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 06/21/11 EST. NO.04 TIME 11:29 AM R.E. NAME: HATEFI, AMIR 04-2285C4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 4,647.71 E.W. @ F.A.(+) 030911 N 0003.0 0002 5,176.47 031611 N 0004.0 0003 300.00 042511 N 0005.0 016 0001 1,535.40 E.W. @ F.A.(+) 040611 N 0009.0 0002 1,439.58 040611 N 0010.0 0003 38.41 040511 N 0011.0 0004 948.98 041111 N 0012.0 14,086.55 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 14,086.55 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 06/21/11 EST. NO.04 TIME 11:29 AM R.E. NAME: HATEFI, AMIR 04-2285C4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 11:29 AM ESTIMATE NO. 04 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/21/11 LOCATION PROGRESS ESTIMATE 04-CC-4-R25.6/R26.6 ----------------- R AND L BROSAMER INC IN CONTRA COSTA COUNTY IN ANTIOCH 1777 OAKLAND BLVD SUITE 300 AND PITTSBURG FROM 0.4 MILE WEST TO WALNUT CREEK CA 94596 0.6 MILE EAST OF SOMERSVILLE ROAD UNDERCROSSING FED. AID NO. NH-P004(138)N ,HPLU-6204(92) ,L-6204(92) HIGHWAY WIDENING AND RECONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.250 625.00 0.250 625.00 02 TIME-RELATED OVERHEAD WDAY 2,347.0000 1,290,850.00 20.000 46,940.00 67.000 157,249.00 03 TEMPORARY FENCE (CL-6) LF 15.0000 1,950.00 136.000 2,040.00 (VISIBILITY SCREEN) 04 TEMPORARY FENCE (TYPE CL-6) LF 12.0000 102,840.00 7,889.000 94,668.00 05 12" TEMPORARY CULVERT LF 45.0000 35,100.00 0.000 0.00 06 24" TEMPORARY CULVERT LF 100.0000 1,300.00 0.000 0.00 07 TEMPORARY 12" FLARED END SECTION EA 400.0000 2,000.00 0.000 0.00 08 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.037 2,220.00 0.122 7,320.00 09 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 10 TEMPORARY RETAINING WALL SQFT 12.0000 144,000.00 0.000 0.00 (MECHANICALLY STABILIZED EARTH) 11 TEMPORARY FIBER ROLL LF 2.5000 12,600.00 6,082.000 15,205.00 12 TEMPORARY SILT FENCE LF 2.5000 10,650.00 1,000.000 2,500.00 3,200.000 8,000.00 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 250.0000 6,250.00 2.000 500.00 3.000 750.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 47,500.00 10.000 25,000.00 15 TEMPORARY COVER SQYD 2.5000 29,500.00 750.000 1,875.00 1,168.000 2,920.00 16 MOVE-IN/MOVE-OUT EA 550.0000 6,050.00 2.000 1,100.00 3.000 1,650.00 (TEMPORARY EROSION CONTROL) 17 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 15,600.00 1.000 300.00 34.000 10,200.00 18 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 6,382.50 11,730.000 8,797.50 11,730.000 8,797.50 (BONDED FIBER MATRIX) 19 STREET SWEEPING LS 150,000.0000 150,000.00 0.037 5,550.00 0.122 18,300.00 20 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.060 1,800.00 0.480 14,400.00 21 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.037 11,100.00 0.122 36,600.00 22 TYPE III BARRICADE EA 150.0000 7,800.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 11:29 AM ESTIMATE NO. 04 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.6000 35,928.00 0.000 0.00 24 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 72,300.00 22,916.000 6,874.80 25 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 52,000.00 66.000 3,300.00 76.000 3,800.00 26 TRAFFIC PLASTIC DRUM EA 60.0000 17,400.00 10.000 600.00 27 TEMPORARY PAVEMENT MARKER EA 4.0000 12,080.00 283.000 1,132.00 28 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 40,000.00 2.000 10,000.00 2.000 10,000.00 29 TEMPORARY RAILING (TYPE K) LF 10.0000 434,000.00 864.000 8,640.00 11,430.000 114,300.00 30 TEMPORARY CRASH CUSHION MODULE EA 150.0000 51,000.00 79.000 11,850.00 31 TEMPORARY CRASH CUSHION (ABSORB 350) EA 5,000.0000 25,000.00 2.000 10,000.00 2.000 10,000.00 32 TEMPORARY TRAFFIC SCREEN LF 2.0000 67,000.00 9,810.000 19,620.00 33 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2500 10,662.50 11,671.000 14,588.75 STRIPE (HAZARDOUS WASTE) 34 NOISE MONITORING LS 6,000.0000 6,000.00 0.000 0.00 35 ABANDON CULVERT EA 250.0000 7,250.00 1.000 250.00 1.000 250.00 36 ABANDON INLET EA 600.0000 16,200.00 2.000 1,200.00 2.000 1,200.00 37 ABANDON MANHOLE EA 650.0000 1,950.00 0.000 0.00 38 REMOVE FENCE LF 5.0000 54,000.00 8,070.000 40,350.00 39 REMOVE PEDESTRIAN BARRICADE EA 80.0000 320.00 0.000 0.00 40 REMOVE METAL BEAM GUARD RAILING LF 15.0000 7,650.00 65.000 975.00 41 REMOVE SINGLE THRIE BEAM BARRIER LF 9.0000 92,700.00 1,398.000 12,582.00 42 REMOVE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 43 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 75,000.00 0.000 0.00 44 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 12,540.00 0.000 0.00 45 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,270.00 7,196.000 3,598.00 46 REMOVE PAVEMENT MARKER EA 1.0000 2,630.00 1,679.000 1,679.00 47 REMOVE ROADSIDE SIGN EA 75.0000 2,850.00 0.000 0.00 48 REMOVE ROADSIDE SIGN EA 50.0000 250.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 49 REMOVE ROADSIDE SIGN PANEL EA 75.0000 300.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 11:29 AM ESTIMATE NO. 04 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE SIGN STRUCTURE EA 6,000.0000 18,000.00 0.000 0.00 51 REMOVE SIGN OVERLAY SQFT 8.0000 64.00 0.000 0.00 52 REMOVE CULVERT LF 20.0000 27,600.00 2.000 40.00 2.000 40.00 53 REMOVE 24" ABANDONED GAS LINE LF 20.0000 12,800.00 0.000 0.00 54 REMOVE INLET EA 500.0000 6,500.00 1.000 500.00 55 REMOVE DRAINAGE MANHOLE EA 800.0000 800.00 0.000 0.00 56 REMOVE SEWER MANHOLE EA 1,000.0000 5,000.00 0.000 0.00 57 REMOVE RETAINING WALL LF 50.0000 50,500.00 0.000 0.00 58 REMOVE MASONRY WALL LF 20.0000 12,600.00 0.000 0.00 59 REMOVE SEWER PIPE LF 5.0000 7,100.00 0.000 0.00 60 REMOVE SLOPE PAVING SQFT 0.5000 4,600.00 0.000 0.00 61 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 300.0000 900.00 0.000 0.00 62 REMOVE BASE AND SURFACING CY 9.0000 186,300.00 0.000 0.00 63 RELOCATE ROADSIDE SIGN-ONE POST EA 175.0000 3,325.00 0.000 0.00 64 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 5,000.00 0.000 0.00 65 RELOCATE ROADSIDE SIGN EA 75.0000 600.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 66 ADJUST UTILITY COVER TO GRADE EA 1,000.0000 8,000.00 0.000 0.00 67 MODIFY INLET TO MANHOLE EA 2,500.0000 10,000.00 0.000 0.00 68 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 16,300.00 385.000 3,850.00 69 REMOVE CONCRETE CY 10.0000 36,600.00 0.000 0.00 (CEMENT TREATED SUBGRADE) 70 REMOVE CONCRETE CURB LF 3.0000 10,500.00 0.000 0.00 71 REMOVE CONCRETE (CURB AND GUTTER) LF 3.5000 11,060.00 962.000 3,367.00 962.000 3,367.00 72 REMOVE CONCRETE DITCH LF 6.0000 660.00 110.000 660.00 73 REMOVE CONCRETE SIDEWALK SQFT 0.6500 12,220.00 1,870.000 1,215.50 1,870.000 1,215.50 74 REMOVE CONCRETE (ISLAND PAVING) SQFT 0.6500 11,960.00 7,383.000 4,798.95 7,383.000 4,798.95 75 CAP INLET EA 700.0000 4,200.00 0.000 0.00 76 BRIDGE REMOVAL, LOCATION A LS 90,000.0000 90,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 11:29 AM ESTIMATE NO. 04 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BRIDGE REMOVAL, LOCATION B LS 90,000.0000 90,000.00 0.000 0.00 78 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.900 90,000.00 79 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.037 1,850.00 0.122 6,100.00 80 ROADWAY EXCAVATION CY 7.0000 1,134,000.00 2,767.000 19,369.00 7,420.000 51,940.00 81 ROADWAY EXCAVATION (TYPE Y-1) CY 20.0000 58,400.00 1,244.500 24,890.00 (AERIALLY DEPOSITED LEAD) 82 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 83 ADL BURIAL LOCATION REPORT LS 6,000.0000 6,000.00 0.000 0.00 84 ASBESTOS COMPLIANCE PLAN LS 550.0000 550.00 0.000 0.00 85 STRUCTURE EXCAVATION (BRIDGE) CY 40.0000 92,040.00 0.000 0.00 F) 86 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 168,010.00 222.000 2,220.00 4,706.000 47,060.00 F) 87 STRUCTURE EXCAVATION (SOUND WALL) CY 25.0000 3,500.00 0.000 0.00 88 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 35.0000 595.00 0.000 0.00 F) 89 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 30.0000 80,940.00 0.000 0.00 F) 90 STRUCTURE BACKFILL (BRIDGE) CY 90.0000 142,380.00 0.000 0.00 F) 91 STRUCTURE BACKFILL (RETAINING WALL) CY 22.0000 357,610.00 253.000 5,566.00 253.000 5,566.00 F) 92 STRUCTURE BACKFILL (SOUND WALL) CY 40.0000 18,800.00 0.000 0.00 93 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 50.0000 11,000.00 0.000 0.00 F) 94 PERVIOUS BACKFILL MATERIAL (RETAINING CY 135.0000 110,565.00 12.000 1,620.00 12.000 1,620.00 F) WALL) 95 SAND BACKFILL CY 150.0000 27,000.00 0.000 0.00 96 CONCRETE BACKFILL CY 150.0000 1,200.00 0.000 0.00 F) 97 LEAN CONCRETE BACKFILL CY 210.0000 840.00 0.000 0.00 F) 98 SOIL NAIL ASSEMBLY LF 18.6700 431,949.12 0.000 0.00 99 EROSION CONTROL (COMPOST BLANKET) CY 76.9200 4,384.44 0.000 0.00 00 FIBER ROLLS LF 2.5700 45,746.00 0.000 0.00 01 COMPOST (INCORPORATE) SQYD 12.3100 17,110.90 0.000 0.00 02 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 6,050.00 0.000 0.00 03 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0600 28,560.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 11:29 AM ESTIMATE NO. 04 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ROLLED EROSION CONTROL PRODUCT SQFT 0.8000 10,080.00 0.000 0.00 (NETTING) 05 PLANT (GROUP M) EA 2.6100 36,279.00 0.000 0.00 06 2" PLASTIC PIPE (PR 200) (SUPPLY LINE) LF 5.0000 775.00 0.000 0.00 07 4" CORRUGATED HIGH DENSITY POLYETHYLENE LF 10.0000 19,000.00 0.000 0.00 PIPE 08 8" CORRUGATED HIGH DENSITY LF 20.0000 26,600.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 09 CLASS 4 AGGREGATE SUBBASE CY 20.0000 552,000.00 0.000 0.00 10 CLASS 2 AGGREGATE BASE CY 25.0000 89,750.00 0.000 0.00 11 CLASS 3 AGGREGATE BASE CY 20.0000 444,000.00 845.000 16,900.00 845.000 16,900.00 12 LEAN CONCRETE BASE CY 110.0000 1,496,000.00 0.000 0.00 13 HOT MIX ASPHALT TON 70.0000 1,841,000.00 541.970 37,937.90 863.780 60,464.60 14 SHOULDER RUMBLE STRIP STA 75.0000 6,750.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 15 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 11,700.00 0.000 0.00 16 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 475.00 0.000 0.00 17 PLACE HOT MIX ASPHALT SQYD 25.0000 196,500.00 0.000 0.00 (MISCELLANEOUS AREA) 18 TACK COAT TON 1,000.0000 14,000.00 0.000 0.00 19 JOINTED PLAIN CONCRETE PAVEMENT CY 140.0000 3,710,000.00 0.000 0.00 20 SHOULDER RUMBLE STRIP STA 70.0000 7,280.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 21 SEAL PAVEMENT JOINT LF 5.0000 191,500.00 0.000 0.00 22 SEAL LONGITUDINAL ISOLATION JOINT LF 2.0000 32,200.00 0.000 0.00 23 STEEL SOLDIER PILE (W8 X 31) LF 25.0000 2,375.00 0.000 0.00 24 24" DRILLED HOLE LF 45.0000 4,275.00 0.000 0.00 25 FURNISH PILING (CLASS 140) LF 35.0000 477,960.00 0.000 0.00 (ALTERNATIVE W) 26 DRIVE PILE (CLASS 140) EA 700.0000 226,100.00 0.000 0.00 (ALTERNATIVE W) 27 16" CAST-IN-DRILLED-HOLE CONCRETE LF 45.0000 140,850.00 0.000 0.00 PILING (SOUND WALL) 28 PRESTRESSING CAST-IN-PLACE CONCRETE LS 230,000.0000 230,000.00 0.000 0.00 29 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 176,700.00 0.000 0.00 F) 30 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 2,505,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 11:29 AM ESTIMATE NO. 04 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STRUCTURAL CONCRETE, RETAINING WALL CY 425.0000 2,585,700.00 1,175.000 499,375.00 1,320.000 561,000.00 F) 32 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 29,500.00 0.000 0.00 F) (EBART) 33 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 193,000.00 0.000 0.00 F) (TYPE N) 34 MINOR CONCRETE (MINOR STRUCTURE) CY 750.0000 156,750.00 0.000 0.00 F) 35 MINOR CONCRETE (SOUND WALL) CY 500.0000 156,500.00 0.000 0.00 F) 36 MINOR CONCRETE (BACKFILL) CY 200.0000 1,800.00 0.000 0.00 37 ARCHITECTURAL TREATMENT SQFT 4.0000 229,620.00 11,250.000 45,000.00 18,750.000 75,000.00 F) (DELTA REGION NATIVE LANDSCAPES) 38 ARCHITECTURAL TREATMENT SQFT 4.0000 37,072.00 5,250.000 21,000.00 F) (FRACTURED RIB STRUCTURE) 39 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 702,570.00 0.000 0.00 40 JOINT SEAL (MR 1 1/2") LF 50.0000 21,150.00 0.000 0.00 41 JOINT SEAL (TYPE AL) LF 40.0000 3,120.00 0.000 0.00 42 BAR REINFORCING STEEL (BRIDGE) LB 0.7500 920,338.50 0.000 0.00 F) 43 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 694,397.00 140,374.000 140,374.00 150,412.000 150,412.00 F) 44 BAR REINFORCING STEEL (SOUND WALL) LB 3.0000 24,216.00 0.000 0.00 F) 45 SHOTCRETE CY 300.0000 127,500.00 0.000 0.00 F) 46 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 300.0000 60,000.00 0.000 0.00 47 FURNISH SIGN STRUCTURE (TRUSS) LB 2.8400 347,275.20 0.000 0.00 F) 48 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 61,140.00 0.000 0.00 F) 49 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 12.0000 17,880.00 0.000 0.00 50 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 6,200.00 0.000 0.00 (0.063"-UNFRAMED) 51 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,100.00 0.000 0.00 (0.080"-UNFRAMED) 52 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 732.00 0.000 0.00 (0.063"-FRAMED) 53 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,440.00 0.000 0.00 (0.080"-FRAMED) 54 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 757.0200 113,553.00 0.000 0.00 (SIGN FOUNDATION) 55 METAL (BARRIER MOUNTED SIGN) LB 10.0000 24,900.00 0.000 0.00 56 ROADSIDE SIGN - ONE POST EA 200.0000 7,200.00 0.000 0.00 57 ROADSIDE SIGN - TWO POST EA 300.0000 1,200.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 11:29 AM ESTIMATE NO. 04 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 65.0000 520.00 0.000 0.00 METHOD) 59 INSTALL SIGN OVERLAY SQFT 15.0000 360.00 0.000 0.00 60 TIMBER LAGGING MFBM 4,500.0000 4,500.00 0.000 0.00 F) 61 CLEAN AND PAINT STEEL SOLDIER PILING LS 5,000.0000 5,000.00 0.000 0.00 62 18" ALTERNATIVE PIPE CULVERT LF 32.0000 326,400.00 0.000 0.00 63 24" ALTERNATIVE PIPE CULVERT LF 50.0000 60,500.00 0.000 0.00 64 30" ALTERNATIVE PIPE CULVERT LF 75.0000 34,500.00 0.000 0.00 65 18" ALTERNATIVE SLOTTED PIPE LF 100.0000 23,000.00 0.000 0.00 66 12" REINFORCED CONCRETE PIPE LF 95.0000 6,270.00 0.000 0.00 67 24" REINFORCED CONCRETE PIPE (JACKED) LF 500.0000 55,000.00 0.000 0.00 68 18" REINFORCED CONCRETE PIPE (CLASS V) LF 50.0000 7,000.00 0.000 0.00 69 12" CORRUGATED STEEL PIPE LF 30.0000 2,460.00 0.000 0.00 70 36" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 1,400.00 0.000 0.00 71 2" PLASTIC PIPE LF 25.0000 500.00 0.000 0.00 72 8" PLASTIC PIPE UNDERDRAIN TERMINAL LF 70.0000 4,340.00 0.000 0.00 RISER 73 8" PLASTIC PIPE UNDERDRAIN RISER LF 70.0000 1,750.00 0.000 0.00 74 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.0000 123,500.00 0.000 0.00 75 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 55.0000 58,850.00 0.000 0.00 76 DRAINAGE INLET MARKER EA 175.0000 2,450.00 0.000 0.00 77 WELDED STEEL PIPE CASING (BRIDGE) LF 100.0000 900.00 0.000 0.00 78 24" WELDED STEEL PIPE CASING (BRIDGE) LF 150.0000 48,150.00 0.000 0.00 79 12" WELDED STEEL PIPE (.250" THICK) LF 100.0000 5,900.00 0.000 0.00 80 18" ALTERNATIVE FLARED END SECTION EA 400.0000 1,600.00 0.000 0.00 81 SIDEWALK CROSS DRAIN LF 50.0000 650.00 0.000 0.00 82 DRAINAGE MANHOLE EA 5,000.0000 5,000.00 0.000 0.00 83 8" VITRIFIED CLAY PIPE LF 85.0000 108,800.00 600.000 51,000.00 600.000 51,000.00 84 SANITARY SEWER MANHOLE EA 5,000.0000 35,000.00 3.000 15,000.00 3.000 15,000.00 PROGRAM CAS145 PAGE 8 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 11:29 AM ESTIMATE NO. 04 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ROCK SLOPE PROTECTION CY 200.0000 1,000.00 0.000 0.00 (FACING, METHOD B) 86 ROCK SLOPE PROTECTION CY 150.0000 2,100.00 0.000 0.00 (BACKING NO. 2, METHOD B) 87 SLOPE PAVING (CONCRETE) CY 1,250.0000 52,500.00 0.000 0.00 F) 88 SLOPE PAVING (CONCRETE) (BLOCK PAVER) SQFT 30.0000 177,000.00 0.000 0.00 F) 89 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 330.00 0.000 0.00 90 MINOR CONCRETE (CURB) CY 400.0000 48,000.00 0.000 0.00 91 MINOR CONCRETE (CURB AND GUTTER) CY 400.0000 56,000.00 0.000 0.00 92 MINOR CONCRETE (ISLAND PAVING) CY 300.0000 5,100.00 0.000 0.00 93 MINOR CONCRETE (DRIVEWAY) CY 300.0000 8,400.00 18.000 5,400.00 18.000 5,400.00 F) 94 MINOR CONCRETE (GUTTER) CY 660.0000 51,480.00 0.000 0.00 F) 95 MINOR CONCRETE (SIDEWALK) CY 400.0000 124,000.00 0.000 0.00 F) 96 MINOR CONCRETE SQFT 8.0000 28,080.00 0.000 0.00 (CONTRASTING SURFACE TREATMENT) 97 MINOR CONCRETE (CURB RAMP) CY 400.0000 3,200.00 2.000 800.00 2.000 800.00 F) 98 MISCELLANEOUS IRON AND STEEL LB 1.6500 56,416.80 0.000 0.00 F) 99 BRIDGE DECK DRAINAGE SYSTEM LB 8.0000 9,800.00 0.000 0.00 F) 00 CHAIN LINK FENCE (TYPE CL-4) LF 8.0000 30,560.00 0.000 0.00 01 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 15.0000 12,120.00 236.000 3,540.00 236.000 3,540.00 F) 02 CHAIN LINK FENCE (TYPE CL-6) LF 12.0000 12,120.00 0.000 0.00 03 WOOD FENCE LF 70.0000 5,600.00 0.000 0.00 04 16' WIRE MESH GATE EA 850.0000 850.00 0.000 0.00 05 16' CHAIN LINK GATE (TYPE CL-6) EA 1,250.0000 2,500.00 0.000 0.00 06 SURVEY MONUMENT (TYPE D) EA 800.0000 3,200.00 0.000 0.00 07 DELINEATOR (CLASS 1) EA 50.0000 3,650.00 0.000 0.00 08 GUARD RAILING DELINEATOR EA 40.0000 1,440.00 0.000 0.00 09 OBJECT MARKER (TYPE P) EA 70.0000 2,450.00 4.000 280.00 24.000 1,680.00 10 OBJECT MARKER (TYPE R) EA 105.0000 105.00 0.000 0.00 11 OBJECT MARKER (TYPE K-1) EA 90.0000 540.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 11:29 AM ESTIMATE NO. 04 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 OBJECT MARKER (TYPE L-1) EA 80.0000 400.00 0.000 0.00 13 METAL BEAM GUARD RAILING (WOOD POST) LF 12.0000 8,400.00 0.000 0.00 14 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 31,800.00 0.000 0.00 15 PEDESTRIAN HANDRAILING LF 70.0000 35,700.00 0.000 0.00 16 EBART CONCRETE BARRIER (TYPE A) LF 130.0000 1,106,300.00 0.000 0.00 17 EBART CONCRETE BARRIER (TYPE B) LF 200.0000 90,000.00 0.000 0.00 18 EBART CONCRETE BARRIER (TYPE C) LF 210.0000 176,400.00 0.000 0.00 19 CABLE RAILING LF 18.0000 39,654.00 0.000 0.00 F) 20 TRANSITION RAILING (TYPE WB) EA 3,200.0000 19,200.00 0.000 0.00 21 TERMINAL SYSTEM (TYPE CAT) EA 3,600.0000 3,600.00 0.000 0.00 22 END ANCHOR ASSEMBLY (TYPE SFT) EA 850.0000 3,400.00 0.000 0.00 23 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 8,800.00 0.000 0.00 24 CRASH CUSHION (REACT 9SCBS) EA 55,000.0000 55,000.00 0.000 0.00 25 CONCRETE BARRIER (TYPE 60C) LF 90.0000 8,550.00 0.000 0.00 26 CONCRETE BARRIER (TYPE 60D) LF 35.0000 92,505.00 0.000 0.00 F) 27 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 75.0000 69,900.00 0.000 0.00 F) 28 CONCRETE BARRIER (TYPE 732) LF 75.0000 38,850.00 0.000 0.00 F) 29 CONCRETE BARRIER (TYPE 732A) LF 65.0000 186,420.00 0.000 0.00 F) 30 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 80.0000 114,640.00 0.000 0.00 F) 31 CONCRETE BARRIER (TYPE 736SV MOD) LF 190.0000 7,600.00 0.000 0.00 F) 32 CONCRETE BARRIER (TYPE 736SV) LF 110.0000 32,450.00 0.000 0.00 F) 33 CONCRETE BARRIER (TYPE 742B) LF 125.0000 131,250.00 0.000 0.00 34 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 27,945.00 0.000 0.00 35 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 20,440.00 0.000 0.00 36 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 17,920.00 0.000 0.00 37 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,580.00 0.000 0.00 38 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 25,080.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 11:29 AM ESTIMATE NO. 04 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,037.7800 5,037.78 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 40 SIGNAL AND LIGHTING (LOCATION 1) LS 203,054.4100 203,054.41 0.000 0.00 41 SIGNAL AND LIGHTING (LOCATION 2) LS 166,246.8500 166,246.85 0.000 0.00 42 TEMPORARY SIGNAL SYSTEM (CITY) LS 65,491.1800 65,491.18 0.204 13,360.20 0.614 40,211.58 43 SIGNAL AND LIGHTING LS 191,435.7700 191,435.77 0.000 0.00 (CITY STREET LOCATION 1) 44 SIGNAL AND LIGHTING LS 7,556.6800 7,556.68 0.000 0.00 (CITY STREET LOCATION 2) 45 LIGHTING (TEMPORARY) LS 125,944.5800 125,944.58 0.000 0.00 46 LIGHTING (CITY STREET) LS 85,138.5400 85,138.54 0.000 0.00 47 LIGHTING (CITY STREET) (TEMPORARY) LS 8,564.2300 8,564.23 0.000 0.00 48 EBART PULL BOX (TYPE E) EA 6,246.8500 106,196.45 0.000 0.00 49 LIGHTING AND SIGN ILLUMINATION LS 181,360.2000 181,360.20 0.000 0.00 50 TEMPORARY SIGNAL SYSTEM LS 246,851.3800 246,851.38 0.220 54,307.30 0.411 101,455.92 51 INTERCONNECTION CONDUIT AND CABLE LS 65,491.1800 65,491.18 0.000 0.00 52 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 53 EBART CONDUIT RACEWAY (6-4") LF 66.0000 332,640.00 0.000 0.00 54 COMMUNICATION CONDUIT (FIBER OPTIC) LS 380,000.0000 380,000.00 0.000 0.00 55 TRAFFIC OPERATIONS SYSTEMS LS 270,000.0000 270,000.00 0.000 0.00 56 INTEGRATED CAMERA UNIT EA 8,200.0000 8,200.00 0.000 0.00 57 CAMERA CONTROL UNIT EA 8,200.0000 8,200.00 0.000 0.00 58 VIDEO ENCODER UNIT EA 8,200.0000 8,200.00 0.000 0.00 59 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,600.0000 7,800.00 0.000 0.00 WIRELESS MODEM ASSEMBLY 60 POWER STRIP EA 1,600.0000 1,600.00 0.000 0.00 61 EQUIPMENT SHELF WITH BRACKET EA 2,100.0000 6,300.00 0.000 0.00 62 EMERGENCY VEHICLE DETECTION SYSTEM LS 26,000.0000 26,000.00 0.000 0.00 63 HYBRID CAMERA CABLE LF 6.0000 1,980.00 0.000 0.00 64 NO. 2 PACIFIC GAS AND ELECTRIC PULLBOX EA 800.0000 800.00 0.000 0.00 65 NO. 3 PACIFIC GAS AND ELECTRIC PULLBOX EA 900.0000 900.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 11:29 AM ESTIMATE NO. 04 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 NO. 5 PACIFIC GAS AND ELECTRIC VAULT EA 6,000.0000 12,000.00 0.000 0.00 67 NO. 7 PACIFIC GAS AND ELECTRIC VAULT EA 7,500.0000 67,500.00 0.000 0.00 68 2" PACIFIC GAS AND ELECTRIC CONDUIT LF 2.1000 31.50 0.000 0.00 69 3" PACIFIC GAS AND ELECTRIC CONDUIT LF 3.1000 55.80 0.000 0.00 70 4" PACIFIC GAS AND ELECTRIC CONDUIT LF 4.1000 943.00 0.000 0.00 71 6" PACIFIC GAS AND ELECTRIC CONDUIT LF 7.1000 10,153.00 0.000 0.00 72 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 73 RAIN EVENT ACTION PLAN EA 100.0000 11,000.00 3.000 300.00 4.000 400.00 74 STORM WATER ANNUAL REPORT EA 500.0000 1,500.00 0.000 0.00 75 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 15,000.00 0.000 0.00 76 EBART PULL BOX (TYPE D) EA 7,000.0000 14,000.00 0.000 0.00 77 EBART CONDUIT RACEWAY (9-4") LF 76.0000 15,960.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285C4 TIME 11:29 AM ESTIMATE NO. 04 BID OPENING 10/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,040,318.35 2,006,745.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 14,086.55 14,086.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,054,404.90 2,020,832.15 78 MOBILIZATION LS 3200,000.0000 3,200,000.00 0.250 800,000.00 0.750 2,400,000.00 ORIGINAL CONTRACT AMOUNT 35,727,083.49 TOTAL WORK COMPLETED 1,854,404.90 4,420,832.15 MATERIALS ON HAND ON SITE 1,810,481.69 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,854,404.90 6,231,313.84 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 01/19/11 550 03/16/11 03/16/11 02/04/13 67 0 0 0 12% 12% PROGRESS IS SATISFACTORY HATEFI, AMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/11