PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 03/06/13 EST. NO.41 TIME 01:04 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 --------------------------------------------------------------------------- 001 0442 302.09 E.W. @ F.A.(+) 072412 N 1141.0 0465 1,083.96 120211 N 1081.3 0466 9,938.73 121112 N 1248.0 0467 1,437.39 121212 N 1249.0 0470 4,073.44 122612 N 1252.0 0471 11,468.77 122712 N 1253.0 0473 1,757.95 101812 N 1191.1 019 0046 7,738.00 E.W. @ F.A.(+) 050812 N 1070.0 043 0033 3,344.03 E.W. @ F.A.(+) 081312 N 1152.0 0034 4,775.02 081412 N 1153.0 0035 3,756.42 081512 N 1154.0 0036 4,326.71 081612 N 1155.0 0037 2,823.53 081012 N 1157.0 046 0002 11,000.00 A.C. @ L.S.(+) 060112 N CT0020 049 0004 1,793.54 E.W. @ F.A.(+) 121112 N 1245.0 0005 4,578.41 110512 N 1247.0 0006 35,203.69 E.W. @ L.S.(+) 120112 N CT0010 060 0060 305.31 E.W. @ F.A.(+) 103112 N 1220.1 0061 1,581.25 020713 N 1260.0 064 0017 1,001.13 E.W. @ F.A.(+) 101312 N 1244.0 066 0001 40,797.90 E.W. @ L.S.(+) 120112 N CT 001 153,087.27 TOTAL THIS ESTIMATE 4,061,591.52 TOTAL PREVIOUS ESTIMATE 4,214,678.79 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 03/06/13 EST. NO.41 TIME 01:04 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 AMATO MASONRY 5,000.00 35 OUT OF STATE INSPECT -15,000.00 39 ITEM ADJUSTS -25,000.00 40 0.00 -40,000.00 OTHER OUTSTANDING DOCUMENTS MISSING FINAL DOCS -10,000.00 40 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -50,000.00 PROGRAM CAS145 PAGE 1 DATE 03/06/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 01:04 PM ESTIMATE NO. 41 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 12/26/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 03/06/13 LOCATION SEMI-FINAL 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 1.000 25,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 1.000 250 003 TIME-RELATED OVERHEAD LS 500,000.0000 500,000.00 1.000 500,000 004 TEMPORARY FENCE (TYPE CL-1.8) M 23.0000 40,250.00 1,683.010 38,709 005 TEMPORARY FENCE (TYPE ESA) M 6.5000 43,160.00 6,919.800 44,978 006 JACKING SUPERSTRUCTURE LS 75,000.0000 75,000.00 1.000 75,000 007 300 MM TEMPORARY CULVERT M 205.0000 2,665.00 13.300 2,726 008 450 MM TEMPORARY CORRUGATED STEEL PIPE M 182.0000 5,824.00 16.200 2,948 009 450 MM TEMPORARY CULVERT M 106.0000 13,780.00 119.700 12,688 010 600 MM TEMPORARY CULVERT M 279.0000 837.00 3.300 920 011 450 MM TEMPORARY FLARED END SECTION EA 257.0000 771.00 3.000 771 012 600 MM TEMPORARY FLARED END SECTION EA 309.0000 309.00 1.000 309 013 450 MM TEMPORARY SLOTTED CORRUGATED M 217.0000 431,830.00 0.000 0 STEEL PIPE (1.63 MM THICK) 014 300 MM TEMPORARY WELDED STEEL PIPE M 250.0000 3,500.00 16.620 4,155 (6.35 MM THICK) 015 TEMPORARY ACTIVE TREATMENT SYSTEM LS 13,000.0000 13,000.00 1.000 13,000 016 CONSTRUCTION SITE MANAGEMENT LS 2,250.0000 2,250.00 1.000 2,250 017 PREPARE STORM WATER POLLUTION LS 2,570.0000 2,570.00 1.000 2,570 PREVENTION PLAN 018 TEMPORARY FIBER ROLL M 6.5000 26,000.00 14,465.000 94,022 019 TEMPORARY SILT FENCE M 7.6500 34,807.50 15,877.330 121,461 020 TEMPORARY CONCRETE WASHOUT FACILITY EA 485.0000 2,910.00 3.000 1,455 021 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 15,000.00 38.000 95,000 022 TEMPORARY COVER M2 2.8500 9,690.00 58,400.600 166,441 PROGRAM CAS145 PAGE 2 DATE 03/06/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 01:04 PM ESTIMATE NO. 41 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 12/26/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 03/06/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM M 15.0000 4,500.00 647.390 9,710 024 MOVE-IN/MOVE-OUT EA 550.0000 4,400.00 20.000 11,000 (TEMPORARY EROSION CONTROL) 025 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 6,250.00 87.000 10,875 026 TEMPORARY CREEK DIVERSION SYSTEM EA 9,000.0000 54,000.00 4.000 36,000 027 TEMPORARY HYDRAULIC MULCH M2 1.0500 27,405.00 201,609.830 211,690 (BONDED FIBER MATRIX) 028 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000 029 CONSTRUCTION AREA SIGNS LS 55,000.0000 55,000.00 1.000 55,000 030 TRAFFIC CONTROL SYSTEM LS 375,000.0000 375,000.00 1.000 375,000 031 TYPE III BARRICADE EA 45.0000 630.00 3.000 135 032 TEMPORARY PAVEMENT MARKING (PAINT) M2 26.0000 29,900.00 259.970 6,759 033 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 66,000.00 191,708.580 76,683 034 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,800.00 546.000 19,110 035 TEMPORARY PAVEMENT MARKER EA 3.5000 32,235.00 12,004.000 42,014 036 PORTABLE CHANGEABLE MESSAGE SIGN LS 80,000.0000 80,000.00 1.000 80,000 037 TEMPORARY RAILING (TYPE K) M 20.0000 1,074,000.00 53,643.330 1,072,866 038 TEMPORARY CRASH CUSHION MODULE EA 205.0000 176,300.00 1,151.000 235,955 039 TEMPORARY RETAINING WALL M2 73.5000 332,220.00 4,520.000 332,220 040 ABANDON CULVERT M 50.0000 49,000.00 627.600 31,380 041 ABANDON INLET EA 575.0000 12,075.00 21.000 12,075 042 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 043 REMOVE CHAIN LINK FENCE M 13.1500 24,196.00 1,928.760 25,363 044 REMOVE METAL BEAM GUARD RAILING M 21.0000 56,280.00 2,690.000 56,490 045 REMOVE DOUBLE THRIE BEAM BARRIER M 20.0000 157,800.00 7,897.000 157,940 046 REMOVE FLARED END SECTION EA 350.0000 1,750.00 4.000 1,400 047 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.2000 22,200.00 18,505.000 22,206 STRIPE 048 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 44,520.00 37,100.000 44,520 049 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 4,500.00 113.900 2,847 PROGRAM CAS145 PAGE 3 DATE 03/06/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 01:04 PM ESTIMATE NO. 41 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 12/26/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 03/06/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE PAVEMENT MARKER EA 0.5000 4,070.00 9,430.000 4,715 051 REMOVE ROADSIDE SIGN EA 60.0000 6,600.00 110.000 6,600 052 REMOVE SIGN STRUCTURE EA 25,000.0000 100,000.00 5.000 125,000 053 REMOVE OVERSIDE DRAIN EA 1,600.0000 11,200.00 6.000 9,600 054 REMOVE CULVERT M 53.0000 25,440.00 324.730 17,210 055 REMOVE INLET EA 1,025.0000 24,600.00 24.000 24,600 056 REMOVE HEADWALL EA 825.0000 9,900.00 12.000 9,900 057 REMOVE MANHOLE EA 2,200.0000 2,200.00 1.000 2,200 058 REMOVE BASE AND SURFACING M3 15.0000 56,850.00 7,652.410 114,786 059 SALVAGE CITY SIGN EA 60.0000 60.00 0.000 0 060 RELOCATE HYDRANT EA 4,200.0000 4,200.00 1.000 4,200 061 RESET RAILING LS 5,000.0000 5,000.00 1.000 5,000 062 RELOCATE MAILBOX EA 300.0000 300.00 0.000 0 063 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 3,600.00 27.000 4,050 064 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 3,250.00 14.000 3,500 065 ADJUST WATER VALVE COVER TO GRADE EA 365.0000 1,460.00 20.000 7,300 066 ADJUST INLET EA 725.0000 3,625.00 5.000 3,625 067 ADJUST MANHOLE TO GRADE EA 370.0000 3,700.00 19.000 7,030 068 MODIFY INLET EA 875.0000 14,000.00 14.000 12,250 069 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.3500 86,245.00 45,043.000 105,851 070 REMOVE CONCRETE M3 110.0000 33,000.00 313.877 34,526 071 CAP INLET EA 650.0000 5,850.00 8.000 5,200 072 BRIDGE REMOVAL, LOCATION A LS 275,000.0000 275,000.00 1.000 275,000 073 BRIDGE REMOVAL, LOCATION B LS 317,000.0000 317,000.00 1.000 317,000 074 BRIDGE REMOVAL (PORTION), LOCATION A LS 13,000.0000 13,000.00 1.000 13,000 075 BRIDGE REMOVAL (PORTION), LOCATION B LS 51,000.0000 51,000.00 1.000 51,000 076 BRIDGE REMOVAL (PORTION), LOCATION C LS 113,000.0000 113,000.00 1.000 113,000 PROGRAM CAS145 PAGE 4 DATE 03/06/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 01:04 PM ESTIMATE NO. 41 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 12/26/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 03/06/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 1.000 400,000 078 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000 079 ROADWAY EXCAVATION M3 19.0000 1,035,500.00 64,773.760 1,230,701 080 ROADWAY EXCAVATION (TYPE Y-1) M3 19.0000 76,570.00 4,030.000 76,570 (AERIALLY DEPOSITED LEAD) 081 ROADWAY EXCAVATION (TYPE Y-2) M3 19.0000 321,100.00 16,902.000 321,138 (AERIALLY DEPOSITED LEAD) 082 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 083 STRUCTURE EXCAVATION (BRIDGE) M3 115.0000 267,375.00 2,325.000 267,375 (F) 084 STRUCTURE EXCAVATION (CHANNEL STRUCTURE) M3 90.0000 35,100.00 485.000 43,650 (F) (TYPE D) 085 STRUCTURE EXCAVATION (RETAINING WALL) M3 36.0000 49,356.00 1,371.000 49,356 (F) 086 STRUCTURE BACKFILL (BRIDGE) M3 140.0000 183,400.00 1,310.000 183,400 (F) 087 STRUCTURE BACKFILL (CHANNEL STRUCTURE) M3 200.0000 55,000.00 388.000 77,600 (F) 088 STRUCTURE BACKFILL (RETAINING WALL) M3 67.0000 151,487.00 2,261.000 151,487 (F) 089 PERVIOUS BACKFILL MATERIAL M3 150.0000 900.00 6.000 900 (F) 090 PERVIOUS BACKFILL MATERIAL (RETAINING M3 135.0000 31,725.00 235.000 31,725 (F) WALL) 091 SAND BACKFILL M3 151.0000 42,280.00 234.100 35,349 092 DITCH EXCAVATION M3 71.0000 39,760.00 1,036.930 73,622 093 EARTH RETAINING STRUCTURE M2 385.0000 1,085,700.00 2,820.000 1,085,700 (F) 094 IMPORTED BORROW M3 4.5000 27,585.00 6,130.000 27,585 095 EROSION CONTROL (TYPE D) HA 11,165.0000 66,990.00 6.000 66,990 096 EROSION CONTROL (NETTING) M2 5.9000 230,690.00 39,100.000 230,690 097 BIOFILTRATION SWALES M2 22.5000 10,575.00 511.000 11,497 098 FIBER ROLLS M 6.2500 29,000.00 5,271.910 32,949 099 DRAINAGE INLET PROTECTION EA 125.0000 500.00 4.000 500 100 COMPOST, INCORPORATE M2 4.3500 23,794.50 0.000 0 101 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 3,850.00 10.000 5,500 102 NPS 3 SUPPLY LINE (BRIDGE) M 215.0000 61,705.00 287.000 61,705 (F) 103 75MM CORRUGATED HIGH DENSITY M 35.0000 5,600.00 118.600 4,151 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 5 DATE 03/06/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 01:04 PM ESTIMATE NO. 41 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 12/26/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 03/06/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 200 MM CORRUGATED HIGH DENSITY M 102.0000 9,894.00 429.900 43,849 POLYETHYLENE PIPE CONDUIT 105 CLASS 4 AGGREGATE SUBBASE M3 20.0000 1,334,000.00 78,028.195 1,560,563 106 CLASS 3 AGGREGATE BASE M3 39.0000 195,780.00 4,627.918 180,488 107 LEAN CONCRETE BASE M3 131.0000 3,995,500.00 30,150.364 3,949,697 108 HOT MIX ASPHALT TONN 81.0000 7,913,700.00 95,527.840 7,737,755 109 HOT MIX ASPHALT (OPEN GRADED) TONN 97.0000 1,513,200.00 15,139.350 1,468,516 110 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 115.0000 3,254,500.00 30,226.253 3,476,019 111 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.3000 891.00 270.000 891 112 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.3000 14,289.00 4,330.000 14,289 113 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.3000 5,082.00 1,888.000 6,230 114 PLACE HOT MIX ASPHALT M2 325.0000 4,875.00 37.200 12,090 (MISCELLANEOUS AREA) 115 TACK COAT TONN 988.0000 128,440.00 240.510 237,623 116 FURNISH PILING (CLASS 625) M 1,000.0000 57,000.00 57.000 57,000 (ALTERNATIVE "W") 117 DRIVE PILE (CLASS 625)(ALTERNATIVE "W") EA 10,000.0000 80,000.00 8.000 80,000 118 FURNISH PILING (CLASS 625) (ALTERNATIVE M 65.0000 243,490.00 3,746.000 243,490 "X") 119 DRIVE PILE (CLASS 625) (ALTERNATIVE "X") EA 2,000.0000 552,000.00 276.000 552,000 120 FURNISH PILING (CLASS 400) (ALTERNATIVE M 65.0000 27,430.00 422.000 27,430 "X") 121 DRIVE PILE (CLASS 400) (ALTERNATIVE "X") EA 2,000.0000 76,000.00 38.000 76,000 122 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 195.0000 1,127,100.00 6,092.530 1,188,043 PILING (SOUND WALL) 123 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 35,200.00 51.958 20,783 PILING (SOUND WALL) 124 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 600.0000 31,200.00 52.000 31,200 PILING (SOUND WALL) 125 PRESTRESSING CAST-IN-PLACE CONCRETE LS 335,000.0000 335,000.00 1.000 335,000 126 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 360.0000 173,160.00 481.000 173,160 (F) 127 STRUCTURAL CONCRETE, BRIDGE M3 816.0000 2,756,448.00 3,378.000 2,756,448 (F) 128 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 545,350.00 839.000 545,350 (F) 129 STRUCTURAL CONCRETE, CHANNEL STRUCTURE M3 700.0000 213,500.00 337.770 236,439 (F) 130 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 264,000.00 660.000 264,000 (F) PROGRAM CAS145 PAGE 6 DATE 03/06/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 01:04 PM ESTIMATE NO. 41 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 12/26/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 03/06/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 266,000.00 380.000 266,000 (F) (TYPE N) 132 CLASS 2 CONCRETE (WINGWALL) M3 5,000.0000 5,000.00 1.000 5,000 (F) 133 CLASS 2 CONCRETE (BOX CULVERT) M3 1,500.0000 12,000.00 8.000 12,000 (F) 134 CLASS 2 CONCRETE (HEADWALL) M3 8,000.0000 48,000.00 6.000 48,000 (F) 135 CLASS 1 CONCRETE (BOX CULVERT) M3 1,500.0000 169,500.00 113.000 169,500 (F) 136 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 393,000.00 262.000 393,000 (F) 137 MINOR CONCRETE (SOUND WALL) M3 1,415.0000 247,625.00 207.530 293,654 (F) 138 MINOR CONCRETE (BACKFILL) M3 126.0000 20,790.00 155.396 19,579 (F) 139 ORNAMENTAL LOGO (GLASCRETE CONCRETE EA 1,500.0000 36,000.00 24.000 36,000 (F) MEDALLION 140 DRILL AND BOND DOWEL M 125.0000 26,250.00 202.750 25,343 141 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 60.0000 12,240.00 204.000 12,240 142 REFINISH BRIDGE DECK M2 500.0000 5,000.00 10.000 5,000 143 CORE CONCRETE (0 - 50 MM) M 1,500.0000 4,500.00 3.000 4,500 144 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 179.0000 837,720.00 4,680.000 837,720 (F) 145 SOUND WALL (MASONRY BLOCK) M2 181.0000 550,783.00 3,070.220 555,709 (F) 146 JOINT SEAL (MR 15 MM) M 265.0000 6,095.00 23.000 6,095 147 JOINT SEAL (MR 40 MM) M 340.0000 48,620.00 142.000 48,280 148 BAR REINFORCING STEEL KG 1.1000 16,358.10 16,331.000 17,964 (F) 149 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 590,240.00 421,600.000 590,240 (F) 150 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 62,701.50 41,801.000 62,701 (F) 151 BAR REINFORCING STEEL (CHANNEL KG 1.3000 41,340.00 35,702.000 46,412 (F) STRUCTURE) 152 BAR REINFORCING STEEL (BOX CULVERT) KG 1.4000 24,595.20 17,568.000 24,595 (F) 153 BAR REINFORCING STEEL (BARRIER SLAB) KG 1.6000 48,960.00 30,600.000 48,960 (F) 154 BAR REINFORCING STEEL (HEADWALL KG 5.0000 1,100.00 166.000 830 (F) AND WINGWALL) 155 FURNISH SIGN STRUCTURE (TRUSS) KG 8.3300 716,796.50 86,250.000 718,462 (F) 156 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 43,025.00 86,250.000 43,125 (F) 157 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 116.0000 17,400.00 146.000 16,936 PROGRAM CAS145 PAGE 7 DATE 03/06/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 01:04 PM ESTIMATE NO. 41 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 12/26/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 03/06/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 11,700.00 44.680 4,021.20 80.000 7,200 (1.6 MM-UNFRAMED) 159 FURNISH SINGLE SHEET ALUMINUM SIGN M2 95.0000 11,400.00 126.000 11,970.00 126.000 11,970 (2.0 MM-UNFRAMED) 160 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 630.00 15.000 1,575.00 15.000 1,575 (1.6 MM-FRAMED) 161 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 2,625.00 47.000 4,935.00 47.000 4,935 (2.0 MM-FRAMED) 162 1524 MM CAST-IN-DRILLED-HOLE M 4,000.0000 244,000.00 61.000 244,000 CONCRETE PILE (SIGN FOUNDATION) 163 METAL (ROADSIDE SIGN) KG 14.0000 448.00 32.400 453.60 32.400 453 164 METAL (SOUNDWALL MOUNTED SIGN) KG 4.0000 1,400.00 350.000 1,400.00 350.000 1,400 165 METAL (RAIL MOUNTED SIGN) KG 10.0000 20,300.00 413.000 4,130.00 2,023.000 20,230 166 ROADSIDE SIGN - ONE POST EA 170.0000 15,640.00 67.000 11,390 167 ROADSIDE SIGN - TWO POST EA 350.0000 2,800.00 13.000 4,550 168 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 1,020.00 20.000 1,200 METHOD) 169 INSTALL SIGN PANEL ON EXISTING FRAME M2 125.0000 1,625.00 15.500 1,937 170 INSTALL ROADSIDE SIGN EA 1,000.0000 2,000.00 0.000 0 (LAMINATED WOOD BOX POST) 171 PAINT POSTMILE MARKINGS EA 25.0000 2,750.00 110.000 2,750.00 110.000 2,750 172 300 MM ALTERNATIVE PIPE CULVERT M 163.0000 16,300.00 109.380 17,828 173 375 MM ALTERNATIVE PIPE CULVERT M 181.0000 3,439.00 14.200 2,570 174 450 MM ALTERNATIVE PIPE CULVERT M 186.0000 334,800.00 1,860.420 346,038 175 600 MM ALTERNATIVE PIPE CULVERT M 385.0000 154,000.00 436.500 168,052 176 750 MM ALTERNATIVE PIPE CULVERT M 197.0000 2,955.00 11.300 2,226 177 900 MM ALTERNATIVE PIPE CULVERT M 272.0000 18,768.00 69.000 18,768 178 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,800.0000 360,000.00 200.000 360,000 (CLASS III) 179 300 MM CORRUGATED STEEL PIPE M 54.0000 21,060.00 347.780 18,780 180 450 MM CORRUGATED STEEL PIPE M 125.0000 7,375.00 47.300 5,912 (2.77 MM THICK) 181 200 MM PERFORATED PLASTIC M 112.0000 355,040.00 3,351.000 375,312 PIPE UNDERDRAIN 182 200 MM PLASTIC PIPE M 38.0000 12,920.00 361.600 13,740 183 CLASS 1 PERMEABLE MATERIAL M3 65.0000 404,950.00 6,152.480 399,911 184 300 MM ANCHOR ASSEMBLY EA 125.0000 6,500.00 36.000 4,500 PROGRAM CAS145 PAGE 8 DATE 03/06/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 01:04 PM ESTIMATE NO. 41 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 12/26/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 03/06/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 450 MM ANCHOR ASSEMBLY EA 135.0000 1,080.00 8.000 1,080 186 DRAINAGE INLET MARKER EA 25.0000 450.00 16.000 400 187 900 MM CORRUGATED STEEL PIPE INLET M 720.0000 6,480.00 5.600 4,032 (2.77 MM THICK) 188 300 MM WELDED STEEL PIPE (6.35 MM THICK) M 925.0000 3,700.00 0.000 0 189 300 MM ALTERNATIVE FLARED END SECTION EA 65.0000 195.00 3.000 195 190 450 MM ALTERNATIVE FLARED END SECTION EA 85.0000 1,020.00 12.000 1,020 191 600 MM ALTERNATIVE FLARED END SECTION EA 130.0000 650.00 4.000 520 192 GRATE LOCKING DEVICE EA 50.0000 1,150.00 0.000 0 193 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 98.0000 70,560.00 763.940 74,866 194 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 88.0000 2,464.00 28.250 2,486 195 CONCRETE (CHANNEL LINING) M3 907.0000 66,211.00 73.000 66,211 196 SLOPE PAVING (CONCRETE) M3 1,084.0000 96,476.00 89.000 96,476 (F) 197 ROCK SLOPE PROTECTION FABRIC M2 0.8000 2,064.00 2,267.090 1,813 198 MINOR CONCRETE (MISCELLANEOUS M3 475.0000 228,000.00 479.997 227,998 CONSTRUCTION) 199 MINOR CONCRETE (MEDIUM BROOM FINISH) M2 51.1000 114,464.00 2,203.350 112,591 200 MISCELLANEOUS IRON AND STEEL KG 3.0000 89,196.00 29,732.000 89,196 (F) 201 TREE GRATE EA 850.0000 11,900.00 14.000 11,900 202 MISCELLANEOUS METAL (BRIDGE) KG 40.0000 12,800.00 320.000 12,800 (F) 203 CHAIN LINK FENCE (TYPE CL-0.9) M 65.9000 659.00 0.000 0 (F) 204 CHAIN LINK FENCE (TYPE CL-0.9, M 36.1000 57,760.00 1,443.960 52,126 VINYL-CLAD) 205 CHAIN LINK FENCE (TYPE CL-1.8) M 54.1500 11,371.50 93.900 5,084 206 CHAIN LINK FENCE (TYPE CL-1.8, M 78.0000 7,020.00 248.670 19,396 VINYL-CLAD) 207 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 4,000.00 4.000 4,000 208 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 4,500.00 3.000 4,500 209 DELINEATOR (CLASS 1) EA 30.0000 5,400.00 90.000 2,700 210 METAL BEAM GUARD RAILING (WOOD POST) M 66.0000 169,620.00 2,418.300 159,607 211 DOUBLE THRIE BEAM BARRIER M 175.0000 1,400.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 03/06/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 01:04 PM ESTIMATE NO. 41 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 12/26/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 03/06/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 TRANSITION RAILING (TYPE WB) EA 220.0000 5,940.00 14.000 3,080 213 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 17,100.00 15.000 13,500 214 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 900.0000 7,200.00 7.000 6,300 215 ALTERNATIVE FLARED TERMINAL SYSTEM EA 750.0000 9,750.00 8.000 6,000 216 CRASH CUSHION (TYPE CAT) EA 10,000.0000 10,000.00 0.000 0 217 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 1,000.00 0.000 0 218 CONCRETE BARRIER (TYPE 60) M 134.0000 178,890.00 1,335.000 178,890 (F) 219 CONCRETE BARRIER (TYPE 60A) M 164.0000 30,340.00 185.000 30,340 (F) 220 CONCRETE BARRIER (TYPE 60C) M 165.0000 1,284,030.00 7,782.000 1,284,030 (F) 221 CONCRETE BARRIER (TYPE 60D) M 190.0000 38,760.00 0.000 0 (F) 222 CONCRETE BARRIER (TYPE 60 R) M 726.0000 37,752.00 52.000 37,752 (F) 223 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 664.0000 59,096.00 89.000 59,096 (F) 224 CONCRETE BARRIER (TYPE 732 MODIFIED) M 270.0000 68,040.00 252.000 68,040 (F) 225 CONCRETE BARRIER (TYPE 732) M 345.0000 9,315.00 17.000 5,865 (F) 226 CONCRETE BARRIER (TYPE 736A) M 270.0000 86,670.00 321.000 86,670 (F) 227 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 178,800.00 596.000 178,800 (F) 228 CONCRETE BARRIER (TYPE 736SV) M 440.0000 624,360.00 1,428.590 628,579 (F) 229 THERMOPLASTIC PAVEMENT MARKING M2 28.0000 15,400.00 678.370 18,994 230 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 55,100.00 30,234.000 30,234.00 69,633.290 69,633 231 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 1,656.00 2,601.980 2,992 232 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,340.00 4,217.800 8,435 233 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,760.00 2,053.600 3,080 (BROKEN 3.66 M - 0.92 M) 234 150MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 220.00 321.200 321.20 321.200 321 (BROKEN 2.44M-1.22M) 235 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 225.00 1,269.090 951 (BROKEN 10.98 M - 3.66 M) 236 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 1,087.50 1,450.000 1,087 (BROKEN 5.18 M - 2.14 M) 237 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 57.00 0.000 0 238 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 9,820.00 10,082.000 10,082 PROGRAM CAS145 PAGE 10 DATE 03/06/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 01:04 PM ESTIMATE NO. 41 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 12/26/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 03/06/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 14,070.00 4,660.000 13,980 240 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 241 TRAFFIC OPERATION SYSTEM LS 398,000.0000 398,000.00 0.020 7,960.00 1.000 398,000 242 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 243 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 244 SIGNAL AND LIGHTING (LOCATION 3) LS 100,000.0000 100,000.00 1.000 100,000 245 SIGNAL AND LIGHTING (LOCATION 4) LS 110,000.0000 110,000.00 1.000 110,000 246 SIGNAL AND LIGHTING (LOCATION 7) LS 85,000.0000 85,000.00 1.000 85,000 247 SIGNAL AND LIGHTING (LOCATION 9) LS 55,000.0000 55,000.00 1.000 55,000 248 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 250,000.0000 250,000.00 1.000 250,000 249 SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 1.000 90,000 (CITY STREET LOCATION 5) 250 SIGNAL AND LIGHTING LS 80,000.0000 80,000.00 1.000 80,000 (CITY STREET LOCATION 6) 251 SIGNAL AND LIGHTING (CITY STREET LS 30,000.0000 30,000.00 1.000 30,000 LOCATION 8) 252 LIGHTING (STAGE CONSTRUCTION) LS 190,000.0000 190,000.00 1.000 190,000 253 LIGHTING AND SIGN ILLUMINATION LS 290,000.0000 290,000.00 1.000 290,000 254 HIGHWAY ADVISORY RADIO SYSTEM EA 30,000.0000 30,000.00 1.000 30,000 255 INTERCONNECTION CONDUIT AND CONDUCTOR LS 15,000.0000 15,000.00 1.000 15,000 256 VEHICLE SENSOR NODE EA 1,000.0000 24,000.00 24.000 24,000 257 EMERGENCY VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 258 DIAL-UP MODEM FOR CHANGABLE MESSAGE EA 2,000.0000 2,000.00 1.000 2,000 SIGN 259 INTEGRATED CAMERA UNIT EA 6,000.0000 42,000.00 7.000 42,000 260 CAMERA CONTROL UNIT (CCU) EA 6,000.0000 42,000.00 7.000 42,000 261 VIDEO ENCODER UNIT (VEU) EA 6,000.0000 42,000.00 7.000 42,000 262 EXTINGUISHABLE MESSAGE SIGN RADIO EA 4,000.0000 12,000.00 3.000 12,000 CONTROLLER ASSEMBLY 263 EXTINGUISHABLE MESSAGE SIGN PANEL EA 7,000.0000 56,000.00 8.000 56,000 (LED) 264 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 22,000.00 13.000 26,000 WIRELESS MODEM ASSEMBLY 265 VIDEO IMAGE VEHICLE DETECTION SYSTEM LS 118,000.0000 118,000.00 1.000 118,000 PROGRAM CAS145 PAGE 11 DATE 03/06/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 01:04 PM ESTIMATE NO. 41 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 12/26/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 03/06/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 267 DEMOLITION OF BUILDING STRUCTURES LS 47,000.0000 47,000.00 1.000 47,000 268 150 MM SEWER PIPE M 100.0000 2,600.00 26.000 2,600 269 PHOTOVOLTAIC PANEL STRUCTURE LS 20,000.0000 20,000.00 1.000 20,000 PROGRAM CAS145 PAGE 12 DATE 03/06/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 01:04 PM ESTIMATE NO. 41 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 12/26/12 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 03/06/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 69,750.00 47,441,227.81 ADJUSTMENT OF COMPENSATION 11,000.00 1,441,441.53 EXTRA WORK 142,087.27 2,773,237.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 222,837.27 51,655,906.60 270 MOBILIZATION LS 2,245,165.0000 2,245,165.00 1.000 2,245,165 ORIGINAL CONTRACT AMOUNT 48,756,304.30 TOTAL WORK COMPLETED 222,837.27 53,901,071.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -50,000.00 TOTAL 222,837.27 53,851,071.60 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/06/10 207 04/07/10 04/07/10 12/26/12 242 388 35 0 100% 100% MONEMZADEH, FAROKH RESIDENT ENGINEER PROGRAM CAS145 DATE 03/06/13