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 07/25/11 EST. NO.05 TIME 11:59 AM R.E. NAME: DEALBA, FERNANDO 06-324504 --------------------------------------------------------------------------- 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 0002 943.12 E.W. @ F.A.(+) 041511 N 0038 0 016 0002 49,642.86 A.C. @ U.P.(+) 072111 N 958642 018 0002 716.66 E.W. @ F.A.(+) 033011 N 0026B0 0003 559.39 041411 N 0034A0 51,862.03 TOTAL THIS ESTIMATE 155,982.54 TOTAL PREVIOUS ESTIMATE 207,844.57 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 07/25/11 EST. NO.05 TIME 11:59 AM R.E. NAME: DEALBA, FERNANDO 06-324504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 07/25/11 LOCATION PROGRESS ESTIMATE 06-TUL-99-41.3/53.9 ----------------- 06-FRE-99-0.0/1.2 DIABLO CONTRACTORS INC IN TULARE AND FRESNO COUNTIES IN 7 CROW CANYON COURT SUITE 100 AND NEAR KINGSBURG FROM 0.2 MILE SAN RAMON CA 94583 NORTH OF NORTH GOSHEN OVERHEAD TO 0.2 MILE NORTH OF ROUTE 99/201 CONEJO AVE SEPARATION FED. AID NO. HPLU-6206(10)E ,L-6206(10)E WIDEN ROAD WITH HOT MIX ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.000 0.00 02 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,200,000.00 20.000 40,000.00 74.000 148,000.00 04 TEMPORARY FENCE (TYPE ESA) LF 2.0000 2,760.00 1,380.000 2,760.00 05 TEMPORARY SUPPORT LS 30,000.0000 30,000.00 0.000 0.00 06 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.033 1,980.00 0.123 7,380.00 07 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.013 39.00 0.549 1,647.00 PREVENTION PLAN 08 TEMPORARY FIBER ROLL LF 2.4000 87,120.00 120.000 288.00 09 TEMPORARY SILT FENCE LF 2.4000 14,784.00 40.000 96.00 1,130.000 2,712.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 250.0000 8,000.00 1.000 250.00 1.000 250.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 48,000.00 2.000 4,000.00 4.000 8,000.00 12 TEMPORARY COVER SQYD 3.0000 12,000.00 0.000 0.00 13 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 6,400.00 0.000 0.00 14 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 24,200.00 0.000 0.00 (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 50,000.0000 50,000.00 0.033 1,650.00 0.123 6,150.00 16 STORM WATER ANNUAL REPORT EA 800.0000 3,200.00 0.000 0.00 17 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.013 260.00 0.449 8,980.00 18 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.033 9,900.00 0.123 36,900.00 19 TYPE II BARRICADE EA 100.0000 15,000.00 0.000 0.00 20 TYPE III BARRICADE EA 130.0000 1,300.00 6.000 780.00 21 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 900.00 84.000 252.00 22 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.4000 75,600.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (SURFACE MOUNTED) EA 14.0000 133,420.00 92.000 1,288.00 24 TEMPORARY PAVEMENT MARKER EA 4.0000 52,400.00 0.000 0.00 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.033 660.00 0.123 2,460.00 26 TEMPORARY RAILING (TYPE K) LF 5.0000 830,000.00 2,380.000 11,900.00 27 TEMPORARY CRASH CUSHION MODULE EA 150.0000 39,000.00 131.000 19,650.00 28 ABANDON CULVERT LF 20.0000 6,400.00 0.000 0.00 29 REMOVE FENCE LF 1.0000 61,200.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING LF 6.0000 43,500.00 350.000 2,100.00 501.000 3,006.00 31 REMOVE SINGLE THRIE BEAM BARRIER LF 8.0000 936,000.00 0.000 0.00 32 REMOVE DOUBLE THRIE BEAM BARRIER LF 10.0000 25,000.00 0.000 0.00 33 REMOVE FLARED END SECTION EA 200.0000 12,400.00 3.000 600.00 5.000 1,000.00 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 118,800.00 112.000 33.60 35 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 780.00 0.000 0.00 36 REMOVE CONTRAST TREATMENT SQFT 3.0000 17,340.00 0.000 0.00 (SLURRY OR CHIP SEAL) 37 REMOVE PAVEMENT MARKER EA 1.0000 6,830.00 0.000 0.00 38 REMOVE CONTRAST TREATMENT SQFT 3.0000 65,721.00 0.000 0.00 (EPOXY GRIT OVERLAY) 39 REMOVE ROADSIDE SIGN EA 100.0000 2,500.00 0.000 0.00 40 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 5,800.00 3,679.000 1,839.50 41 REMOVE CULVERT LF 14.0000 20,020.00 42.000 588.00 78.500 1,099.00 42 REMOVE INLET EA 500.0000 6,000.00 0.000 0.00 43 REMOVE HEADWALL EA 500.0000 1,500.00 0.000 0.00 44 REMOVE DOWNDRAIN EA 100.0000 1,300.00 3.000 300.00 45 REMOVE JUNCTION BOX EA 500.0000 500.00 0.000 0.00 46 SALVAGE SINGLE THRIE BEAM BARRIER LF 7.0000 84,000.00 0.000 0.00 47 SALVAGE METAL BRIDGE RAILING LF 12.0000 18,660.00 183.000 2,196.00 600.000 7,200.00 48 RECONSTRUCT THRIE BEAM BARRIER LF 10.0000 40,100.00 0.000 0.00 49 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 30.0000 44,700.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RESET ROADSIDE SIGN EA 250.0000 1,250.00 0.000 0.00 51 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 278,000.00 0.000 0.00 52 REMOVE CONCRETE (CURB AND GUTTER) LF 3.0000 1,950.00 0.000 0.00 53 REMOVE CONCRETE BARRIER (TYPE K) LF 30.0000 28,500.00 0.000 0.00 54 CLEAN BRIDGE DECK SQFT 0.5000 13,843.50 0.000 0.00 55 CAP INLET EA 400.0000 800.00 0.000 0.00 56 CAP RISER EA 200.0000 200.00 0.000 0.00 57 CLEAN EXISTING CULVERT EA 500.0000 34,500.00 26.000 13,000.00 58 REMOVE BOX CULVERT LF 100.0000 5,700.00 0.000 0.00 59 BRIDGE REMOVAL, LOCATION I LS 20,000.0000 20,000.00 0.000 0.00 60 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 0.000 0.00 61 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 0.000 0.00 62 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 0.000 0.00 63 BRIDGE REMOVAL (PORTION), LOCATION D LS 20,000.0000 20,000.00 0.000 0.00 64 BRIDGE REMOVAL (PORTION), LOCATION E LS 20,000.0000 20,000.00 0.000 0.00 65 BRIDGE REMOVAL (PORTION), LOCATION F LS 20,000.0000 20,000.00 0.000 0.00 66 BRIDGE REMOVAL (PORTION), LOCATION G LS 20,000.0000 20,000.00 0.000 0.00 67 BRIDGE REMOVAL (PORTION), LOCATION H LS 20,000.0000 20,000.00 0.000 0.00 68 BRIDGE REMOVAL (PORTION), LOCATION J LS 20,000.0000 20,000.00 0.000 0.00 69 BRIDGE REMOVAL (PORTION), LOCATION K LS 20,000.0000 20,000.00 0.000 0.00 70 BRIDGE REMOVAL (PORTION), LOCATION M LS 20,000.0000 20,000.00 0.700 14,000.00 71 BRIDGE REMOVAL (PORTION) LOCATION N LS 20,000.0000 20,000.00 0.700 14,000.00 72 BRIDGE REMOVAL LOCATION K LS 20,000.0000 20,000.00 0.000 0.00 73 BRIDGE REMOVAL LOCATION L LS 500,000.0000 500,000.00 0.000 0.00 74 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.300 60,000.00 75 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 0.000 0.00 76 ROADWAY EXCAVATION CY 9.0000 2,115,000.00 9,709.910 87,389.19 20,168.510 181,516.59 PROGRAM CAS145 PAGE 4 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.020 60.00 0.474 1,422.00 78 ASBESTOS COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.549 1,647.00 0.549 1,647.00 79 STRUCTURE EXCAVATION (BRIDGE) CY 40.0000 38,640.00 20.000 800.00 141.000 5,640.00 F) 80 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 37,150.00 11.000 550.00 11.000 550.00 F) 81 SAND BACKFILL CY 60.0000 2,160.00 0.000 0.00 82 IMPORTED BORROW CY 1.0000 8,260.00 0.000 0.00 83 IMPORTED MATERIAL (SHOULDER BACKING) TON 14.0000 142,800.00 0.000 0.00 84 HIGHWAY PLANTING LS 50,000.0000 50,000.00 0.000 0.00 85 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 6,000.00 0.000 0.00 86 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 500.0000 34,000.00 0.000 0.00 87 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 0.033 330.00 0.123 1,230.00 88 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.000 0.00 89 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 90 EXTEND 8" CONDUIT LF 60.0000 7,800.00 12.000 720.00 91 CLASS 2 AGGREGATE BASE CY 16.0000 1,216,000.00 3,013.100 48,209.60 8,925.800 142,812.80 92 AGGREGATE BASE (APPROACH SLAB) CY 100.0000 4,300.00 0.000 0.00 93 LEAN CONCRETE BASE CY 100.0000 2,960,000.00 0.000 0.00 94 HOT MIX ASPHALT TON 66.0000 13,134,000.00 6,012.330 396,813.78 15,522.010 1,024,452.66 95 HOT MIX ASPHALT (TYPE B) TON 72.0000 27,432.00 0.000 0.00 96 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 84.0000 2,587,200.00 0.000 0.00 97 RUMBLE STRIP STA 70.0000 116,900.00 0.000 0.00 98 DATA CORE LS 10,000.0000 10,000.00 0.000 0.00 99 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 124.00 0.000 0.00 00 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 9,800.00 0.000 0.00 01 PLACE HOT MIX ASPHALT SQYD 30.0000 77,100.00 0.000 0.00 (MISCELLANEOUS AREA) 02 TACK COAT TON 500.0000 160,000.00 6.000 3,000.00 6.000 3,000.00 03 JOINTED PLAIN CONCRETE PAVEMENT CY 100.0000 10,300,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 SHOULDER RUMBLE STRIP STA 70.0000 80,500.00 0.000 0.00 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 05 REPLACE CONCRETE PAVEMENT CY 400.0000 696,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 06 SEAL PAVEMENT JOINT LF 4.0000 404,000.00 0.000 0.00 07 SEAL ISOLATION JOINT LF 4.0000 392,000.00 0.000 0.00 08 FURNISH STEEL PIPE PILING (PP 48 X 0.75) LF 1,000.0000 379,000.00 0.000 0.00 09 DRIVE STEEL PIPE PILING (PP 48 X 0.75) EA 10,000.0000 30,000.00 0.000 0.00 10 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 22,890.00 0.000 0.00 11 FURNISH PILING (CLASS 140) LF 20.0000 77,620.00 0.000 0.00 (ALTERNATIVE X) 12 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 1,000.0000 74,000.00 0.000 0.00 13 FURNISH 48" CAST-IN-STEEL SHELL LF 400.0000 906,800.00 0.000 0.00 CONCRETE PILING 14 DRIVE 48" CAST-IN-STEEL SHELL CONCRETE EA 5,000.0000 90,000.00 0.000 0.00 PILE 15 16" CAST-IN-DRILLED-HOLE CONCRETE LF 38.0000 1,007,000.00 0.000 0.00 PILING (BARRIER) 16 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.000 0.00 17 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 54,300.00 23.000 6,900.00 40.000 12,000.00 F) 18 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 2,608,000.00 120.000 60,000.00 120.000 60,000.00 F) 19 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 283,800.00 0.000 0.00 F) (TYPE N) 20 STRUCTURAL CONCRETE, APPROACH SLAB CY 700.0000 303,100.00 0.000 0.00 (TYPE R) 21 STRUCTURAL CONCRETE, BOX CULVERT CY 500.0000 728,500.00 0.000 0.00 F) 22 CLASS 2 CONCRETE (HEADWALL) CY 1,000.0000 2,000.00 0.000 0.00 23 MINOR CONCRETE (MINOR STRUCTURE) CY 400.0000 243,200.00 7.000 2,800.00 7.000 2,800.00 F) 24 MINOR CONCRETE (SOUND WALL) CY 500.0000 28,000.00 0.000 0.00 25 PAVING NOTCH EXTENSION CF 100.0000 29,000.00 0.000 0.00 26 ARCHITECTURAL TEXTURE SQFT 2.0000 19,728.00 0.000 0.00 F) (DRY STACKED STONE) 27 ARCHITECTURAL TEXTURE (EMBEDDED PEA SQFT 10.0000 5,440.00 0.000 0.00 F) GRAVEL FACE FORMED RELIEF OVER SMOOTH CONCRETE TEXTURE) 28 ARCHITECTURAL TEXTURE (SMOOTH FACE SQFT 10.0000 25,040.00 0.000 0.00 F) FORMED RELIEF OVER EMBEDDED PEA GRAVEL TEXTURE) PROGRAM CAS145 PAGE 6 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 29 DRILL AND BOND DOWEL LF 30.0000 40,800.00 61.860 1,855.80 30 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 40.0000 45,280.00 0.000 0.00 31 INJECT CRACK (EPOXY) LF 1,000.0000 4,000.00 0.000 0.00 32 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 120,000.00 0.000 0.00 GIRDER (80'-90') 33 ERECT PRECAST CONCRETE GIRDER EA 1,000.0000 12,000.00 0.000 0.00 34 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 16.0000 569,088.00 0.000 0.00 F) 35 SOUND WALL (MASONRY BLOCK) SQFT 16.0000 110,208.00 0.000 0.00 F) 36 JOINT SEAL (MR 1/2") LF 30.0000 20,550.00 0.000 0.00 37 JOINT SEAL ASSEMBLY (MR 3") LF 80.0000 18,400.00 0.000 0.00 38 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 1,053,671.50 73,643.000 51,550.10 80,643.000 56,450.10 F) 39 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 238,860.00 0.000 0.00 F) 40 TREAT BRIDGE DECK SQFT 1.0000 27,690.00 0.000 0.00 F) 41 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 50.0000 15,400.00 0.000 0.00 42 PUBLIC SAFETY PLAN LS 2,000.0000 2,000.00 0.000 0.00 43 FURNISH SIGN STRUCTURE (TRUSS) LB 2.5000 715,372.50 0.000 0.00 F) 44 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0000 286,149.00 0.000 0.00 F) 45 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 10.0000 19,800.00 0.000 0.00 46 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 380.00 0.000 0.00 (0.063"-UNFRAMED) 47 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 850.00 0.000 0.00 (0.080"-UNFRAMED) 48 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 200.00 0.000 0.00 (0.063"-FRAMED) 49 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 350.00 0.000 0.00 (0.080"-FRAMED) 50 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 10.0000 4,500.00 0.000 0.00 51 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 700.0000 98,000.00 0.000 0.00 (SIGN FOUNDATION) 52 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 306,000.00 0.000 0.00 (SIGN FOUNDATION) 53 METAL (RAIL MOUNTED SIGN) LB 10.0000 2,400.00 0.000 0.00 54 ROADSIDE SIGN - ONE POST EA 200.0000 400.00 0.000 0.00 55 ROADSIDE SIGN - TWO POST EA 300.0000 600.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 56 INSTALL ROADSIDE SIGN EA 300.0000 1,800.00 0.000 0.00 (LAMINATED WOOD BOX POST) 57 BAT HABITAT (INTERNAL) EA 500.0000 4,000.00 0.000 0.00 58 BAT HABITAT (EXTERNAL) EA 200.0000 800.00 0.000 0.00 59 PREPARE AND PAINT CONCRETE SQFT 2.0000 8,292.00 0.000 0.00 60 PREPARE AND STAIN CONCRETE SQFT 2.0000 34,328.00 0.000 0.00 61 PREPARE CONCRETE SURFACE SQFT 10.0000 4,800.00 0.000 0.00 62 18" ALTERNATIVE PIPE CULVERT LF 34.0000 85,340.00 0.000 0.00 63 24" ALTERNATIVE PIPE CULVERT LF 50.0000 231,000.00 0.000 0.00 64 36" REINFORCED CONCRETE PIPE (RUBBER LF 100.0000 7,900.00 0.000 0.00 GASKET JOINT) 65 24" REINFORCED CONCRETE PIPE (CLASS II) LF 90.0000 1,620.00 0.000 0.00 66 18" REINFORCED CONCRETE PIPE (CLASS III) LF 40.0000 81,200.00 0.000 0.00 67 24" REINFORCED CONCRETE PIPE (CLASS III) LF 60.0000 129,600.00 0.000 0.00 68 JACKED 24" REINFORCED CONCRETE PIPE LF 400.0000 468,000.00 0.000 0.00 (CLASS II) 69 24" POLYMERIC SHEET COATED CORRUGATED LF 4.0000 1,200.00 0.000 0.00 STEEL PIPE (.109" THICK) 70 18" CORRUGATED STEEL PIPE (.109" THICK) LF 60.0000 1,260.00 0.000 0.00 71 24" CORRUGATED STEEL PIPE (.138" THICK) LF 80.0000 73,600.00 12.500 1,000.00 32.500 2,600.00 72 CLASS 1 PERMEABLE MATERIAL CY 1,000.0000 2,000.00 0.000 0.00 73 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 5,390.00 0.000 0.00 74 12" ENTRANCE TAPER EA 300.0000 2,100.00 0.000 0.00 75 12" DOWNDRAIN SLIP JOINT EA 300.0000 2,100.00 0.000 0.00 76 36" CORRUGATED STEEL PIPE INLET LF 200.0000 28,000.00 0.000 0.00 (.109" THICK) 77 24" WELDED STEEL PIPE CASING (BRIDGE) LF 150.0000 23,700.00 0.000 0.00 78 10" WELDED STEEL PIPE CASING (BRIDGE) LF 80.0000 12,640.00 0.000 0.00 79 18" ALTERNATIVE FLARED END SECTION EA 400.0000 800.00 0.000 0.00 80 24" ALTERNATIVE FLARED END SECTION EA 500.0000 37,000.00 2.000 1,000.00 2.000 1,000.00 81 MANHOLE (TYPE A) EA 3,000.0000 18,000.00 0.000 0.00 82 MINOR CONCRETE (BACKFILL) CY 90.0000 60,300.00 -7.000 -630.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 83 ROCK SLOPE PROTECTION CY 120.0000 108,000.00 0.000 0.00 (BACKING NO. 2, METHOD B) 84 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 2,020.00 0.000 0.00 85 MINOR CONCRETE (MISCELLANEOUS CY 450.0000 35,100.00 0.000 0.00 CONSTRUCTION) 86 MISCELLANEOUS IRON AND STEEL LB 1.4000 72,224.60 0.000 0.00 F) 87 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 6,960.00 0.000 0.00 88 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 47,298.00 0.000 0.00 F) 89 FENCE (TYPE BW, 4-STRAND, METAL POST) LF 5.0000 207,500.00 0.000 0.00 90 FENCE (TYPE WM, METAL POST) LF 5.0000 89,500.00 0.000 0.00 91 CHAIN LINK FENCE (TYPE CL-6) LF 12.0000 16,560.00 0.000 0.00 92 SURVEY MONUMENT (TYPE A) EA 400.0000 12,400.00 0.000 0.00 93 DELINEATOR (CLASS 1) EA 50.0000 250.00 0.000 0.00 94 METAL BEAM GUARD RAILING (STEEL POST) LF 20.0000 16,600.00 37.500 750.00 37.500 750.00 95 WILDLIFE PASSAGE WAY (TYPE S) EA 100.0000 64,000.00 0.000 0.00 96 WILDLIFE PASSAGE WAY (TYPE M) EA 400.0000 10,000.00 0.000 0.00 97 TRANSITION RAILING (TYPE STB) EA 4,000.0000 32,000.00 0.000 0.00 98 TRANSITION RAILING (TYPE WB) EA 4,000.0000 100,000.00 2.000 8,000.00 2.000 8,000.00 99 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 4,000.00 0.000 0.00 00 END CAP (TYPE A) EA 50.0000 100.00 0.000 0.00 01 END CAP (TYPE TC) EA 100.0000 1,400.00 0.000 0.00 02 END ANCHOR ASSEMBLY (TYPE SFT) EA 100.0000 1,600.00 1.000 100.00 1.000 100.00 03 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 42,000.00 2.000 6,000.00 2.000 6,000.00 04 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 75,000.00 1.000 3,000.00 1.000 3,000.00 05 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 60.0000 48,540.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 60) LF 38.0000 737,200.00 155.000 5,890.00 319.540 12,142.52 07 CONCRETE BARRIER (TYPE 60A) LF 80.0000 18,000.00 0.000 0.00 F) 08 CONCRETE BARRIER (TYPE 60C) LF 50.0000 3,465,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60R) LF 120.0000 39,600.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 10 CONCRETE BARRIER (TYPE 736) LF 80.0000 47,120.00 0.000 0.00 F) 11 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 100.0000 344,300.00 0.000 0.00 F) 12 CONCRETE BARRIER (TYPE 736SV) LF 100.0000 1,100,000.00 0.000 0.00 13 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 73,500.00 0.000 0.00 14 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,890.00 0.000 0.00 15 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 390.00 0.000 0.00 16 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 146,000.00 0.000 0.00 (BROKEN 36-12) 17 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 670.00 0.000 0.00 (BROKEN 17-7) 18 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 316,000.00 0.000 0.00 19 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 74,000.00 0.000 0.00 20 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 360.00 0.000 0.00 21 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 28,560.00 0.000 0.00 22 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 23 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.000 0.00 24 MODEL 500 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 1) 25 MODEL 500 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 2) 26 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 1) 27 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 2) 28 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 3) 29 MICROWAVE VEHICLE DETECTION SYSTEM LS 300,000.0000 300,000.00 0.000 0.00 30 TRAFFIC MONITORING STATION (LOCATION 1) LS 20,000.0000 20,000.00 0.000 0.00 31 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 0.000 0.00 32 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 1) 33 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 2) 34 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 3) 35 MODIFY VEHICLE CLASSIFICATION STATION LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 1) 36 MODIFY VEHICLE CLASSIFICATION STATION LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 2) PROGRAM CAS145 PAGE 10 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 37 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 1) 38 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 2) 39 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 1) 40 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 2) 41 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 3) 42 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 4) 43 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 5) 44 ROADSIDE WEATHER INFORMATION SYSTEM LS 40,000.0000 40,000.00 0.000 0.00 (LOCATION 6) PROGRAM CAS145 PAGE 11 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 11:59 AM ESTIMATE NO. 05 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 749,478.67 1,904,564.57 ADJUSTMENT OF COMPENSATION 49,642.86 127,519.60 EXTRA WORK 2,219.17 80,324.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 801,340.70 2,112,409.14 45 MOBILIZATION LS 6200,000.0000 6,200,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 67,312,824.10 TOTAL WORK COMPLETED 801,340.70 2,112,409.14 MATERIALS ON HAND ON SITE 500,395.57 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 801,340.70 2,612,804.71 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 01/19/11 600 03/15/11 03/15/11 08/29/13 74 15 0 0 3% 12% PROGRESS IS SATISFACTORY DEALBA, FERNANDO RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/11