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 09/22/11 EST. NO.16 TIME 07:08 AM R.E. NAME: SCHNEIDER, JOLIE 04-228594 --------------------------------------------------------------------------- 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 0023 1,034.55 E.W. @ F.A.(+) 092310 N 0062.0 0028 1,094.38 112310 N 0272.0 0057 1,634.01 120310 N 0277.0 0104 611.56 042911 N 0735.0 0129 298.36 081011 N 0971.0 0130 728.34 120310 N 0456.1 003 0007 1,295.33 E.W. @ F.A.(+) 082211 N 0974.0 0008 600.00 082211 N 0983.0 004 0002-7 -180,606.21 A.C. @ U.P.(+) 112010 N 656016 DAO CORRECTING ENTRY 0002-8 200,958.87 112010 N 656016 DAO CORRECTING ENTRY 006 0209 3,961.94 E.W. @ F.A.(+) 060211 N 0853.0 007 0029 215.38 E.W. @ F.A.(+) 062911 N 0892.0 016 0057 322.13 E.W. @ F.A.(+) 063011 N 0894.0 027 0001 1,343.52 E.W. @ F.A.(+) 081211 N RE 1 0 038 0040-1 -716.19 E.W. @ F.A.(+) 042011 N 0808.0 DAO CORRECTING ENTRY 0040-2 635.51 042011 N 0808.0 DAO CORRECTING ENTRY 047 0011 9,509.24 E.W. @ F.A.(+) 071811 N 0934.0 0012 16,086.51 071911 N 0935.0 0013 12,322.77 071511 N 0975.0 049 0003 2,542.34 E.W. @ F.A.(+) 042911 N 0736.0 054 0030 498.44 E.W. @ F.A.(+) 070811 N 0924.0 0031 1,466.93 070811 N 0925.0 0032 149.18 080411 N 0940.0 063 0001 2,400.58 E.W. @ F.A.(+) 051111 N 0784.0 068 0001 3,443.54 E.W. @ F.A.(+) 062711 N 0905.0 0002 781.91 062711 N 0907.0 0003 4,724.34 062811 N 0908.0 0004 2,225.86 062911 N 0910.0 0005 1,422.42 070111 N 0912.0 0006 3,200.85 062411 N 0913.0 94,186.39 TOTAL THIS ESTIMATE 1,423,650.86 TOTAL PREVIOUS ESTIMATE 1,517,837.25 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 09/22/11 EST. NO.16 TIME 07:08 AM R.E. NAME: SCHNEIDER, JOLIE 04-228594 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LC PU 5/26/11 -24,000.00 13 LATE LC PU 6/7/11 -3,000.00 13 0.00 -27,000.00 TOTAL DEDUCTIONS 0.00 -27,000.00 PROGRAM CAS145 PAGE 1 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 LOCATION PROGRESS ESTIMATE 04-CC-4-23.5/26.1 ----------------- MIKE LOVELACE IN CONTRA COSTA COUNTY IN PITTSBURG OC JONES AND SONS, INC AND ANTIOCH FROM 0.9 KM WEST OF 1520 FOURTH STREET LOVERIDGE ROAD OVERCROSSING TO 0.3 BERKELEY CA 94710 KM WEST OF SOMERSVILLE ROAD UC FED. AID NO. HPLU-6204(87)N ,L-6204(87)N ,NCII-6204(88)N WIDEN HIGHWAY AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.500 2,500.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,750.00 1.000 250.00 003 TIME-RELATED OVERHEAD WDAY 1,100.0000 825,000.00 21.000 23,100.00 254.000 279,400.00 004 TEMPORARY FENCE (TYPE CL-1.8) M 19.0000 66,690.00 1,625.500 30,884.50 005 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 42.0000 47,040.00 1,129.700 47,447.40 006 TEMPORARY FENCE (TYPE CL-1.8) M 26.0000 7,280.00 0.000 0.00 (LEFT IN PLACE) 007 TEMPORARY FENCE (TYPE ESA) M 16.0000 2,240.00 331.480 5,303.68 008 JACKING SUPERSTRUCTURE (LOCATION A) LS 30,000.0000 30,000.00 0.000 0.00 009 300 MM TEMPORARY CULVERT M 165.0000 42,900.00 55.500 9,157.50 118.750 19,593.75 010 TEMPORARY JACKED 450 MM REINFORCED M 1,500.0000 33,000.00 17.375 26,062.50 CONCRETE PIPE 011 450 MM TEMPORARY CULVERT M 175.0000 63,000.00 356.600 62,405.00 012 600 MM TEMPORARY CULVERT M 215.0000 43,000.00 97.200 20,898.00 013 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.028 2,800.00 0.339 33,900.00 014 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.600 1,800.00 PREVENTION PLAN 015 DEWATERING AND NON-STORMWATER DISCHARGE LS 30,000.0000 30,000.00 0.028 840.00 0.339 10,170.00 CONTROL 016 TEMPORARY FIBER ROLL M 5.7500 59,800.00 3,838.940 22,073.91 017 TEMPORARY SILT FENCE M 5.0000 29,750.00 45.720 228.60 2,950.790 14,753.95 018 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 18,000.00 3.000 4,500.00 019 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 24,000.00 22.500 45,000.00 020 TEMPORARY COVER M2 2.5000 11,000.00 100.000 250.00 021 TEMPORARY CHECK DAM M 15.0000 7,500.00 384.960 5,774.40 022 MOVE-IN/MOVE-OUT EA 650.0000 6,500.00 2.000 1,300.00 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 29,250.00 17.000 3,825.00 184.000 41,400.00 024 TEMPORARY CREEK DIVERSION SYSTEM EA 20,000.0000 100,000.00 3.000 60,000.00 025 TEMPORARY HYDRAULIC MULCH M2 1.1000 52,140.00 63,694.000 70,063.40 (BONDED FIBER MATRIX) 026 STREET SWEEPING LS 100,000.0000 100,000.00 0.028 2,800.00 0.339 33,900.00 027 TEMPORARY BULKHEAD (STORAGE BOX) EA 10,000.0000 10,000.00 0.000 0.00 028 PARTIAL INLET WITH TEMPORARY COVER EA 1,500.0000 1,500.00 1.000 1,500.00 029 GEOSYNTHETIC CLAY LINER M2 12.0000 31,200.00 0.000 0.00 030 TEMPORARY BULKHEAD (BOX CULVERT) EA 5,000.0000 15,000.00 1.000 5,000.00 031 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.350 21,000.00 032 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.028 9,800.00 0.339 118,650.00 033 TYPE III BARRICADE EA 50.0000 2,700.00 6.000 300.00 034 TEMPORARY PAVEMENT MARKING (PAINT) M2 8.0000 5,040.00 118.520 948.16 035 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 29,100.00 543.000 325.80 11,750.120 7,050.07 036 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 30,600.00 373.000 11,190.00 037 TEMPORARY PAVEMENT MARKER EA 4.0000 16,200.00 599.000 2,396.00 038 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 16,000.00 3.000 3,000.00 039 PORTABLE CHANGEABLE MESSAGE SIGN EA 4,000.0000 40,000.00 3.000 12,000.00 040 TEMPORARY RAILING (TYPE K) M 16.0000 462,400.00 708.000 11,328.00 10,322.330 165,157.28 041 TEMPORARY CRASH CUSHION MODULE EA 125.0000 41,750.00 198.000 24,750.00 042 ABANDON CULVERT EA 1,000.0000 11,000.00 3.000 3,000.00 043 ABANDON STORAGE BOX LS 5,000.0000 5,000.00 0.500 2,500.00 044 ABANDON PUMP STATION LS 6,000.0000 6,000.00 1.000 6,000.00 045 ABANDON DRAINAGE STRUCTURE EA 1,000.0000 2,000.00 0.000 0.00 046 ABANDON MANHOLE EA 1,000.0000 3,000.00 0.000 0.00 047 ABANDON SEWER PIPE EA 800.0000 5,600.00 0.000 0.00 048 CLEAN DRAINAGE FACILITY EA 2,000.0000 6,000.00 0.000 0.00 049 ABANDON WATER WELL EA 1,500.0000 7,500.00 3.000 4,500.00 PROGRAM CAS145 PAGE 3 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CHAIN LINK FENCE M 6.0000 38,520.00 3,298.980 19,793.88 051 REMOVE HANDRAIL M 60.0000 360.00 0.000 0.00 052 REMOVE SLIDE HEADGATE LS 1,500.0000 1,500.00 1.000 1,500.00 053 REMOVE AUTOMATIC DRAINAGE GATE EA 300.0000 600.00 0.000 0.00 054 REMOVE CHAIN LINK GATE EA 200.0000 800.00 0.000 0.00 055 REMOVE METAL BEAM GUARD RAILING M 15.0000 58,950.00 2,399.000 35,985.00 056 REMOVE FLARED END SECTION EA 500.0000 1,500.00 2.000 1,000.00 057 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5000 14,775.00 0.000 0.00 STRIPE 058 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 11,460.00 170.000 255.00 3,159.310 4,738.97 059 REMOVE PAINTED PAVEMENT MARKING M2 23.0000 9,430.00 0.000 0.00 060 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 13,875.00 371.700 557.55 061 REMOVE PAVEMENT MARKER EA 0.5000 14,205.00 795.000 397.50 062 REMOVE ROADSIDE SIGN EA 75.0000 8,250.00 0.000 0.00 063 REMOVE EXTINGUISHABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.000 0.00 SYSTEM 064 REMOVE SIGN TOWER STRUCTURE LS 10,000.0000 10,000.00 1.000 10,000.00 065 REMOVE OVERSIDE DRAIN EA 350.0000 4,550.00 8.000 2,800.00 066 REMOVE CULVERT EA 950.0000 86,450.00 2.000 1,900.00 30.000 28,500.00 067 REMOVE INLET EA 800.0000 59,200.00 3.000 2,400.00 24.000 19,200.00 068 REMOVE UNDERDRAIN SYSTEM M 120.0000 72,000.00 0.000 0.00 069 REMOVE EDGE DRAIN SYSTEM M 23.0000 82,800.00 923.500 21,240.50 070 REMOVE MANHOLE EA 800.0000 4,000.00 1.000 800.00 071 REMOVE RETAINING WALL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000.00 072 REMOVE RETAINING WALL (LOCATION A) LS 24,000.0000 24,000.00 0.980 23,520.00 073 REMOVE RETAINING WALL (LOCATION B) LS 12,000.0000 12,000.00 1.000 12,000.00 074 REMOVE CONCRETE MASONRY BLOCK WALL LS 30,000.0000 30,000.00 0.665 19,950.00 075 REMOVE RAILROAD TRACK M 1.0000 990.00 809.000 809.00 076 REMOVE RAILROAD CROSSING GATES LS 12,000.0000 12,000.00 0.100 1,200.00 PROGRAM CAS145 PAGE 4 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE BASE AND SURFACING M3 17.0000 406,300.00 22.660 385.22 2,390.750 40,642.75 078 SALVAGE METAL BRIDGE RAILING M 50.0000 6,950.00 0.000 0.00 079 RELOCATE HYDRANT EA 4,200.0000 25,200.00 3.000 12,600.00 080 REMOVE HYDRANT EA 1,000.0000 2,000.00 0.000 0.00 081 REMOVE BOLLARD EA 250.0000 1,000.00 2.000 500.00 082 RELOCATE ROADSIDE SIGN-ONE POST EA 125.0000 4,125.00 0.000 0.00 083 RELOCATE ROADSIDE SIGN-TWO POST EA 200.0000 2,400.00 1.000 200.00 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 085 RELOCATE CHANGEABLE MESSAGE SIGN EA 7,500.0000 15,000.00 2.000 15,000.00 STRUCTURE 086 ADJUST DRAINAGE STRUCTURE M 1,500.0000 9,000.00 0.000 0.00 087 ADJUST FRAME AND COVER TO GRADE EA 500.0000 5,500.00 0.000 0.00 088 ADJUST FRAME AND GRATE TO GRADE EA 1,200.0000 1,200.00 0.000 0.00 089 ADJUST UTILITY COVER TO GRADE EA 1,500.0000 3,000.00 0.000 0.00 090 MODIFY SEWER MANHOLE EA 1,500.0000 3,000.00 0.000 0.00 091 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.8000 63,840.00 2,593.000 7,260.40 092 REMOVE CONCRETE M3 90.0000 164,700.00 42.010 3,780.90 989.750 89,077.50 093 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 10,800.00 0.000 0.00 094 REMOVE CONCRETE BARRIER (TYPE 50) M 36.0000 46,080.00 237.000 8,532.00 095 REMOVE ROCK SLOPE PROTECTION M3 25.0000 1,300.00 52.000 1,300.00 096 CAP INLET EA 1,000.0000 1,000.00 0.000 0.00 097 CAP DRAINAGE STRUCTURE EA 1,500.0000 6,000.00 2.000 3,000.00 098 REMOVE STEEL RAILING M 20.0000 1,280.00 0.000 0.00 099 BRIDGE REMOVAL, LOCATION A LS 125,000.0000 125,000.00 0.150 18,750.00 100 BRIDGE REMOVAL, LOCATION B LS 100,000.0000 100,000.00 0.000 0.00 101 BRIDGE REMOVAL, LOCATION C LS 140,000.0000 140,000.00 0.000 0.00 102 BRIDGE REMOVAL, LOCATION D LS 100,000.0000 100,000.00 0.000 0.00 103 CLEARING AND GRUBBING LS 75,000.0000 75,000.00 1.000 75,000.00 PROGRAM CAS145 PAGE 5 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.028 700.00 0.339 8,475.00 105 ROADWAY EXCAVATION M3 8.5000 1,368,500.00 362.390 3,080.32 105,863.040 899,835.84 106 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 107 STRUCTURE EXCAVATION (BRIDGE) M3 65.0000 640,900.00 4,905.000 318,825.00 (F) 108 STRUCTURE EXCAVATION (RETAINING WALL) M3 16.0000 212,144.00 3,528.000 56,448.00 8,373.000 133,968.00 (F) 109 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 394,550.00 432.000 28,080.00 1,452.000 94,380.00 (F) 110 STRUCTURE BACKFILL (RETAINING WALL) M3 47.0000 459,519.00 2,962.000 139,214.00 (F) 111 PERVIOUS BACKFILL MATERIAL M3 100.0000 23,200.00 21.780 2,178.00 (F) 112 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 28,350.00 199.000 13,930.00 (F) WALL) 113 SAND BACKFILL M3 150.0000 8,850.00 7.000 1,050.00 114 SLURRY CEMENT BACKFILL M3 200.0000 24,200.00 0.000 0.00 115 DITCH EXCAVATION M3 35.0000 14,000.00 266.400 9,324.00 116 EARTH RETAINING STRUCTURE, LOCATION A M2 400.0000 1,400,000.00 175.000 70,000.00 3,325.000 1,330,000.00 (F) 117 EARTH RETAINING STRUCTURE, LOCATION B M2 425.0000 1,041,250.00 455.000 193,375.00 700.000 297,500.00 (F) 118 EARTH RETAINING STRUCTURE, LOCATION C M2 400.0000 1,182,000.00 2,955.000 1,182,000.00 (F) 119 IMPORTED BORROW M3 0.2500 3,750.00 0.000 0.00 120 HIGHWAY PLANTING LS 75,000.0000 75,000.00 0.042 3,150.00 0.533 39,975.00 121 IMPORTED TOPSOIL M3 48.0000 120,000.00 171.300 8,222.40 122 IMPORTED TOPSOIL SOIL TEST LS 500.0000 500.00 1.000 500.00 123 EROSION CONTROL (TYPE D) M2 0.1000 8,800.00 19,932.000 1,993.20 124 EROSION CONTROL (NETTING) M2 2.5000 57,750.00 0.000 0.00 125 FIBER ROLLS M 6.5000 17,615.00 682.480 4,436.12 126 DRAINAGE INLET PROTECTION EA 275.0000 9,350.00 0.000 0.00 (EROSION CONTROL) 127 CHECK DAM (EROSION CONTROL) M 16.0000 2,080.00 42.000 672.00 128 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 650.0000 4,550.00 1.000 650.00 129 PLANT (GROUP M) EA 7.0000 20,370.00 0.000 0.00 130 SEEDING KG 1,250.0000 2,500.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 MAINTAIN EXISTING PLANTED AREAS LS 15,000.0000 15,000.00 0.100 1,500.00 0.250 3,750.00 132 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.040 200.00 133 IRRIGATION SYSTEM LS 150,000.0000 150,000.00 0.105 15,750.00 0.794 119,100.00 134 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 15,600.00 60.000 9,000.00 (F) 135 WATER METER EA 95,000.0000 285,000.00 0.000 0.00 136 200 MM CORRUGATED HIGH DENSITY M 150.0000 106,500.00 58.500 8,775.00 POLYETHYLENE PIPE CONDUIT 137 75 MM GALVANIZED STEEL PIPE WATER LINE M 75.0000 3,300.00 0.000 0.00 138 50 MM SPRINKLER CONTROL CONDUIT M 75.0000 3,300.00 0.000 0.00 139 LIME TONN 150.0000 552,000.00 659.170 98,875.50 140 LIME STABILIZATION M2 1.6500 174,900.00 16,986.830 28,028.27 141 CLASS 4 AGGREGATE SUBBASE M3 20.0000 268,400.00 1,716.210 34,324.20 142 CLASS 3 AGGREGATE BASE M3 35.0000 687,750.00 324.040 11,341.40 2,138.500 74,847.50 143 HOT MIX ASPHALT TONN 75.0000 6,825,000.00 1,999.230 149,942.25 29,256.300 2,194,222.50 144 HOT MIX ASPHALT (BASE LEVELING) TONN 90.0000 75,600.00 1,406.290 126,566.10 145 DATA CORE LS 10,000.0000 10,000.00 0.000 0.00 146 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 6.0000 180.00 0.000 0.00 147 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 6.0000 564.00 21.000 126.00 148 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 6.0000 11,880.00 144.770 868.62 149 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 6.0000 960.00 103.100 618.60 150 PLACE HOT MIX ASPHALT M2 24.0000 11,760.00 213.000 5,112.00 (MISCELLANEOUS AREA) 151 TACK COAT TONN 650.0000 91,000.00 18.990 12,343.50 22.000 14,300.00 152 CONCRETE PAVEMENT M3 215.0000 6,839,150.00 1,791.000 385,065.00 8,413.550 1,808,913.25 153 SEAL PAVEMENT JOINT M 3.7500 217,500.00 4,174.350 15,653.81 15,386.140 57,698.03 154 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 158,500.00 316.800 158,400.00 PILING 155 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 1,031,200.00 42.250 16,900.00 1,286.480 514,592.00 PILING 156 1.6 M CAST-IN-DRILLED HOLE CONCRETE M 2,500.0000 17,500.00 7.390 18,475.00 PILING 157 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 650.0000 137,150.00 0.000 0.00 PILING PROGRAM CAS145 PAGE 7 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH PILING (CLASS 900 MODIFIED) M 85.0000 98,770.00 0.000 0.00 159 DRIVE PILE (CLASS 900 MODIFIED) EA 1,000.0000 64,000.00 0.000 0.00 160 FURNISH PILING (CLASS 625) M 60.0000 486,540.00 4,687.550 281,253.00 (ALTERNATIVE "X") 161 DRIVE PILE (CLASS 625) (ALTERNATIVE "X") EA 1,100.0000 663,300.00 350.000 385,000.00 162 FURNISH PILING (CLASS 400) M 54.0000 169,884.00 1,833.100 98,987.40 1,833.100 98,987.40 (ALTERNATIVE "X") 163 DRIVE PILE (CLASS 400) (ALTERNATIVE "X") EA 800.0000 229,600.00 166.000 132,800.00 166.000 132,800.00 164 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 140.0000 424,200.00 3,030.000 424,200.00 PILING (SOUND WALL) 165 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 380.0000 37,620.00 99.000 37,620.00 PILING (SOUND WALL) 166 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 200.0000 217,600.00 0.000 0.00 PILING (360 MM) 167 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 0.100 35,000.00 168 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 728,400.00 873.000 261,900.00 (F) 169 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 4,391,400.00 382.000 248,300.00 1,360.000 884,000.00 (F) 170 STRUCTURAL CONCRETE, SIGN POST SUPPORT M3 680.0000 26,520.00 23.500 15,980.00 (F) 171 STRUCTURAL CONCRETE, RETAINING WALL M3 460.0000 1,400,240.00 1,109.000 510,140.00 (F) 172 STRUCTURAL CONCRETE, SOUND WALL M3 700.0000 212,800.00 294.900 206,430.00 173 STRUCTURAL CONCRETE, BARRIER SLAB M3 330.0000 960,300.00 188.000 62,040.00 1,123.000 370,590.00 (F) 174 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 44,800.00 0.000 0.00 (F) 175 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 211,200.00 0.000 0.00 (F) (TYPE N) 176 CLASS 2 CONCRETE (BOX CULVERT) M3 700.0000 651,000.00 468.740 328,118.00 177 CLASS 2 CONCRETE (HEADWALL) M3 650.0000 188,500.00 122.380 79,547.00 178 MINOR CONCRETE (MINOR STRUCTURE) M3 950.0000 603,250.00 24.870 23,626.50 366.460 348,137.00 (F) 179 MINOR CONCRETE (BACKFILL) M3 200.0000 28,000.00 80.060 16,012.00 180 ORNAMENTAL LOGO EA 2,000.0000 12,000.00 0.000 0.00 (F) 181 FRACTURED RIB TEXTURE M2 90.0000 211,860.00 1,005.000 90,450.00 (F) 182 SOUND WALL (MASONRY BLOCK) M2 142.0000 446,448.00 1,814.000 257,588.00 (F) 183 CONCRETE MASONRY BLOCK WALL M2 200.0000 1,800.00 0.000 0.00 184 JOINT SEAL (MR 25 MM) M 100.0000 15,600.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 JOINT SEAL ASSEMBLY (MR 70 MM) M 750.0000 45,750.00 0.000 0.00 186 JOINT SEAL (MR 50 MM) M 200.0000 12,800.00 0.000 0.00 187 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 2,436,457.60 72,580.000 116,128.00 349,408.000 559,052.80 (F) 188 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7500 324,751.00 54,166.000 94,790.50 (F) 189 BAR REINFORCING STEEL KG 3.0000 10,200.00 2,147.500 6,442.50 (F) (SIGN POST SUPPORT) 190 BAR REINFORCING STEEL (SOUND WALL) KG 1.0000 25,200.00 24,331.000 24,331.00 191 BAR REINFORCING STEEL (BARRIER SLAB) KG 1.8000 312,300.00 11,062.500 19,912.50 65,760.000 118,368.00 (F) 192 BAR REINFORCING STEEL (BOX CULVERT) KG 1.6500 191,400.00 52,165.000 86,072.25 193 BAR REINFORCING STEEL (HEADWALL) KG 1.8000 42,120.00 16,850.000 30,330.00 194 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 195 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 196 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 595,600.00 45,800.000 366,400.00 197 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 37,225.00 35,400.000 17,700.00 198 FURNISH FORMED PANEL SIGN (ROADSIDE) M2 95.0000 95.00 0.000 0.00 199 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 95.0000 16,625.00 44.610 4,237.95 200 FURNISH LAMINATED PANEL SIGN M2 20.0000 820.00 0.000 0.00 (25.4 MM-TYPE B) 201 FURNISH SINGLE SHEET ALUMINUM SIGN M2 15.0000 555.00 0.000 0.00 (1.6 MM-UNFRAMED) 202 FURNISH SINGLE SHEET ALUMINUM SIGN M2 15.0000 555.00 0.000 0.00 (2.0 MM-UNFRAMED) 203 FURNISH SINGLE SHEET ALUMINUM SIGN M2 15.0000 165.00 0.000 0.00 (1.6 MM-FRAMED) 204 FURNISH SINGLE SHEET ALUMINUM SIGN M2 30.0000 60.00 0.000 0.00 (2.0 MM-FRAMED) 205 1524 MM CAST-IN-DRILLED-HOLE M 3,200.0000 188,800.00 48.800 156,160.00 CONCRETE PILE (SIGN FOUNDATION) 206 METAL (RAIL MOUNTED SIGN) KG 13.0000 42,900.00 0.000 0.00 207 ROADSIDE SIGN - ONE POST EA 250.0000 15,250.00 0.000 0.00 208 ROADSIDE SIGN - TWO POST EA 400.0000 6,000.00 0.000 0.00 209 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 200.00 0.000 0.00 METHOD) 210 INSTALL SIGN OVERLAY M2 25.0000 75.00 0.000 0.00 211 INSTALL SIGN PANEL ON EXISTING FRAME M2 25.0000 400.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 300 MM ALTERNATIVE PIPE CULVERT M 200.0000 34,400.00 99.500 19,900.00 213 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 132.0000 451,440.00 7.700 1,016.40 1,058.640 139,740.48 214 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 148.0000 48,840.00 79.100 11,706.80 294.400 43,571.20 215 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 160.0000 68,800.00 28.900 4,624.00 100.300 16,048.00 216 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 160.0000 33,600.00 14.300 2,288.00 217 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 24,150.00 59.100 12,411.00 126.500 26,565.00 218 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 8,100.00 0.000 0.00 219 1050 MM ALTERNATIVE PIPE CULVERT M 310.0000 43,400.00 140.000 43,400.00 220 1200 MM ALTERNATIVE PIPE CULVERT M 525.0000 39,375.00 75.000 39,375.00 221 375 MM REINFORCED CONCRETE PIPE M 150.0000 46,800.00 216.000 32,400.00 217.000 32,550.00 222 600 MM REINFORCED CONCRETE PIPE M 1,000.0000 3,000.00 2.300 2,300.00 223 1200 MM REINFORCED CONCRETE PIPE M 1,500.0000 4,500.00 0.000 0.00 224 1500 MM REINFORCED CONCRETE PIPE M 925.0000 259,000.00 274.700 254,097.50 225 1800 MM REINFORCED CONCRETE PIPE M 1,200.0000 46,800.00 39.000 46,800.00 226 2400 MM REINFORCED CONCRETE PIPE CASING M 2,800.0000 212,800.00 73.200 204,960.00 (CLASS IV, RUBBER GASKET JOINT) 227 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,300.0000 143,000.00 108.300 140,790.00 228 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,350.0000 162,000.00 95.300 128,655.00 229 300 MM CORRUGATED STEEL PIPE M 250.0000 2,500.00 3.300 825.00 (1.63 MM THICK) 230 450 MM CORRUGATED STEEL PIPE M 250.0000 2,500.00 9.400 2,350.00 (2.01 MM THICK) 231 600 MM CORRUGATED STEEL PIPE M 300.0000 2,100.00 7.000 2,100.00 (2.01 MM THICK) 232 900 MM CORRUGATED STEEL PIPE M 400.0000 5,200.00 8.000 3,200.00 (2.01 MM THICK) 233 1200 MM CORRUGATED STEEL PIPE M 1,000.0000 6,000.00 6.000 6,000.00 (2.01 MM THICK) 234 450 MM ALTERNATIVE SLOTTED PIPE M 325.0000 39,000.00 80.700 26,227.50 235 11.05M X 5.33M CORRUGATED STEEL PLATE M 14,000.0000 280,000.00 20.000 280,000.00 ARCH (9.65MM THICK) 236 150 MM PERFORATED PLASTIC PIPE M 78.0000 3,900.00 0.000 0.00 UNDERDRAIN 237 200 MM PERFORATED PLASTIC M 67.0000 231,820.00 0.000 0.00 PIPE UNDERDRAIN 238 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 6,000.00 23.800 5,950.00 (1.63 MM THICK) 240 ANCHOR ASSEMBLY EA 200.0000 1,800.00 3.000 600.00 3.000 600.00 241 DRAINAGE INLET MARKER EA 10.0000 230.00 0.000 0.00 242 WELDED STEEL PIPE CASING (BRIDGE) M 500.0000 12,500.00 0.000 0.00 243 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 275.0000 16,775.00 60.300 16,582.50 244 762 MM WELDED STEEL PIPE SPLIT CASING M 1,300.0000 44,200.00 11.160 14,508.00 (4.78 MM THICK) 245 1000 MM WELDED STEEL PIPE SPLIT CASING M 3,200.0000 9,600.00 8.500 27,200.00 (4.78 MM THICK) 246 1350 MM WELDED STEEL PIPE M 2,200.0000 48,400.00 22.000 48,400.00 (6.35 MM THICK) 247 JACKED 1350 MM WELDED STEEL PIPE CASING M 2,900.0000 145,000.00 50.000 145,000.00 (6.53 MM THICK) 248 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 900.00 1.000 300.00 249 600 MM ALTERNATIVE FLARED END SECTION EA 450.0000 1,800.00 2.000 900.00 250 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500.00 251 TYPE "A" INLET (CITY OF PITTSBURG) EA 1,500.0000 42,000.00 1.000 1,500.00 2.000 3,000.00 252 TYPE "B" INLET EA 1,500.0000 4,500.00 3.000 4,500.00 253 TYPE "I" MANHOLE (CITY OF PITTSBURG) EA 5,000.0000 25,000.00 0.000 0.00 254 600 MM SLIDE HEADGATE EA 2,800.0000 5,600.00 0.000 0.00 255 DEBRIS RACK CAGE EA 2,500.0000 2,500.00 0.000 0.00 256 300 MM REINFORCED CONCRETE SEWER PIPE M 250.0000 2,750.00 0.000 0.00 257 900 MM REINFORCED CONCRETE SEWER PIPE M 880.0000 237,600.00 261.600 230,208.00 258 200 MM POLYVINYL CHLORIDE SEWER PIPE M 200.0000 50,000.00 0.000 0.00 259 SEWER MANHOLE EA 7,000.0000 56,000.00 5.000 35,000.00 260 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 160.0000 54,880.00 343.000 54,880.00 261 ROCK SLOPE PROTECTION M3 120.0000 18,000.00 2.800 336.00 126.200 15,144.00 (FACING, METHOD B) 262 ROCK SLOPE PROTECTION M3 150.0000 7,650.00 18.900 2,835.00 27.900 4,185.00 (BACKING NO. 2, METHOD B) 263 SLOPE PAVING (CONCRETE) M3 750.0000 24,750.00 0.000 0.00 (F) 264 MINOR CONCRETE (DITCH LINING) M3 400.0000 20,800.00 0.000 0.00 265 MINOR CONCRETE (PIPE ENCASEMENT) M3 1,000.0000 9,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 ROCK SLOPE PROTECTION FABRIC M2 3.0000 2,640.00 86.600 259.80 801.200 2,403.60 267 MINOR CONCRETE (MISCELLANEOUS M3 360.0000 273,600.00 75.100 27,036.00 180.065 64,823.40 CONSTRUCTION) 268 MISCELLANEOUS IRON AND STEEL KG 2.5000 97,000.00 1,716.000 4,290.00 18,956.000 47,390.00 269 MISCELLANEOUS METAL (BRIDGE) KG 7.0000 33,600.00 0.000 0.00 (F) 270 MISCELLANEOUS METAL (RETAINING WALL) KG 15.0000 10,800.00 0.000 0.00 (F) 271 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 12,600.00 0.000 0.00 (F) 272 UPI RECLAIMED WATER LINE PROTECTION LS 70,000.0000 70,000.00 0.460 32,200.00 273 CITY OF PITTSBURG 450 MM DUCTILE IRON LS 250,000.0000 250,000.00 0.095 23,750.00 PIPE WATERLINE 274 CITY OF PITTSBURG 450 MM WATERLINE LS 200,000.0000 200,000.00 0.867 173,400.00 TEMPORARY BYPASS 275 PRAXAIR 350 MM RECLAIMED WATER LINE LS 200,000.0000 200,000.00 0.951 190,200.00 RELOCATION 276 USBR WATER LATERAL 14 MODIFICATION LS 20,000.0000 20,000.00 1.000 20,000.00 277 LOVERIDGE RETAIL CENTER WATER EQUIPMENT LS 75,000.0000 75,000.00 0.970 72,750.00 RELOCATION (LOCATION 1) 278 LOVERRIDGE RETAIL CENTER WATER EQUIPMENT LS 50,000.0000 50,000.00 1.000 50,000.00 RELOCATION (LOCATION 2) 279 LOVERIDGE RETAIL CENTER WATER EQUIPMENT LS 6,000.0000 6,000.00 1.000 6,000.00 RELOCATION (LOCATION 3) 280 CHAIN LINK FENCE (TYPE CL-0.9, M 32.0000 89,280.00 961.000 30,752.00 (F) VINYL-CLAD) 281 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 72,300.00 108.800 3,264.00 282 WOOD FENCE M 300.0000 4,500.00 19.250 5,775.00 283 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 6,300.00 0.000 0.00 284 TUBULAR ALUMINUM FENCE RAILING M 140.0000 11,200.00 0.000 0.00 285 STEEL FENCE M 750.0000 1,500.00 0.000 0.00 286 1.2 M STEEL GATE EA 725.0000 1,450.00 0.000 0.00 287 DELINEATOR (CLASS 1) EA 40.0000 1,600.00 0.000 0.00 288 PAINT POSTMILE MARKINGS EA 40.0000 1,520.00 0.000 0.00 289 OBJECT MARKER EA 40.0000 320.00 0.000 0.00 290 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 15,600.00 50.000 3,000.00 291 CHAIN LINK RAILING M 150.0000 41,100.00 0.000 0.00 (F) (TYPE 7, BLACK VINYL-CLAD) 292 CONCRETE BARRIER (TYPE K) M 160.0000 9,760.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 12 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 293 CONCRETE BARRIER (TYPE 26 MODIFIED) M 450.0000 123,300.00 0.000 0.00 (F) 294 CONCRETE BARRIER (TYPE-26B MODIFIED) M 800.0000 24,000.00 0.000 0.00 (F) 295 CABLE RAILING M 65.0000 3,900.00 54.000 3,510.00 296 TRANSITION RAILING (TYPE WB) EA 3,700.0000 33,300.00 1.000 3,700.00 297 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 2,700.00 0.000 0.00 298 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 9,300.00 1.000 3,100.00 299 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 16,100.00 0.000 0.00 300 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 0.000 0.00 301 CONCRETE BARRIER (TYPE 60D) M 180.0000 219,060.00 0.000 0.00 (F) 302 CONCRETE BARRIER (TYPE 60E MODIFIED) M 700.0000 117,600.00 0.000 0.00 (F) 303 CONCRETE BARRIER (TYPE 732 MODIFIED) M 170.0000 439,960.00 610.000 103,700.00 (F) 304 CONCRETE BARRIER (TYPE 732) M 220.0000 23,100.00 44.000 9,680.00 (F) 305 CONCRETE BARRIER (TYPE 732A) M 325.0000 8,450.00 0.000 0.00 (F) 306 CONCRETE BARRIER (TYPE 732A MODIFIED) M 185.0000 57,350.00 0.000 0.00 (F) 307 CONCRETE BARRIER (TYPE 732B) M 250.0000 48,500.00 116.000 29,000.00 (F) 308 CONCRETE BARRIER (TYPE 732B MODIFIED) M 555.0000 9,990.00 0.000 0.00 (F) 309 CONCRETE BARRIER (TYPE 736B MODIFIED) M 310.0000 67,270.00 0.000 0.00 (F) 310 CONCRETE BARRIER (TYPE 736SV MODIFIED) M 320.0000 208,000.00 645.000 206,400.00 (F) 311 EBART CONCRETE BARRIER M 430.0000 2,562,800.00 333.000 143,190.00 1,335.000 574,050.00 312 EBART CONCRETE BARRIER (MODIFIED) M 1,700.0000 37,400.00 0.000 0.00 313 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 20,100.00 0.000 0.00 314 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 17,600.00 0.000 0.00 315 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 735.00 0.000 0.00 316 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,240.00 0.000 0.00 317 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7500 6,335.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 318 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 195.00 0.000 0.00 (BROKEN 3.66 M - 0.91 M) 319 PAINT TRAFFIC STRIPE M 5.0000 110.00 0.000 0.00 (2-COAT 300 MM WHITE CHEVRON STRIPE) PROGRAM CAS145 PAGE 13 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 320 PAINT TRAFFIC STRIPE M 5.0000 700.00 0.000 0.00 (2-COAT 300 MM DIAGONAL STRIPE) 321 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 8,330.00 0.000 0.00 322 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.8000 8,100.00 0.000 0.00 323 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 324 SIGNAL AND LIGHTING (TEMPORARY) LS 400,000.0000 400,000.00 0.004 1,600.00 0.835 334,000.00 325 SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 0.000 0.00 326 SIGNAL AND LIGHTING (LOCATION 2) LS 175,000.0000 175,000.00 0.076 13,300.00 327 SIGNAL AND LIGHTING (LOCATION 3) LS 140,000.0000 140,000.00 0.023 3,220.00 0.128 17,920.00 328 SIGNAL AND LIGHTING (LOCATION 4) LS 100,000.0000 100,000.00 0.461 46,100.00 329 LIGHTING (TEMPORARY) LS 50,000.0000 50,000.00 0.000 0.00 330 LIGHTING (CITY STREET) LS 150,000.0000 150,000.00 0.005 750.00 0.182 27,300.00 331 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.063 15,750.00 0.138 34,500.00 332 INTERCONNECTION CONDUIT LS 90,000.0000 90,000.00 0.075 6,750.00 333 EMERGENCY VEHICLE DETECTION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 334 COMMUNICATION CONDUIT LS 250,000.0000 250,000.00 0.285 71,250.00 335 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.800 8,000.00 336 LONG LEAD-IN CABLE LOOP DETECTOR (LLLD) EA 300.0000 3,000.00 0.000 0.00 SENSOR UNIT 337 TRAFFIC OPERATIONS SYSTEM LS 415,000.0000 415,000.00 0.010 4,150.00 0.336 139,440.00 338 INTEGRATED CAMERA UNIT EA 7,000.0000 42,000.00 0.000 0.00 339 CAMERA CONTROL UNIT EA 1,500.0000 9,000.00 0.000 0.00 340 VIDEO ENCODER UNIT EA 4,000.0000 24,000.00 0.000 0.00 341 POWER STRIP EA 150.0000 900.00 0.000 0.00 342 EQUIPMENT SHELF WITH BRACKETS EA 120.0000 720.00 0.000 0.00 343 HYBRID CAMERA CABLE (HCC) EA 500.0000 3,000.00 0.000 0.00 344 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 10,000.0000 20,000.00 0.000 0.00 345 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 12,000.00 0.000 0.00 WIRELESS MODEM ASSEMBLY 346 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 14 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 347 450 MM REINFORCED CONCRETE PIPE M 120.0000 20,400.00 16.300 1,956.00 348 CLASS 3 PERMEABLE MATERIAL M3 70.0000 37,800.00 0.000 0.00 349 CONDUIT SYSTEM (E BART) LS 800,000.0000 800,000.00 0.096 76,800.00 0.160 128,000.00 PROGRAM CAS145 PAGE 15 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228594 TIME 07:08 AM ESTIMATE NO. 16 BID OPENING 02/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: SCHNEIDER, JOLIE DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,082,524.70 22,275,449.76 ADJUSTMENT OF COMPENSATION 20,352.66 373,618.93 EXTRA WORK 73,833.73 1,144,218.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,176,711.09 23,793,287.01 350 MOBILIZATION LS 200,000.0000 6,200,000.00 0.950 5,890,000.00 ORIGINAL CONTRACT AMOUNT 64,937,452.60 TOTAL WORK COMPLETED 2,176,711.09 29,683,287.01 MATERIALS ON HAND ON SITE 1,663,178.26 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -27,000.00 TOTAL 2,176,711.09 31,319,465.27 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/06/10 810 06/30/10 06/30/10 12/19/13 254 54 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY SCHNEIDER, JOLIE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/11