 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 6,400.00 4.000 3,200.00 (S) 116 PURE LIVE SEED (EROSION CONTROL)(TYPE D) KG 120.0000 15,600.00 125.010 15,001.20 (S) (SEED TYPE 2) 117 PURE LIVE SEED (EROSION CONTROL)(TYPE D) KG 80.0000 5,200.00 101.380 8,110.40 (S) (SEED TYPE 1) 118 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 960.00 407.350 1,222.05 (S) 119 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 120 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 121 BIOLOGICAL MONITOR LS 100,000.0000 100,000.00 0.916 91,600.00 (S) 122 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 123 IRRIGATION SYSTEM LS 500,000.0000 500,000.00 1.000 500,000.00 (S) 124 WATER METER EA 10,300.0000 51,500.00 6.000 61,800.00 (S) 125 300 MM CORRUGATED HIGH DENSITY M 325.0000 20,475.00 73.560 23,907.00 POLYETHYLENE PIPE CONDUIT 126 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0.00 127 CLASS 4 AGGREGATE SUBBASE M3 40.0000 932,000.00 14,342.108 573,684.32 128 CLASS 3 AGGREGATE BASE M3 50.0000 1,305,000.00 17,605.424 880,271.20 129 SEAL RANDOM CRACKS LNKM 10,000.0000 40,000.00 0.000 0.00 130 ASPHALT CONCRETE (TYPE A) TONN 100.0000 8,010,000.00 62,955.179 6,295,517.90 PROGRAM CAS145 PAGE 6 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 01:33 PM ESTIMATE NO. 58 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/11 R.E. NAME: SHOKROLLAHI, MO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 ASPHALT CONCRETE (OPEN GRADED) TONN 80.0000 1,776,000.00 17,999.750 1,439,980.00 132 ASPHALT CONCRETE (LEVELING) TONN 100.0000 8,720,000.00 71,580.650 7,158,065.00 133 PAVEMENT REINFORCING FABRIC M2 2.0000 114,800.00 67,722.126 135,444.25 134 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 25,200.00 2,299.358 22,993.58 AREA) 135 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 30.0000 3,600.00 184.000 5,520.00 136 LIQUID ASPHALT (PRIME COAT) TONN 1.0000 150.00 0.000 0.00 137 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 540.00 2.140 2.14 138 CONCRETE PAVEMENT (WEIGH IN MOTION) M3 1,000.0000 450,000.00 489.260 489,260.00 (RAPID STRENGTH CONCRETE) 139 SEAL PAVEMENT JOINT M 50.0000 15,500.00 1,070.000 53,500.00 140 STEEL SOLDIER PILE (W460 X 158) M 340.0000 145,520.00 0.000 0.00 141 STEEL SOLDIER PILE (DOUBLE MC310 X 74) M 970.0000 1,503,500.00 0.000 0.00 142 760 MM DRILLED HOLE M 225.0000 1,149,300.00 3,680.000 828,000.00 (S) 143 STEEL SOLDIER PILE (W460 X 194) M 320.0000 1,247,360.00 3,897.000 1,247,040.00 144 FURNISH PILING (CLASS 400) M 110.0000 876,810.00 7,928.400 872,124.00 (ALTERNATIVE X, MOD) 145 DRIVE PILE (CLASS 400) EA 1,000.0000 1,608,000.00 1,597.000 1,597,000.00 (ALTERNATIVE X, MOD) 146 FURNISH PILING (CLASS 625) M 90.0000 14,940.00 166.000 14,940.00 (ALTERNATIVE V) 147 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 5,640.0000 50,760.00 9.000 50,760.00 (S) 148 FURNISH PILING (CLASS 625) M 145.0000 1,474,795.00 10,152.200 1,472,069.00 (ALTERNATIVE W) 149 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,250.0000 655,000.00 524.000 655,000.00 (S) 150 FURNISH PILING (CLASS 900) M 95.0000 116,185.00 1,223.000 116,185.00 (ALTERNATIVE X) 151 DRIVE PILE (CLASS 900)(ALTERNATIVE X) EA 1,250.0000 103,750.00 83.000 103,750.00 (S) 152 FURNISH PILING (CLASS 900) M 95.0000 104,120.00 1,362.000 129,390.00 (ALTERNATIVE X, MOD)(SOUND WALL) 153 DRIVE PILE (CLASS 900) EA 1,250.0000 85,000.00 82.000 102,500.00 (ALTERNATIVE X, MOD)(SOUND WALL) 154 FURNISH PILING (CLASS 400) M 110.0000 89,650.00 815.000 89,650.00 (ALTERNATIVE W) 155 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 2,000.0000 100,000.00 50.000 100,000.00 (S) 156 PRESTRESSING CAST-IN-PLACE CONCRETE LS 145,000.0000 145,000.00 1.000 145,000.00 (S) 157 TIEBACK ANCHOR EA 3,000.0000 489,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 01:33 PM ESTIMATE NO. 58 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/11 R.E. NAME: SHOKROLLAHI, MO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 668,250.00 891.000 668,250.00 (F) 159 STRUCTURAL CONCRETE, BRIDGE M3 1,050.0000 3,328,500.00 3,170.000 3,328,500.00 (F) 160 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 739,200.00 1,350.000 742,500.00 (F) 161 STRUCTURAL CONCRETE, RAMP M3 1,500.0000 730,500.00 489.000 733,500.00 (F) 162 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 1,035,200.00 2,588.000 1,035,200.00 (F) 163 STRUCTURAL CONCRETE, APPROACH SLAB M3 630.0000 128,520.00 204.000 128,520.00 (F) (TYPE N) 164 STRUCTURAL CONCRETE M3 610.0000 11,590.00 19.000 11,590.00 (F) (RETAINING WALL NO.9) 165 STRUCTURAL CONCRETE) M3 550.0000 120,450.00 219.000 120,450.00 (F) (RETAINING WALL NO.10) 166 STRUCTURAL CONCRETE M3 590.0000 116,230.00 197.000 116,230.00 (F) (RETAINING WALL NO.11) 167 CLASS 3 CONCRETE (BACKFILL) M3 280.0000 610,680.00 1,530.000 428,400.00 (F) 168 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 454,000.00 225.525 451,050.00 (F) 169 CLASS I CONCRETE (DRAINAGE STRUCTURES) M3 1,000.0000 907,000.00 239.500 239,500.00 (F) 170 MINOR CONCRETE (SOUND WALL) M3 710.0000 146,970.00 245.000 173,950.00 (F) 171 MINOR CONCRETE (BACKFILL) M3 200.0000 11,400.00 56.480 11,296.00 172 ARCHITECTURAL SURFACE (STONE) M3 1,050.0000 1,170,750.00 1,115.000 1,170,750.00 (F) 173 CONCRETE SURFACE TEXTURE (STONE) M2 40.0000 17,280.00 432.000 17,280.00 (F) 174 FRACTURED RIB TEXTURE M2 100.0000 94,400.00 944.000 94,400.00 (F) 175 FRACTURED RIB TEXTURE M2 40.0000 10,560.00 264.000 10,560.00 (F) (RETAINING WALL NO.10) 176 FRACTURED RIB TEXTURE M2 40.0000 10,240.00 256.000 10,240.00 (F) (RETAINING WALL NO.11) 177 FURNISH PRECAST PRESTRESSED CONCRETE EA 70,000.0000 140,000.00 2.000 140,000.00 (S) BATHTUB GIRDER (30M - 35M) 178 FURNISH PRECAST PRESTRESSED CONCRETE EA 80,000.0000 160,000.00 2.000 160,000.00 (S) BATHTUB GIRDER (35M - 40M) 179 ERECT PRECAST PRESTRESSED CONCRETE EA 7,500.0000 30,000.00 4.000 30,000.00 (S) GIRDER 180 PRECAST CONCRETE BOX CULVERT M 5,000.0000 110,000.00 11.500 57,500.00 (2.7M X 1.5M) 181 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 250.0000 2,720,000.00 10,880.000 2,720,000.00 182 JOINT SEAL (MR 30 MM) M 150.0000 1,350.00 17.400 2,610.00 (S) 183 JOINT SEAL ASSEMBLY (MR 90 MM) M 350.0000 2,800.00 8.000 2,800.00 (S) 184 JOINT SEAL (MR 50 MM) M 200.0000 15,400.00 77.000 15,400.00 (S) PROGRAM CAS145 PAGE 8 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 01:33 PM ESTIMATE NO. 58 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/11 R.E. NAME: SHOKROLLAHI, MO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 1,100,019.00 647,070.000 1,100,019.00 (SF) 186 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 183,600.00 92,088.000 184,176.00 (SF) 187 BAR REINFORCING STEEL (BARRIER SLAB) KG 2.2000 483,494.00 219,770.000 483,494.00 (SF) 188 BAR REINFORCING STEEL (RAMP) KG 2.0000 304,000.00 152,000.000 304,000.00 (SF) 189 BAR REINFORCING STEEL KG 2.0000 62,644.00 28,642.790 57,285.58 (DRAINAGE STRUCTURE) 190 BAR REINFORCING STEEL KG 3.0000 2,382.00 794.000 2,382.00 (RETAINING WALL NO.9) 191 BAR REINFORCING STEEL KG 1.0000 38,710.00 38,710.000 38,710.00 (RETAINING WALL NO.10) 192 BAR REINFORCING STEEL KG 1.0000 37,465.00 37,465.000 37,465.00 (RETAINING WALL NO.11) 193 FURNISH SIGN STRUCTURE (TRUSS) KG 21.0000 1,791,951.00 85,331.000 1,791,951.00 (F) 194 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 85,331.00 85,331.000 85,331.00 (F) 195 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED) KG 38.0000 112,556.00 8,707.000 330,866.00 (F) 196 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED) KG 9.0000 26,658.00 8,707.000 78,363.00 (F) 197 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 130.0000 58,370.00 343.759 44,688.67 198 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 6,890.00 61.598 8,007.74 (1.6 MM-UNFRAMED) 199 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 10,050.00 66.130 9,919.50 (2.0 MM-UNFRAMED) 200 FURNISH SINGLE SHEET ALUMINUM SIGN M2 170.0000 3,400.00 21.700 3,689.00 (1.6 MM-FRAMED) 201 FURNISH SINGLE SHEET ALUMINUM SIGN M2 180.0000 3,600.00 22.070 3,972.60 (2.0 MM-FRAMED) 202 1500 MM CIDH CONCRETE PILE M 5,500.0000 869,000.00 157.850 868,175.00 (SIGN FOUNDATION) 203 METAL (BARRIER MOUNTED SIGN) KG 30.0000 121,500.00 3,806.900 114,207.00 204 ROADSIDE SIGN - ONE POST EA 300.0000 20,700.00 75.000 22,500.00 205 ROADSIDE SIGN - TWO POST EA 500.0000 3,000.00 21.000 10,500.00 206 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,400.00 21.000 4,200.00 METHOD) 207 INSTALL SIGN AT PEDESTRIAN BARRICADE EA 100.0000 300.00 6.000 600.00 208 INSTALL FRAMED SIGN PANEL EA 3,000.0000 3,000.00 1.000 3,000.00 209 TIMBER LAGGING M3 880.0000 366,960.00 179.000 157,520.00 (F) 210 CLEAN AND PAINT STEEL SOLDIER PILES LS 260,000.0000 260,000.00 0.620 161,200.00 (S) 211 450 MM ALTERNATIVE PIPE CULVERT M 400.0000 1,756,000.00 3,886.360 1,554,544.00 PROGRAM CAS145 PAGE 9 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 01:33 PM ESTIMATE NO. 58 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/11 R.E. NAME: SHOKROLLAHI, MO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 600 MM ALTERNATIVE PIPE CULVERT M 500.0000 180,000.00 337.960 168,980.00 213 900 MM ALTERNATIVE PIPE CULVERT M 500.0000 24,500.00 31.480 15,740.00 214 150 MM PVC WATER PIPE M 900.0000 279,000.00 324.400 291,960.00 (S) 215 305 MM PVC WATER PIPE M 1,000.0000 300,000.00 300.340 300,340.00 (S) 216 150 MM PVC WATER PIPE IN 305 MM STEEL M 1,000.0000 220,000.00 210.800 210,800.00 (S) CASING 217 305 MM PVC WATER PIPE IN 610 MM STEEL M 1,200.0000 264,000.00 220.000 264,000.00 (S) CASING 218 JACKED 610 MM STEEL PIPE WITH 305 MM PVC M 3,000.0000 174,000.00 45.300 135,900.00 (S) WATER PIPE 219 610 MM X 960 MM OVAL SHAPED APC M 600.0000 149,400.00 248.200 148,920.00 220 GRATED LINE DRAIN M 340.0000 1,513,000.00 4,068.220 1,383,194.80 221 450 MM GALVANIZED CSP RISER M 400.0000 1,600.00 3.200 1,280.00 (4.32 MM THICK) 222 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 850.0000 41,650.00 49.000 41,650.00 223 100 MM WELDED STEEL PIPE (2.67 MM THICK) M 150.0000 4,500.00 0.000 0.00 224 1200 MM WELDED STEEL PIPE (9.5 MM THICK) M 800.0000 140,000.00 141.500 113,200.00 225 JACKED 900 MM WELDED STEEL PIPE M 8,000.0000 1,520,000.00 183.600 1,468,800.00 226 JACKED 1200 MM WELDED STEEL PIPE M 9,000.0000 3,690,000.00 501.820 4,516,380.00 227 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 15,000.00 8.000 8,000.00 228 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 6,000.00 6.000 6,000.00 229 DRAINAGE MANHOLE EA 10,000.0000 30,000.00 6.000 60,000.00 230 150 MM SEWER PIPE (LATERAL) M 500.0000 8,000.00 21.000 10,500.00 (S) 231 300 MM SEWER PIPE M 500.0000 150,000.00 298.500 149,250.00 (S) 232 380 MM SEWER PIPE M 500.0000 96,000.00 185.500 92,750.00 233 675 MM SEWER PIPE M 1,000.0000 8,000.00 41.500 41,500.00 (S) 234 900 MM SEWER PIPE M 1,000.0000 34,000.00 0.000 0.00 (S) 235 SEWER MANHOLE M 2,000.0000 68,000.00 40.460 80,920.00 (S) 236 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 150.0000 16,350.00 109.000 16,350.00 237 ROCK SLOPE PROTECTION M3 500.0000 38,000.00 67.300 33,650.00 (BACKING NO. 2, METHOD B) 238 FILTER FABRIC M2 5.0000 2,055.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 01:33 PM ESTIMATE NO. 58 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/11 R.E. NAME: SHOKROLLAHI, MO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 ROCK SLOPE PROTECTION FABRIC M2 5.0000 5,335.00 247.800 1,239.00 240 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 523,900.00 1,009.070 655,895.50 CONSTRUCTION) 241 MINOR CONCRETE (GUTTER) M 200.0000 15,400.00 77.000 15,400.00 (F) 242 MINOR CONCRETE (STAMPED CONCRETE) M2 80.0000 94,800.00 1,139.180 91,134.40 243 MINOR CONCRETE (MEDIAN) M3 800.0000 32,000.00 40.000 32,000.00 (F) 244 MISCELLANEOUS IRON AND STEEL KG 4.0000 121,800.00 29,120.000 116,480.00 (SF) 245 MISCELLANEOUS METAL KG 15.0000 7,350.00 490.000 7,350.00 (SF)(RESTRAINER - CABLE TYPE) 246 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 28,950.00 588.160 8,822.40 247 MISCELLANEOUS METAL (LAGGING WALL) KG 6.0000 7,668.00 1,188.000 7,128.00 (SF) 248 BRIDGE DECK DRAINAGE SYSTEM KG 25.0000 47,500.00 1,900.000 47,500.00 (SF) 249 CHAIN LINK FENCE (TYPE CL-1.8) M 100.0000 25,600.00 240.950 24,095.00 250 CHAIN LINK FENCE (TYPE CL-1.2 MOD) M 100.0000 130,000.00 1,264.124 126,412.40 251 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 252 MEDIAN CONCRETE BARRIER MARKER EA 5.0000 4,550.00 989.000 4,945.00 253 DELINEATOR (CLASS 1) EA 50.0000 4,900.00 68.000 3,400.00 254 GUARD RAILING DELINEATOR EA 50.0000 900.00 25.000 1,250.00 255 OBJECT MARKER EA 50.0000 1,800.00 31.000 1,550.00 256 METAL RAILING M 150.0000 64,350.00 0.000 0.00 (SF) 257 METAL RAILING (BICYCLE) M 150.0000 34,050.00 0.000 0.00 (SF) 258 CHAIN LINK RAILING (TYPE 7) M 300.0000 87,900.00 293.000 87,900.00 (SF) 259 CHAIN LINK RAILING (TYPE 7L) M 400.0000 324,400.00 811.000 324,400.00 (SF) 260 PEDESTRIAN BARRICADE (TYPE 1) EA 100.0000 300.00 8.000 800.00 261 TUBULAR HANDRAILING M 160.0000 54,400.00 537.000 85,920.00 (SF) 262 CONCRETE BARRIER (TYPE 26) M 500.0000 102,000.00 234.000 117,000.00 263 CONCRETE BARRIER (TYPE 26 MODIFIED) M 500.0000 146,500.00 293.000 146,500.00 (F) 264 CONCRETE BARRIER (TYPE 26A MODIFIED) M 480.0000 152,640.00 318.000 152,640.00 (F) 265 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 870.0000 8,700.00 10.000 8,700.00 PROGRAM CAS145 PAGE 11 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 01:33 PM ESTIMATE NO. 58 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/11 R.E. NAME: SHOKROLLAHI, MO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 SINGLE THRIE BEAM BARRIER (WOOD POST) M 100.0000 11,700.00 91.800 9,180.00 267 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 160.0000 18,720.00 73.420 11,747.20 268 CABLE RAILING M 80.0000 2,560.00 32.000 2,560.00 (SF) 269 TRANSITION RAILING (TYPE STB) EA 4,000.0000 16,000.00 3.000 12,000.00 270 TRANSITION RAILING (TYPE WB) EA 4,000.0000 24,000.00 5.000 20,000.00 271 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 32,000.00 4.000 16,000.00 272 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 20,000.00 25.000 25,000.00 273 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,500.0000 9,000.00 6.000 9,000.00 274 END CAP (TYPE TC) EA 150.0000 300.00 1.000 150.00 275 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 52,500.00 23.000 57,500.00 276 CRASH CUSHION (REACT 9SCBS) EA 70,000.0000 210,000.00 3.000 210,000.00 277 CRASH CUSHION MODULE, SAND FILLED EA 300.0000 15,000.00 61.000 18,300.00 278 CONCRETE BARRIER (TYPE 60R) M 740.0000 101,380.00 84.473 62,510.02 279 CONCRETE BARRIER (TYPE 60) M 210.0000 720,300.00 3,512.502 737,625.42 280 CONCRETE BARRIER (TYPE 60C) M 360.0000 1,558,800.00 4,127.338 1,485,841.68 281 CONCRETE BARRIER (TYPE 60D) M 190.0000 36,100.00 0.000 0.00 282 CONCRETE BARRIER (TYPE 60E) M 700.0000 21,700.00 40.000 28,000.00 283 CONCRETE BARRIER (TYPE 80A) M 760.0000 497,800.00 655.000 497,800.00 (F) 284 CONCRETE BARRIER (TYPE 736A) M 270.0000 112,320.00 416.000 112,320.00 (F) 285 CONCRETE BARRIER (TYPE 736A MODIFIED) M 270.0000 196,830.00 729.000 196,830.00 (F) 286 CONCRETE BARRIER (TYPE 736SV MODIFIED) M 640.0000 43,520.00 68.000 43,520.00 (F) 287 CONCRETE BARRIER (TYPE 736SV) M 380.0000 1,290,480.00 3,362.400 1,277,712.00 (F) 288 PORTABLE CONCRETE BARRIER (TYPE 60K) M 210.0000 10,500.00 25.000 5,250.00 289 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 19,500.00 310.530 15,526.50 (S) 290 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 30,900.00 34,224.720 34,224.72 (S) 291 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 550.00 624.080 624.08 (S) 292 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,020.00 2,714.320 5,428.64 (S) PROGRAM CAS145 PAGE 12 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 01:33 PM ESTIMATE NO. 58 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/11 R.E. NAME: SHOKROLLAHI, MO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 293 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,420.00 4,649.920 9,299.84 (S) (BROKEN 3.66 M - 0.92 M) 294 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 92.00 81.100 81.10 (S) (BROKEN 5.18 M - 2.14 M) 295 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 130.00 0.000 0.00 (S) (BROKEN 4.22 M - 1.22 M) 296 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 143,408.00 0.000 0.00 297 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 125,540.00 24,339.000 48,678.00 298 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 125,415.00 9,194.000 45,970.00 299 SIGNAL & LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 300 SIGNAL & LIGHTING (LOCATION 2) LS 125,000.0000 125,000.00 1.000 125,000.00 (S) 301 SIGNAL & LIGHTING (LOCATION 3) LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 302 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 (S) (LOCATION 2) 303 SIGNAL AND LIGHTING (CITY LOCATION 1) LS 175,000.0000 175,000.00 1.000 175,000.00 (S) 304 SIGNAL AND LIGHTING (CITY LOCATION 2) LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 305 LIGHTING (CITY STREET) LS 225,000.0000 225,000.00 1.000 225,000.00 (S) 306 LIGHTING (STAGE CONSTRUCTION) LS 350,000.0000 350,000.00 1.000 350,000.00 (S) 307 LIGHTING LS 125,000.0000 125,000.00 1.000 125,000.00 (S) (BROADWAY AVE PEDESTRIAN OVERCROSSING) 308 LIGHTING LS 100,000.0000 100,000.00 1.000 100,000.00 (S) (MONTE DIABLO PEDESTRIAN OVERCROSSING) 309 LIGHTING AND SIGN ILLUMINATION LS 600,000.0000 600,000.00 1.000 600,000.00 (S) 310 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 (S) (CITY LOCATION 1) 311 EMERGENCY VEHICLE DETECTION SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 (S) (CITY LOCATION 2) 312 INTERCONNECTION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 313 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 1.000 5,000.00 (S) (CITY LOCATION 1) 314 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 1.000 10,000.00 (S) (CITY LOCATION 2) 315 ELECTRIC SERVICE (IRRIGATION) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) (CITY LOCATION 3) 316 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 1.000 25,000.00 (S) (CITY LOCATION 4) 317 CAMERA UNIT EA 10,000.0000 10,000.00 0.000 0.00 (S) 318 PAN/TILT UNIT EA 5,000.0000 5,000.00 0.000 0.00 (S) 319 CAMERA CONTROL UNIT EA 5,000.0000 5,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 13 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 01:33 PM ESTIMATE NO. 58 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/11 R.E. NAME: SHOKROLLAHI, MO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 320 VIDEO ENCODER UNIT EA 25,000.0000 25,000.00 0.000 0.00 (S) 321 GENERAL PACKET RADIO SYSTEM WIRELESS EA 1,000.0000 14,000.00 14.000 14,000.00 (S) MODEM 322 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 323 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 324 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 325 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 326 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 327 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 328 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 329 TRAFFIC OPERATIONS SYSTEM (LOCATION 8) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 330 TRAFFIC OPERATIONS SYSTEM (LOCATION 9) LS 125,000.0000 125,000.00 1.000 125,000.00 (S) 331 TRAFFIC OPERATIONS SYSTEM (LOCATION 10) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 332 TRAFFIC OPERATIONS SYSTEM (LOCATION 11) LS 125,000.0000 125,000.00 1.000 125,000.00 (S) 333 TRAFFIC OPERATIONS SYSTEM (LOCATION 12) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 334 TRAFFIC OPERATIONS SYSTEM (LOCATION 13) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 335 TRAFFIC OPERATIONS SYSTEM (LOCATION 14) LS 175,000.0000 175,000.00 1.000 175,000.00 (S) 336 WEIGH-IN-MOTION SYSTEM LS 375,000.0000 375,000.00 1.000 375,000.00 (S) 337 FIBER OPTIC SYSTEM LS 600,000.0000 600,000.00 1.000 600,000.00 (S) 338 INTEGRATED SERVICES DIGITAL NETWORK EA 1,200.0000 1,200.00 1.000 1,200.00 (S) TERMINAL ADAPTER (ISDNTA) PROGRAM CAS145 PAGE 14 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264204 TIME 01:33 PM ESTIMATE NO. 58 BID OPENING 11/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/28/11 R.E. NAME: SHOKROLLAHI, MO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 101,024,406.71 ADJUSTMENT OF COMPENSATION 0.00 3,881,435.48 EXTRA WORK 23,532.77 13,393,720.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 23,532.77 118,299,562.90 339 MOBILIZATION LS 0.0000 12,000,000.00 1.000 12,000,000.00 ORIGINAL CONTRACT AMOUNT 120,627,100.00 TOTAL WORK COMPLETED 23,532.77 130,299,562.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -22,280.00 TOTAL 23,532.77 130,277,282.90 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 03/16/07 650 04/09/07 04/02/07 10/28/11 706 188 56 0 100% 100% SHOKROLLAHI, MO RESIDENT ENGINEER PROGRAM CAS145 DATE 11/09/11