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 06/15/12 EST. NO.33 TIME 05:01 PM R.E. NAME: MONEMZADEH, FAROKH 04-0A18U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 011 0014 39,000.00 A.C. @ U.P.(+) 060112 N CT 140 034 0001 242,500.00 E.W. @ L.S.(+) 053112 N CT 001 047 0009 961.83 E.W. @ F.A.(+) 052112 N 1093.0 057 0001 62,500.00 E.W. @ L.S.(+) 050112 Y CT 001 060 0002 510.72 E.W. @ F.A.(+) 051412 N 1086.0 0003 1,373.98 051512 N 1087.0 0004 811.20 051512 N 1088.0 0007 1,551.48 051712 N 1091.0 349,209.21 TOTAL THIS ESTIMATE 2,809,938.14 TOTAL PREVIOUS ESTIMATE 3,159,147.35 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 06/15/12 EST. NO.33 TIME 05:01 PM R.E. NAME: MONEMZADEH, FAROKH 04-0A18U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-COMP W/DFG PRMT -5,000.00 09 DFG PERMIT - RETURN 5,000.00 29 AMATO MASONRY -5,000.00 32 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 05:01 PM ESTIMATE NO. 33 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 06/15/12 LOCATION PROGRESS ESTIMATE 04-SON-101-8.9/13.9 ----------------- GHILOTTI CONST., INC IN SONOMA COUNTY IN AND NEAR COTATI 246 GHILOTTI AVE AND ROHNERT PARK FROM 2.8 KM SOUTH SANTA ROSA CA 95407 OF RAILROAD AVENUE UNDERCROSSING TO ROHNERT PARK EXPRESSWAY OC FED. AID NO. N O N E 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 25,000.0000 25,000.00 0.900 22,500.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 1.000 250.00 003 TIME-RELATED OVERHEAD LS 500,000.0000 500,000.00 0.024 12,000.00 0.973 486,500.00 004 TEMPORARY FENCE (TYPE CL-1.8) M 23.0000 40,250.00 1,683.010 38,709.23 005 TEMPORARY FENCE (TYPE ESA) M 6.5000 43,160.00 6,919.800 44,978.70 006 JACKING SUPERSTRUCTURE LS 75,000.0000 75,000.00 1.000 75,000.00 007 300 MM TEMPORARY CULVERT M 205.0000 2,665.00 13.300 2,726.50 008 450 MM TEMPORARY CORRUGATED STEEL PIPE M 182.0000 5,824.00 16.200 2,948.40 009 450 MM TEMPORARY CULVERT M 106.0000 13,780.00 119.700 12,688.20 010 600 MM TEMPORARY CULVERT M 279.0000 837.00 3.300 920.70 011 450 MM TEMPORARY FLARED END SECTION EA 257.0000 771.00 3.000 771.00 012 600 MM TEMPORARY FLARED END SECTION EA 309.0000 309.00 1.000 309.00 013 450 MM TEMPORARY SLOTTED CORRUGATED M 217.0000 431,830.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 014 300 MM TEMPORARY WELDED STEEL PIPE M 250.0000 3,500.00 16.620 4,155.00 (6.35 MM THICK) 015 TEMPORARY ACTIVE TREATMENT SYSTEM LS 13,000.0000 13,000.00 1.000 13,000.00 016 CONSTRUCTION SITE MANAGEMENT LS 2,250.0000 2,250.00 1.000 2,250.00 017 PREPARE STORM WATER POLLUTION LS 2,570.0000 2,570.00 1.000 2,570.00 PREVENTION PLAN 018 TEMPORARY FIBER ROLL M 6.5000 26,000.00 14,465.000 94,022.50 019 TEMPORARY SILT FENCE M 7.6500 34,807.50 15,877.330 121,461.57 020 TEMPORARY CONCRETE WASHOUT FACILITY EA 485.0000 2,910.00 3.000 1,455.00 021 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 15,000.00 38.000 95,000.00 022 TEMPORARY COVER M2 2.8500 9,690.00 58,400.600 166,441.71 PROGRAM CAS145 PAGE 2 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 05:01 PM ESTIMATE NO. 33 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM M 15.0000 4,500.00 647.390 9,710.85 024 MOVE-IN/MOVE-OUT EA 550.0000 4,400.00 20.000 11,000.00 (TEMPORARY EROSION CONTROL) 025 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 6,250.00 87.000 10,875.00 026 TEMPORARY CREEK DIVERSION SYSTEM EA 9,000.0000 54,000.00 4.000 36,000.00 027 TEMPORARY HYDRAULIC MULCH M2 1.0500 27,405.00 201,609.830 211,690.32 (BONDED FIBER MATRIX) 028 STREET SWEEPING LS 50,000.0000 50,000.00 0.937 46,850.00 029 CONSTRUCTION AREA SIGNS LS 55,000.0000 55,000.00 0.750 41,250.00 030 TRAFFIC CONTROL SYSTEM LS 375,000.0000 375,000.00 0.050 18,750.00 0.950 356,250.00 031 TYPE III BARRICADE EA 45.0000 630.00 3.000 135.00 032 TEMPORARY PAVEMENT MARKING (PAINT) M2 26.0000 29,900.00 259.970 6,759.22 033 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 66,000.00 191,708.580 76,683.43 034 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,800.00 546.000 19,110.00 035 TEMPORARY PAVEMENT MARKER EA 3.5000 32,235.00 12,004.000 42,014.00 036 PORTABLE CHANGEABLE MESSAGE SIGN LS 80,000.0000 80,000.00 0.050 4,000.00 0.950 76,000.00 037 TEMPORARY RAILING (TYPE K) M 20.0000 1,074,000.00 53,643.330 1,072,866.60 038 TEMPORARY CRASH CUSHION MODULE EA 205.0000 176,300.00 1,151.000 235,955.00 039 TEMPORARY RETAINING WALL M2 73.5000 332,220.00 4,520.000 332,220.00 040 ABANDON CULVERT M 50.0000 49,000.00 627.600 31,380.00 041 ABANDON INLET EA 575.0000 12,075.00 21.000 12,075.00 042 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 043 REMOVE CHAIN LINK FENCE M 13.1500 24,196.00 1,928.760 25,363.19 044 REMOVE METAL BEAM GUARD RAILING M 21.0000 56,280.00 10.000 210.00 2,690.000 56,490.00 045 REMOVE DOUBLE THRIE BEAM BARRIER M 20.0000 157,800.00 7,897.000 157,940.00 046 REMOVE FLARED END SECTION EA 350.0000 1,750.00 1.000 350.00 047 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.2000 22,200.00 15,957.300 19,148.76 STRIPE 048 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 44,520.00 52,809.410 63,371.29 049 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 4,500.00 113.900 2,847.50 PROGRAM CAS145 PAGE 3 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 05:01 PM ESTIMATE NO. 33 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE PAVEMENT MARKER EA 0.5000 4,070.00 9,430.000 4,715.00 051 REMOVE ROADSIDE SIGN EA 60.0000 6,600.00 6.000 360.00 052 REMOVE SIGN STRUCTURE EA 25,000.0000 100,000.00 5.000 125,000.00 053 REMOVE OVERSIDE DRAIN EA 1,600.0000 11,200.00 6.000 9,600.00 054 REMOVE CULVERT M 53.0000 25,440.00 324.730 17,210.69 055 REMOVE INLET EA 1,025.0000 24,600.00 24.000 24,600.00 056 REMOVE HEADWALL EA 825.0000 9,900.00 7.000 5,775.00 057 REMOVE MANHOLE EA 2,200.0000 2,200.00 1.000 2,200.00 058 REMOVE BASE AND SURFACING M3 15.0000 56,850.00 7,652.410 114,786.15 059 SALVAGE CITY SIGN EA 60.0000 60.00 0.000 0.00 060 RELOCATE HYDRANT EA 4,200.0000 4,200.00 1.000 4,200.00 061 RESET RAILING LS 5,000.0000 5,000.00 1.000 5,000.00 062 RELOCATE MAILBOX EA 300.0000 300.00 0.000 0.00 063 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 3,600.00 24.000 3,600.00 064 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 3,250.00 9.000 2,250.00 065 ADJUST WATER VALVE COVER TO GRADE EA 365.0000 1,460.00 0.000 0.00 066 ADJUST INLET EA 725.0000 3,625.00 4.000 2,900.00 067 ADJUST MANHOLE TO GRADE EA 370.0000 3,700.00 1.000 370.00 068 MODIFY INLET EA 875.0000 14,000.00 2.000 1,750.00 14.000 12,250.00 069 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.3500 86,245.00 14,031.000 32,972.85 45,043.000 105,851.05 070 REMOVE CONCRETE M3 110.0000 33,000.00 313.877 34,526.47 071 CAP INLET EA 650.0000 5,850.00 8.000 5,200.00 072 BRIDGE REMOVAL, LOCATION A LS 275,000.0000 275,000.00 1.000 275,000.00 073 BRIDGE REMOVAL, LOCATION B LS 317,000.0000 317,000.00 1.000 317,000.00 074 BRIDGE REMOVAL (PORTION), LOCATION A LS 13,000.0000 13,000.00 1.000 13,000.00 075 BRIDGE REMOVAL (PORTION), LOCATION B LS 51,000.0000 51,000.00 1.000 51,000.00 076 BRIDGE REMOVAL (PORTION), LOCATION C LS 113,000.0000 113,000.00 1.000 113,000.00 PROGRAM CAS145 PAGE 4 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 05:01 PM ESTIMATE NO. 33 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 1.000 400,000.00 078 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000.00 079 ROADWAY EXCAVATION M3 19.0000 1,035,500.00 64,773.760 1,230,701.44 080 ROADWAY EXCAVATION (TYPE Y-1) M3 19.0000 76,570.00 4,030.000 76,570.00 (AERIALLY DEPOSITED LEAD) 081 ROADWAY EXCAVATION (TYPE Y-2) M3 19.0000 321,100.00 16,902.000 321,138.00 (AERIALLY DEPOSITED LEAD) 082 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 083 STRUCTURE EXCAVATION (BRIDGE) M3 115.0000 267,375.00 2,325.000 267,375.00 (F) 084 STRUCTURE EXCAVATION (CHANNEL STRUCTURE) M3 90.0000 35,100.00 390.000 35,100.00 (F) (TYPE D) 085 STRUCTURE EXCAVATION (RETAINING WALL) M3 36.0000 49,356.00 1,371.000 49,356.00 (F) 086 STRUCTURE BACKFILL (BRIDGE) M3 140.0000 183,400.00 1,310.000 183,400.00 (F) 087 STRUCTURE BACKFILL (CHANNEL STRUCTURE) M3 200.0000 55,000.00 275.000 55,000.00 (F) 088 STRUCTURE BACKFILL (RETAINING WALL) M3 67.0000 151,487.00 2,261.000 151,487.00 (F) 089 PERVIOUS BACKFILL MATERIAL M3 150.0000 900.00 6.000 900.00 (F) 090 PERVIOUS BACKFILL MATERIAL (RETAINING M3 135.0000 31,725.00 235.000 31,725.00 (F) WALL) 091 SAND BACKFILL M3 151.0000 42,280.00 234.100 35,349.10 092 DITCH EXCAVATION M3 71.0000 39,760.00 1,036.930 73,622.03 093 EARTH RETAINING STRUCTURE M2 385.0000 1,085,700.00 2,820.000 1,085,700.00 (F) 094 IMPORTED BORROW M3 4.5000 27,585.00 6,130.000 27,585.00 095 EROSION CONTROL (TYPE D) HA 11,165.0000 66,990.00 6.000 66,990.00 096 EROSION CONTROL (NETTING) M2 5.9000 230,690.00 39,100.000 230,690.00 097 BIOFILTRATION SWALES M2 22.5000 10,575.00 511.000 11,497.50 098 FIBER ROLLS M 6.2500 29,000.00 5,271.910 32,949.44 099 DRAINAGE INLET PROTECTION EA 125.0000 500.00 2.000 250.00 100 COMPOST, INCORPORATE M2 4.3500 23,794.50 0.000 0.00 101 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 3,850.00 10.000 5,500.00 102 NPS 3 SUPPLY LINE (BRIDGE) M 215.0000 61,705.00 287.000 61,705.00 (F) 103 75MM CORRUGATED HIGH DENSITY M 35.0000 5,600.00 118.600 4,151.00 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 5 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 05:01 PM ESTIMATE NO. 33 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 200 MM CORRUGATED HIGH DENSITY M 102.0000 9,894.00 429.900 43,849.80 POLYETHYLENE PIPE CONDUIT 105 CLASS 4 AGGREGATE SUBBASE M3 20.0000 1,334,000.00 78,028.195 1,560,563.90 106 CLASS 3 AGGREGATE BASE M3 39.0000 195,780.00 4,627.918 180,488.80 107 LEAN CONCRETE BASE M3 131.0000 3,995,500.00 30,150.364 3,949,697.68 108 HOT MIX ASPHALT TONN 81.0000 7,913,700.00 9,315.120 754,524.72 95,038.670 7,698,132.27 109 HOT MIX ASPHALT (OPEN GRADED) TONN 97.0000 1,513,200.00 0.000 0.00 110 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 115.0000 3,254,500.00 12,126.000 1,394,490.00 12,640.173 1,453,619.90 111 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.3000 891.00 0.000 0.00 112 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.3000 14,289.00 241.000 795.30 113 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.3000 5,082.00 348.000 1,148.40 114 PLACE HOT MIX ASPHALT M2 325.0000 4,875.00 37.200 12,090.00 (MISCELLANEOUS AREA) 115 TACK COAT TONN 988.0000 128,440.00 1.100 1,086.80 131.100 129,526.80 116 FURNISH PILING (CLASS 625) M 1,000.0000 57,000.00 57.000 57,000.00 (ALTERNATIVE "W") 117 DRIVE PILE (CLASS 625)(ALTERNATIVE "W") EA 10,000.0000 80,000.00 8.000 80,000.00 118 FURNISH PILING (CLASS 625) (ALTERNATIVE M 65.0000 243,490.00 3,746.000 243,490.00 "X") 119 DRIVE PILE (CLASS 625) (ALTERNATIVE "X") EA 2,000.0000 552,000.00 276.000 552,000.00 120 FURNISH PILING (CLASS 400) (ALTERNATIVE M 65.0000 27,430.00 422.000 27,430.00 "X") 121 DRIVE PILE (CLASS 400) (ALTERNATIVE "X") EA 2,000.0000 76,000.00 38.000 76,000.00 122 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 195.0000 1,127,100.00 6,092.530 1,188,043.35 PILING (SOUND WALL) 123 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 35,200.00 52.598 21,039.20 PILING (SOUND WALL) 124 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 600.0000 31,200.00 52.000 31,200.00 PILING (SOUND WALL) 125 PRESTRESSING CAST-IN-PLACE CONCRETE LS 335,000.0000 335,000.00 1.000 335,000.00 126 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 360.0000 173,160.00 481.000 173,160.00 (F) 127 STRUCTURAL CONCRETE, BRIDGE M3 816.0000 2,756,448.00 3,378.000 2,756,448.00 (F) 128 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 545,350.00 839.000 545,350.00 (F) 129 STRUCTURAL CONCRETE, CHANNEL STRUCTURE M3 700.0000 213,500.00 305.000 213,500.00 (F) 130 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 264,000.00 660.000 264,000.00 (F) PROGRAM CAS145 PAGE 6 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 05:01 PM ESTIMATE NO. 33 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 266,000.00 380.000 266,000.00 (F) (TYPE N) 132 CLASS 2 CONCRETE (WINGWALL) M3 5,000.0000 5,000.00 1.000 5,000.00 (F) 133 CLASS 2 CONCRETE (BOX CULVERT) M3 1,500.0000 12,000.00 8.000 12,000.00 (F) 134 CLASS 2 CONCRETE (HEADWALL) M3 8,000.0000 48,000.00 5.420 43,360.00 (F) 135 CLASS 1 CONCRETE (BOX CULVERT) M3 1,500.0000 169,500.00 113.000 169,500.00 (F) 136 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 393,000.00 4.170 6,255.00 262.000 393,000.00 (F) 137 MINOR CONCRETE (SOUND WALL) M3 1,415.0000 247,625.00 207.530 293,654.95 (F) 138 MINOR CONCRETE (BACKFILL) M3 126.0000 20,790.00 155.396 19,579.90 (F) 139 ORNAMENTAL LOGO (GLASCRETE CONCRETE EA 1,500.0000 36,000.00 24.000 36,000.00 (F) MEDALLION 140 DRILL AND BOND DOWEL M 125.0000 26,250.00 202.750 25,343.75 141 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 60.0000 12,240.00 204.000 12,240.00 142 REFINISH BRIDGE DECK M2 500.0000 5,000.00 10.000 5,000.00 143 CORE CONCRETE (0 - 50 MM) M 1,500.0000 4,500.00 3.000 4,500.00 144 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 179.0000 837,720.00 4,680.000 837,720.00 (F) 145 SOUND WALL (MASONRY BLOCK) M2 181.0000 550,783.00 3,070.220 555,709.82 (F) 146 JOINT SEAL (MR 15 MM) M 265.0000 6,095.00 23.000 6,095.00 23.000 6,095.00 147 JOINT SEAL (MR 40 MM) M 340.0000 48,620.00 0.000 0.00 148 BAR REINFORCING STEEL KG 1.1000 16,358.10 16,331.000 17,964.10 (F) 149 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 590,240.00 421,600.000 590,240.00 (F) 150 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 62,701.50 41,801.000 62,701.50 (F) 151 BAR REINFORCING STEEL (CHANNEL KG 1.3000 41,340.00 31,800.000 41,340.00 (F) STRUCTURE) 152 BAR REINFORCING STEEL (BOX CULVERT) KG 1.4000 24,595.20 17,568.000 24,595.20 (F) 153 BAR REINFORCING STEEL (BARRIER SLAB) KG 1.6000 48,960.00 30,600.000 48,960.00 (F) 154 BAR REINFORCING STEEL (HEADWALL KG 5.0000 1,100.00 182.000 910.00 (F) AND WINGWALL) 155 FURNISH SIGN STRUCTURE (TRUSS) KG 8.3300 716,796.50 86,050.000 716,796.50 (F) 156 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 43,025.00 86,050.000 43,025.00 (F) 157 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 116.0000 17,400.00 130.520 15,140.32 PROGRAM CAS145 PAGE 7 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 05:01 PM ESTIMATE NO. 33 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 11,700.00 35.320 3,178.80 (1.6 MM-UNFRAMED) 159 FURNISH SINGLE SHEET ALUMINUM SIGN M2 95.0000 11,400.00 0.000 0.00 (2.0 MM-UNFRAMED) 160 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 630.00 0.000 0.00 (1.6 MM-FRAMED) 161 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 2,625.00 0.000 0.00 (2.0 MM-FRAMED) 162 1524 MM CAST-IN-DRILLED-HOLE M 4,000.0000 244,000.00 61.000 244,000.00 CONCRETE PILE (SIGN FOUNDATION) 163 METAL (ROADSIDE SIGN) KG 14.0000 448.00 0.000 0.00 164 METAL (SOUNDWALL MOUNTED SIGN) KG 4.0000 1,400.00 0.000 0.00 165 METAL (RAIL MOUNTED SIGN) KG 10.0000 20,300.00 1,610.000 16,100.00 166 ROADSIDE SIGN - ONE POST EA 170.0000 15,640.00 20.000 3,400.00 49.000 8,330.00 167 ROADSIDE SIGN - TWO POST EA 350.0000 2,800.00 13.000 4,550.00 168 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 1,020.00 2.000 120.00 4.000 240.00 METHOD) 169 INSTALL SIGN PANEL ON EXISTING FRAME M2 125.0000 1,625.00 15.500 1,937.50 170 INSTALL ROADSIDE SIGN EA 1,000.0000 2,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 171 PAINT POSTMILE MARKINGS EA 25.0000 2,750.00 0.000 0.00 172 300 MM ALTERNATIVE PIPE CULVERT M 163.0000 16,300.00 109.380 17,828.94 173 375 MM ALTERNATIVE PIPE CULVERT M 181.0000 3,439.00 14.200 2,570.20 174 450 MM ALTERNATIVE PIPE CULVERT M 186.0000 334,800.00 1,860.420 346,038.12 175 600 MM ALTERNATIVE PIPE CULVERT M 385.0000 154,000.00 436.500 168,052.50 176 750 MM ALTERNATIVE PIPE CULVERT M 197.0000 2,955.00 11.300 2,226.10 177 900 MM ALTERNATIVE PIPE CULVERT M 272.0000 18,768.00 69.000 18,768.00 178 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,800.0000 360,000.00 200.000 360,000.00 (CLASS III) 179 300 MM CORRUGATED STEEL PIPE M 54.0000 21,060.00 347.780 18,780.12 180 450 MM CORRUGATED STEEL PIPE M 125.0000 7,375.00 38.500 4,812.50 (2.77 MM THICK) 181 200 MM PERFORATED PLASTIC M 112.0000 355,040.00 3,351.000 375,312.00 PIPE UNDERDRAIN 182 200 MM PLASTIC PIPE M 38.0000 12,920.00 361.600 13,740.80 183 CLASS 1 PERMEABLE MATERIAL M3 65.0000 404,950.00 6,152.480 399,911.20 184 300 MM ANCHOR ASSEMBLY EA 125.0000 6,500.00 36.000 4,500.00 PROGRAM CAS145 PAGE 8 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 05:01 PM ESTIMATE NO. 33 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 450 MM ANCHOR ASSEMBLY EA 135.0000 1,080.00 6.000 810.00 186 DRAINAGE INLET MARKER EA 25.0000 450.00 0.000 0.00 187 900 MM CORRUGATED STEEL PIPE INLET M 720.0000 6,480.00 5.600 4,032.00 (2.77 MM THICK) 188 300 MM WELDED STEEL PIPE (6.35 MM THICK) M 925.0000 3,700.00 0.000 0.00 189 300 MM ALTERNATIVE FLARED END SECTION EA 65.0000 195.00 3.000 195.00 190 450 MM ALTERNATIVE FLARED END SECTION EA 85.0000 1,020.00 12.000 1,020.00 191 600 MM ALTERNATIVE FLARED END SECTION EA 130.0000 650.00 4.000 520.00 192 GRATE LOCKING DEVICE EA 50.0000 1,150.00 0.000 0.00 193 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 98.0000 70,560.00 763.940 74,866.12 194 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 88.0000 2,464.00 28.250 2,486.00 195 CONCRETE (CHANNEL LINING) M3 907.0000 66,211.00 73.000 66,211.00 196 SLOPE PAVING (CONCRETE) M3 1,084.0000 96,476.00 89.000 96,476.00 (F) 197 ROCK SLOPE PROTECTION FABRIC M2 0.8000 2,064.00 2,267.090 1,813.67 198 MINOR CONCRETE (MISCELLANEOUS M3 475.0000 228,000.00 386.447 183,562.33 CONSTRUCTION) 199 MINOR CONCRETE (MEDIUM BROOM FINISH) M2 51.1000 114,464.00 288.530 14,743.88 1,902.880 97,237.17 200 MISCELLANEOUS IRON AND STEEL KG 3.0000 89,196.00 17,586.000 52,758.00 29,012.000 87,036.00 (F) 201 TREE GRATE EA 850.0000 11,900.00 14.000 11,900.00 202 MISCELLANEOUS METAL (BRIDGE) KG 40.0000 12,800.00 320.000 12,800.00 (F) 203 CHAIN LINK FENCE (TYPE CL-0.9) M 65.9000 659.00 0.000 0.00 (F) 204 CHAIN LINK FENCE (TYPE CL-0.9, M 36.1000 57,760.00 1,443.960 52,126.96 VINYL-CLAD) 205 CHAIN LINK FENCE (TYPE CL-1.8) M 54.1500 11,371.50 93.900 5,084.69 206 CHAIN LINK FENCE (TYPE CL-1.8, M 78.0000 7,020.00 212.090 16,543.02 VINYL-CLAD) 207 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 4,000.00 4.000 4,000.00 208 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 4,500.00 3.000 4,500.00 209 DELINEATOR (CLASS 1) EA 30.0000 5,400.00 90.000 2,700.00 90.000 2,700.00 210 METAL BEAM GUARD RAILING (WOOD POST) M 66.0000 169,620.00 165.430 10,918.38 2,418.300 159,607.80 211 DOUBLE THRIE BEAM BARRIER M 175.0000 1,400.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 05:01 PM ESTIMATE NO. 33 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 TRANSITION RAILING (TYPE WB) EA 220.0000 5,940.00 5.000 1,100.00 14.000 3,080.00 213 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 17,100.00 5.000 4,500.00 14.000 12,600.00 214 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 900.0000 7,200.00 1.000 900.00 6.000 5,400.00 215 ALTERNATIVE FLARED TERMINAL SYSTEM EA 750.0000 9,750.00 2.000 1,500.00 8.000 6,000.00 216 CRASH CUSHION (TYPE CAT) EA 10,000.0000 10,000.00 0.000 0.00 217 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 1,000.00 0.000 0.00 218 CONCRETE BARRIER (TYPE 60) M 134.0000 178,890.00 1,335.000 178,890.00 (F) 219 CONCRETE BARRIER (TYPE 60A) M 164.0000 30,340.00 185.060 30,349.84 (F) 220 CONCRETE BARRIER (TYPE 60C) M 165.0000 1,284,030.00 7,745.000 1,277,925.00 (F) 221 CONCRETE BARRIER (TYPE 60D) M 190.0000 38,760.00 0.000 0.00 (F) 222 CONCRETE BARRIER (TYPE 60 R) M 726.0000 37,752.00 52.000 37,752.00 (F) 223 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 664.0000 59,096.00 89.000 59,096.00 (F) 224 CONCRETE BARRIER (TYPE 732 MODIFIED) M 270.0000 68,040.00 252.000 68,040.00 (F) 225 CONCRETE BARRIER (TYPE 732) M 345.0000 9,315.00 17.000 5,865.00 (F) 226 CONCRETE BARRIER (TYPE 736A) M 270.0000 86,670.00 321.000 86,670.00 (F) 227 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 178,800.00 596.000 178,800.00 (F) 228 CONCRETE BARRIER (TYPE 736SV) M 440.0000 624,360.00 1,428.590 628,579.60 (F) 229 THERMOPLASTIC PAVEMENT MARKING M2 28.0000 15,400.00 300.000 8,400.00 300.000 8,400.00 230 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 55,100.00 5,000.000 5,000.00 5,000.000 5,000.00 231 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 1,656.00 1,000.000 1,150.00 1,000.000 1,150.00 232 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,340.00 0.000 0.00 233 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,760.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 234 150MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 220.00 0.000 0.00 (BROKEN 2.44M-1.22M) 235 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 225.00 914.000 685.50 914.000 685.50 (BROKEN 10.98 M - 3.66 M) 236 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 1,087.50 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 237 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 57.00 0.000 0.00 238 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 9,820.00 1,025.000 1,025.00 PROGRAM CAS145 PAGE 10 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 05:01 PM ESTIMATE NO. 33 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 14,070.00 257.000 771.00 240 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 241 TRAFFIC OPERATION SYSTEM LS 398,000.0000 398,000.00 0.005 1,990.00 0.960 382,080.00 242 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 243 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 244 SIGNAL AND LIGHTING (LOCATION 3) LS 100,000.0000 100,000.00 0.950 95,000.00 245 SIGNAL AND LIGHTING (LOCATION 4) LS 110,000.0000 110,000.00 0.910 100,100.00 246 SIGNAL AND LIGHTING (LOCATION 7) LS 85,000.0000 85,000.00 1.000 85,000.00 247 SIGNAL AND LIGHTING (LOCATION 9) LS 55,000.0000 55,000.00 1.000 55,000.00 248 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 250,000.0000 250,000.00 0.990 247,500.00 249 SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 1.000 90,000.00 (CITY STREET LOCATION 5) 250 SIGNAL AND LIGHTING LS 80,000.0000 80,000.00 1.000 80,000.00 (CITY STREET LOCATION 6) 251 SIGNAL AND LIGHTING (CITY STREET LS 30,000.0000 30,000.00 1.000 30,000.00 LOCATION 8) 252 LIGHTING (STAGE CONSTRUCTION) LS 190,000.0000 190,000.00 1.000 190,000.00 253 LIGHTING AND SIGN ILLUMINATION LS 290,000.0000 290,000.00 0.980 284,200.00 254 HIGHWAY ADVISORY RADIO SYSTEM EA 30,000.0000 30,000.00 0.900 27,000.00 255 INTERCONNECTION CONDUIT AND CONDUCTOR LS 15,000.0000 15,000.00 1.000 15,000.00 256 VEHICLE SENSOR NODE EA 1,000.0000 24,000.00 0.000 0.00 257 EMERGENCY VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 258 DIAL-UP MODEM FOR CHANGABLE MESSAGE EA 2,000.0000 2,000.00 0.000 0.00 SIGN 259 INTEGRATED CAMERA UNIT EA 6,000.0000 42,000.00 7.000 42,000.00 260 CAMERA CONTROL UNIT (CCU) EA 6,000.0000 42,000.00 7.000 42,000.00 261 VIDEO ENCODER UNIT (VEU) EA 6,000.0000 42,000.00 7.000 42,000.00 262 EXTINGUISHABLE MESSAGE SIGN RADIO EA 4,000.0000 12,000.00 3.000 12,000.00 CONTROLLER ASSEMBLY 263 EXTINGUISHABLE MESSAGE SIGN PANEL EA 7,000.0000 56,000.00 8.000 56,000.00 (LED) 264 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 22,000.00 7.000 14,000.00 WIRELESS MODEM ASSEMBLY 265 VIDEO IMAGE VEHICLE DETECTION SYSTEM LS 118,000.0000 118,000.00 1.000 118,000.00 PROGRAM CAS145 PAGE 11 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 05:01 PM ESTIMATE NO. 33 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 267 DEMOLITION OF BUILDING STRUCTURES LS 47,000.0000 47,000.00 1.000 47,000.00 268 150 MM SEWER PIPE M 100.0000 2,600.00 26.000 2,600.00 269 PHOTOVOLTAIC PANEL STRUCTURE LS 20,000.0000 20,000.00 1.000 20,000.00 PROGRAM CAS145 PAGE 12 DATE 06/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 05:01 PM ESTIMATE NO. 33 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 06/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,342,000.13 43,297,541.46 ADJUSTMENT OF COMPENSATION 39,000.00 911,946.28 EXTRA WORK 310,209.21 2,247,201.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,691,209.34 46,456,688.81 270 MOBILIZATION LS 245,165.0000 2,245,165.00 1.000 2,245,165.00 ORIGINAL CONTRACT AMOUNT 48,756,304.30 TOTAL WORK COMPLETED 2,691,209.34 48,701,853.81 MATERIALS ON HAND ON SITE 21,899.15 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 2,691,209.34 48,718,752.96 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 01/06/10 207 04/07/10 04/07/10 07/30/12 214 338 35 0 91% 88% PROGRESS IS SATISFACTORY MONEMZADEH, FAROKH RESIDENT ENGINEER PROGRAM CAS145 DATE 06/15/12