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 02/26/13 EST. NO.08 TIME 07:35 AM R.E. NAME: VIRK,KEWAL 10-415704 --------------------------------------------------------------------------- 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 0030 523.15 E.W. @ F.A.(+) 100512 N 0046.0 0038 427.94 101712 N 0058.0 0050 6,160.00 021213 N 0079.0 004 0002 407.05 E.W. @ F.A.(+) 112712 N 0075.0 0003 221.15 122812 N 0077.0 0004 382.55 111512 N 0078.0 8,121.84 TOTAL THIS ESTIMATE 5,464,617.81 TOTAL PREVIOUS ESTIMATE 5,472,739.65 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 02/26/13 EST. NO.08 TIME 07:35 AM R.E. NAME: VIRK,KEWAL 10-415704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 04 MISSING PAYROLLS -10,000.00 05 REC'ED PAYROLLS 10,000.00 06 MISSING PAYROLLS -10,000.00 07 MISSING PAYROLLS -10,000.00 08 -10,000.00 -30,000.00 OVERBID ITEMS OVERBID ITEM NO. 235 -9,586.25 02 OVERBID ITEM NO. 235 -4,793.12 03 OVERBID ITEM NO. 235 -3,834.50 06 0.00 -18,213.87 TOTAL DEDUCTIONS -10,000.00 -48,213.87 PROGRAM CAS145 PAGE 1 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415704 TIME 07:35 AM ESTIMATE NO. 08 BID OPENING 03/13/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: VIRK,KEWAL DATE OF THIS ESTIMATE 02/26/13 LOCATION RERUN PROGRESS ESTIMATE 10-MER-99-4.6/10.5 ----------------------- TEICHERT/FLATIRON WEST A JOINT IN MERCED COUNTY NEAR MERCED FROM VENTURE BUCHANAN HOLLOW ROAD TO 0.3 MILE P O BOX 1118 NORTH OF MCHENRY ROAD STOCKTON CA 95201 FED. AID NO. N O N E CONST. FREEWAY, INTERCHANGE, 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 5,000.0000 5,000.00 0.250 1,250 002 TIME-RELATED OVERHEAD WDAY 5,200.0000 3,406,000.00 17.000 88,400.00 138.000 717,600 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 1,700.00 0.000 0 004 TEMPORARY FENCE (TYPE ESA) LF 3.5000 18,130.00 3,850.000 13,475 005 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.200 5,000 006 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 2.2500 110,250.00 820.000 1,845.00 26,877.000 60,473 008 TEMPORARY SILT FENCE LF 1.7500 140,700.00 820.000 1,435.00 3,355.000 5,871 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 80,000.00 6.000 30,000 010 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 35,000.00 6.000 30,000 011 TEMPORARY STRAW BALE BARRIER LF 8.2500 9,240.00 0.000 0 012 MOVE-IN/MOVE-OUT EA 750.0000 18,000.00 4.000 3,000 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 185.0000 11,470.00 5.000 925 014 TEMPORARY HYDRAULIC MULCH SQYD 0.2000 230,000.00 384,760.000 76,952 (POLYMER STABILIZED FIBER MATRIX) 015 STREET SWEEPING LS 25,000.0000 25,000.00 0.200 5,000 016 TEMPORARY CREEK DIVERSION SYSTEM LS 160,000.0000 160,000.00 0.700 112,000 017 TEMPORARY DRAINAGE INLET COVER EA 565.0000 14,125.00 25.000 14,125 018 STORM WATER ANNUAL REPORT EA 1,000.0000 3,000.00 0.000 0 019 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.600 30,000 020 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.200 20,000 021 TYPE III BARRICADE EA 75.0000 6,750.00 59.000 4,425 022 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 2,520.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415704 TIME 07:35 AM ESTIMATE NO. 08 BID OPENING 03/13/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: VIRK,KEWAL DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,160.00 0.000 0 (LEFT IN PLACE) 024 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.200 5,000 025 TEMPORARY RAILING (TYPE K) LF 5.0000 46,350.00 0.000 0 026 TEMPORARY CRASH CUSHION MODULE EA 175.0000 12,250.00 0.000 0 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 19,780.00 0.000 0 STRIPE (HAZARDOUS WASTE) 028 ABANDON REINFORCED CONCRETE BOX EA 3,300.0000 3,300.00 0.000 0 029 ABANDON CULVERT EA 900.0000 8,100.00 0.000 0 030 ABANDON WATER WELL EA 4,800.0000 48,000.00 1.000 4,800 031 OBLITERATE SURFACING SQYD 1.8000 11,124.00 0.000 0 032 REMOVE FENCE (TYPE WM) LF 1.0000 21,200.00 29,773.000 29,773 033 REMOVE METAL BEAM GUARD RAILING LF 6.0000 8,160.00 60.000 360.00 60.000 360 034 REMOVE FLARED END SECTION EA 250.0000 8,250.00 0.000 0 035 REMOVE DOUBLE THRIE BEAM BARRIER LF 7.5000 37,050.00 0.000 0 036 REMOVE PAINTED TRAFFIC STRIPE LF 0.8000 9,680.00 0.000 0 037 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 360.00 0.000 0 038 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 15,440.00 900.000 720 039 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 4,080.00 210.000 630 040 REMOVE PAVEMENT MARKER EA 1.5000 1,320.00 22.000 33 041 REMOVE CHANNELIZERS EA 20.0000 980.00 0.000 0 042 REMOVE ROADSIDE SIGN EA 125.0000 8,000.00 1.000 125 043 REMOVE CULVERT LF 8.0000 33,760.00 3,945.000 31,560 044 REMOVE GRATED LINE DRAIN LF 10.0000 11,000.00 0.000 0 045 REMOVE SURVEY MONUMENT EA 300.0000 600.00 0.000 0 046 REMOVE INLET EA 400.0000 6,000.00 0.000 0 047 REMOVE HEADWALL EA 500.0000 10,000.00 16.000 8,000 048 REMOVE WINGWALL EA 650.0000 1,950.00 1.000 650 049 REMOVE REINFORCED CONCRETE BOX CULVERT CY 215.0000 32,250.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415704 TIME 07:35 AM ESTIMATE NO. 08 BID OPENING 03/13/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: VIRK,KEWAL DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE FLUME DOWNDRAIN EA 1,000.0000 1,000.00 0.000 0 051 REMOVE MASONRY BLOCK WALL LF 80.0000 3,520.00 38.000 3,040 052 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 500.0000 1,500.00 0.000 0 053 REMOVE BASE AND SURFACING CY 13.5000 47,385.00 902.000 12,177 054 REMOVE CONCRETE DECK SURFACE SQFT 12.0000 18,720.00 0.000 0 055 RECONSTRUCT CHAIN LINK FENCE LF 20.0000 3,000.00 0.000 0 056 RECONSTRUCT METAL BEAM GUARD RAILING LF 16.0000 8,160.00 66.000 1,056.00 66.000 1,056 (STEEL POST) 057 RESET MAILBOX EA 300.0000 3,000.00 0.000 0 058 RESET ROADSIDE SIGN EA 200.0000 200.00 0.000 0 059 RELOCATE ROADSIDE SIGN EA 250.0000 2,000.00 1.000 250 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.5000 10,835.00 0.000 0 061 REMOVE CONCRETE SQFT 10.0000 540.00 0.000 0 062 REMOVE CONCRETE BARRIER (TYPE K) LF 1.0000 540.00 0.000 0 063 REMOVE CONCRETE BARRIER (TYPE 60C) LF 1.2500 1,725.00 0.000 0 064 REMOVE CONCRETE BARRIER (TYPE 60) LF 7.0000 6,160.00 0.000 0 065 CLEAN CULVERT CY 175.0000 12,075.00 0.000 0 066 CAP INLET EA 1,400.0000 5,600.00 0.000 0 067 REMOVE CRASH CUSHION (SAND FILLED) EA 1,000.0000 3,000.00 0.000 0 068 BRIDGE REMOVAL LS 25,000.0000 25,000.00 0.000 0 069 BRIDGE REMOVAL (PORTION), LOCATION A LS 27,000.0000 27,000.00 0.150 4,050.00 0.150 4,050 070 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 0.150 3,750.00 0.150 3,750 071 BRIDGE REMOVAL (PORTION), LOCATION C LS 35,000.0000 35,000.00 0.150 5,250.00 0.150 5,250 072 SALVAGE CRASH CUSHION EA 2,500.0000 2,500.00 0.000 0 073 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 0.950 142,500 074 ROADWAY EXCAVATION CY 1.5500 1,274,100.00 575,549.000 892,100 075 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 076 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 76,500.00 1,125.000 56,250 (F) PROGRAM CAS145 PAGE 4 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415704 TIME 07:35 AM ESTIMATE NO. 08 BID OPENING 03/13/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: VIRK,KEWAL DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL (BRIDGE) CY 125.0000 102,125.00 25.000 3,125.00 372.500 46,562 (F) 078 SAND BACKFILL CY 100.0000 18,000.00 0.000 0 079 DITCH EXCAVATION CY 4.0000 6,880.00 0.000 0 080 IMPORTED BORROW CY 6.2500 6,500,000.00 19,142.000 119,637 081 IMPORTED MATERIAL (SHOULDER BACKING) TON 18.0000 20,340.00 0.000 0 082 EROSION CONTROL (COMPOST BLANKET) CY 28.5000 249,660.00 0.000 0 083 EROSION CONTROL (DRILL SEED) (ACRE) ACRE 555.0000 23,310.00 0.000 0 084 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 765.0000 4,590.00 0.000 0 085 EROSION CONTROL (HYDROSEED) (TYPE 1) ACRE 1,475.0000 324,500.00 0.000 0 086 EROSION CONTROL (HYDROSEED) (TYPE 2) ACRE 1,140.0000 47,880.00 0.000 0 087 8" BITUMINOUS COATED CORRUGATED STEEL LF 34.0000 35,020.00 112.000 3,808 PIPE CONDUIT (.064" THICK) 088 LIME TON 120.0000 499,200.00 0.000 0 089 LIME STABILIZED SOIL SQYD 1.0000 305,000.00 0.000 0 090 CLASS 4 AGGREGATE SUBBASE CY 9.0000 605,700.00 0.000 0 091 CLASS 2 AGGREGATE BASE CY 29.5000 2,923,450.00 14,293.000 421,643.50 37,318.000 1,100,881 092 ASPHALTIC EMULSION (CURING SEAL) TON 450.0000 63,000.00 0.000 0 093 CRACK TREATMENT LNMI 3,500.0000 35,000.00 0.000 0 094 HOT MIX ASPHALT TON 62.0000 9,114,000.00 3,834.160 237,717 095 RUMBLE STRIP STA 26.0000 14,560.00 0.000 0 096 DATA CORE LS 500.0000 500.00 0.000 0 097 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 2,475.00 0.000 0 098 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.5000 27,750.00 0.000 0 099 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 57,300.00 0.000 0 100 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 720.00 0.000 0 101 PLACE HOT MIX ASPHALT SQYD 12.0000 74,160.00 0.000 0 (MISCELLANEOUS AREA) 102 TACK COAT TON 1.0000 68.00 0.000 0 103 CONTINUOUSLY REINFORCED CONCRETE CY 183.0000 14,823,000.00 0.000 0 PAVEMENT PROGRAM CAS145 PAGE 5 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415704 TIME 07:35 AM ESTIMATE NO. 08 BID OPENING 03/13/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: VIRK,KEWAL DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONTINUOUSLY REINFORCED CONCRETE LF 150.0000 11,400.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE B) 105 CONTINUOUSLY REINFORCED CONCRETE LF 245.0000 169,050.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE F) 106 CONTINUOUSLY REINFORCED CONCRETE LF 120.0000 164,400.00 0.000 0 PAVEMENT (PAVEMENT ANCHOR) 107 JOINTED PLAIN CONCRETE PAVEMENT CY 120.0000 1,872,000.00 0.000 0 108 SHOULDER RUMBLE STRIP STA 21.0000 10,920.00 0.000 0 (CONCRETE PAVEMENT, ROLLED-IN INDENTATIONS) 109 SEAL PAVEMENT JOINT LF 1.6000 419,200.00 0.000 0 110 SEAL ISOLATION JOINT LF 4.5000 20,970.00 0.000 0 111 FURNISH PILING (CLASS 90) LF 25.0000 259,450.00 3,533.450 88,336.25 8,830.450 220,761 112 DRIVE PILE (CLASS 90) EA 900.0000 227,700.00 72.000 64,800.00 210.000 189,000 113 FURNISH PILING (CLASS 140) LF 25.0000 53,450.00 2,138.000 53,450 114 DRIVE PILE (CLASS 140) EA 900.0000 32,400.00 36.000 32,400 115 FURNISH 16" CAST-IN-STEEL SHELL LF 80.0000 1,133,600.00 847.000 67,760.00 9,784.000 782,720 CONCRETE PILING 116 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 1,100.0000 224,400.00 12.000 13,200.00 141.000 155,100 PILE 117 PRESTRESSING CAST-IN-PLACE CONCRETE LS 70,000.0000 70,000.00 0.000 0 118 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 26,250.00 61.000 15,250.00 105.000 26,250 (F) 119 STRUCTURAL CONCRETE, BRIDGE CY 445.0000 2,690,025.00 306.000 136,170.00 2,946.000 1,310,970 (F) 120 STRUCTURAL CONCRETE, APPROACH SLAB CY 950.0000 988,000.00 0.000 0 (F) (TYPE N) 121 STRUCTURAL CONCRETE, BOX CULVERT CY 870.0000 861,300.00 139.000 120,930 (F) 122 STRUCTURAL CONCRETE, WINGWALL CY 530.0000 84,800.00 0.000 0 (F) 123 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 333,000.00 124.000 186,000 (F) 124 ARCHITECTURAL SURFACE SQFT 35.0000 6,650.00 46.000 1,610.00 46.000 1,610 (F) (COBBLESTONE TEXTURE) 125 DRILL AND BOND DOWEL LF 50.0000 47,000.00 0.000 0 126 MASONRY BLOCK WALL SQFT 100.0000 4,800.00 28.800 2,880 (F) 127 JOINT SEAL (MR 1/2") LF 34.0000 24,106.00 0.000 0 128 JOINT SEAL (MR 1") LF 36.0000 8,496.00 0.000 0 129 JOINT SEAL (MR 2") LF 124.0000 10,168.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415704 TIME 07:35 AM ESTIMATE NO. 08 BID OPENING 03/13/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: VIRK,KEWAL DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 JOINT SEAL (TYPE B) LF 70.0000 48,300.00 0.000 0 131 BAR REINFORCING STEEL (BRIDGE) LB 0.7500 1,023,375.00 91,167.000 68,375.25 676,736.890 507,552 (F) 132 BAR REINFORCING STEEL (BOX CULVERT) LB 0.9000 191,423.70 29,845.000 26,860 (F) 133 BAR REINFORCING STEEL (WINGWALL) LB 1.1500 12,061.20 0.000 0 (F) 134 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6500 266,968.30 0.000 0 (F) 135 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 10,971.30 0.000 0 (F) 136 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 7,650.00 0.000 0 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 7,200.00 0.000 0 (0.063"-UNFRAMED) 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 7,670.00 0.000 0 (0.080"-UNFRAMED) 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,000.00 0.000 0 (0.063"-FRAMED) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 4,000.00 0.000 0 (0.080"-FRAMED) 141 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 530.0000 40,280.00 0.000 0 (SIGN FOUNDATION) 142 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 530.0000 23,320.00 0.000 0 (SIGN FOUNDATION) 143 ROADSIDE SIGN - ONE POST EA 250.0000 30,000.00 0.000 0 144 ROADSIDE SIGN - TWO POST EA 675.0000 9,450.00 0.000 0 145 PREPARE AND STAIN CONCRETE SQFT 20.0000 19,200.00 0.000 0 146 12" ALTERNATIVE PIPE CULVERT LF 65.0000 1,885.00 29.000 1,885 147 18" ALTERNATIVE PIPE CULVERT LF 51.0000 301,920.00 86.000 4,386.00 3,328.000 169,728 148 24" ALTERNATIVE PIPE CULVERT LF 52.0000 235,560.00 2,532.000 131,664 149 36" ALTERNATIVE PIPE CULVERT LF 75.0000 88,500.00 1,117.000 83,775 150 12" REINFORCED CONCRETE PIPE LF 75.0000 3,075.00 0.000 0 (RUBBER GASKET JOINT) 151 24" REINFORCED CONCRETE PIPE (RUBBER LF 47.0000 39,950.00 440.000 20,680 GASKET JOINT) 152 36" REINFORCED CONCRETE PIPE (RUBBER LF 75.0000 60,750.00 810.000 60,750 GASKET JOINT) 153 18" CORRUGATED STEEL PIPE (.109" THICK) LF 150.0000 2,550.00 0.000 0 154 8" PERFORATED STEEL PIPE UNDERDRAIN LF 85.0000 5,100.00 0.000 0 (.064" THICK) 155 PERMEABLE MATERIAL (BRIDGE) CY 50.0000 800.00 0.000 0 (F) 156 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 35.0000 6,300.00 0.000 0 (.064" THICK) PROGRAM CAS145 PAGE 7 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415704 TIME 07:35 AM ESTIMATE NO. 08 BID OPENING 03/13/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: VIRK,KEWAL DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 FLUME DOWNDRAIN LF 30.0000 5,100.00 0.000 0 158 TAPERED INLET EA 200.0000 800.00 0.000 0 159 FLUME ANCHOR ASSEMBLY EA 150.0000 6,300.00 0.000 0 160 36" CORRUGATED STEEL PIPE INLET LF 450.0000 22,050.00 9.900 4,455 (.079" THICK) 161 12" CONCRETE FLARED END SECTION EA 850.0000 850.00 0.000 0 162 24" CONCRETE FLARED END SECTION EA 900.0000 6,300.00 0.000 0 163 36" CONCRETE FLARED END SECTION EA 1,300.0000 13,000.00 0.000 0 164 12" ALTERNATIVE FLARED END SECTION EA 250.0000 500.00 0.000 0 165 18" ALTERNATIVE FLARED END SECTION EA 275.0000 30,250.00 26.000 7,150 166 24" ALTERNATIVE FLARED END SECTION EA 300.0000 15,900.00 3.000 900 167 36" ALTERNATIVE FLARED END SECTION EA 950.0000 14,250.00 6.000 5,700 168 MINOR CONCRETE (BACKFILL) CY 105.0000 3,885.00 10.000 1,050 169 ROCK SLOPE PROTECTION CY 80.0000 444,000.00 1,400.000 112,000 (1/4T, METHOD B) 170 ROCK SLOPE PROTECTION CY 85.0000 41,650.00 0.000 0 (NO. 1, METHOD B) 171 ROCK SLOPE PROTECTION CY 100.0000 149,000.00 55.000 5,500.00 720.500 72,050 (NO. 2, METHOD B) 172 SLOPE PAVING (EXPOSED AGGREGATE) SQFT 9.0000 35,100.00 0.000 0 (F) 173 ROCK SLOPE PROTECTION FABRIC SQYD 4.1500 41,915.00 1,401.000 5,814.15 2,706.000 11,229 174 MINOR CONCRETE (CURB) CY 395.0000 55,300.00 0.000 0 175 MINOR CONCRETE (TEXTURED PAVING) SQFT 9.2000 57,868.00 0.000 0 176 MISCELLANEOUS IRON AND STEEL LB 2.0000 83,522.00 26,108.000 52,216 (F) 177 CHAIN LINK FENCE (TYPE CL-6) LF 7.9000 498,490.00 0.000 0 178 CHAIN LINK FENCE (TYPE CL-6 MODIFIED) LF 50.0000 2,200.00 0.000 0 179 12' CHAIN LINK GATE (TYPE CL-6) EA 975.0000 3,900.00 0.000 0 180 16' CHAIN LINK GATE (TYPE CL-6) EA 1,300.0000 1,300.00 0.000 0 181 SURVEY MONUMENT (TYPE D) EA 300.0000 600.00 0.000 0 182 DELINEATOR (CLASS 1) EA 35.0000 36,400.00 0.000 0 183 MILEPOST MARKER EA 50.0000 650.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415704 TIME 07:35 AM ESTIMATE NO. 08 BID OPENING 03/13/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: VIRK,KEWAL DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 GUARD RAILING DELINEATOR EA 25.0000 3,000.00 0.000 0 185 OBJECT MARKER (TYPE P) EA 90.0000 1,170.00 0.000 0 186 OBJECT MARKER (TYPE L-1) EA 50.0000 2,400.00 0.000 0 187 METAL BEAM GUARD RAILING (STEEL POST) LF 23.0000 7,130.00 0.000 0 188 VEGETATION CONTROL (MINOR CONCRETE) SQYD 38.0000 638,400.00 0.000 0 189 CONCRETE BARRIER (TYPE K) LF 17.0000 13,090.00 0.000 0 190 TUBULAR BICYCLE RAILING LF 80.0000 135,440.00 0.000 0 (F) 191 DOUBLE METAL BEAM GUARD RAILING LF 27.0000 25,650.00 0.000 0 (STEEL POST) 192 TRANSITION RAILING (TYPE WB) EA 2,800.0000 154,000.00 0.000 0 193 RAIL TENSIONING ASSEMBLY EA 150.0000 1,500.00 0.000 0 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 575.0000 2,875.00 0.000 0 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,300.0000 138,000.00 0.000 0 196 CRASH CUSHION, SAND FILLED EA 4,000.0000 4,000.00 0.000 0 197 CRASH CUSHION (TYPE CAT) EA 4,750.0000 47,500.00 0.000 0 198 CRASH CUSHION (TYPE CAT) BACKUP EA 250.0000 2,500.00 0.000 0 199 QUADGUARD SYSTEM (6 BAY) EA 27,000.0000 27,000.00 0.000 0 200 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 90.0000 150,120.00 0.000 0 (F) 201 CONCRETE BARRIER (TYPE 732R) LF 70.0000 21,840.00 0.000 0 (F) 202 CONCRETE BARRIER (TYPE 732) LF 75.0000 147,900.00 406.000 30,450.00 406.000 30,450 (F) 203 CONCRETE BARRIER (TYPE 732A) LF 80.0000 11,680.00 0.000 0 (F) 204 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 43,440.00 0.000 0 205 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 1,362.50 0.000 0 206 THERMOPLASTIC PAVEMENT MARKING SQFT 7.6000 10,336.00 0.000 0 207 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 39,800.00 0.000 0 (SPRAYABLE) 208 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1500 33,750.00 0.000 0 209 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 4,680.00 0.000 0 210 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 21,420.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415704 TIME 07:35 AM ESTIMATE NO. 08 BID OPENING 03/13/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: VIRK,KEWAL DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,000.0000 4,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 212 LIGHTING LS 50,000.0000 50,000.00 0.010 500.00 0.060 3,000 213 LIGHTING AND SIGN ILLUMINATION LS 65,000.0000 65,000.00 0.050 3,250 214 MODIFY HIGHWAY ADVISORY RADIO SYSTEM LS 25,000.0000 25,000.00 0.000 0 215 CHANGEABLE MESSAGE SIGN SYSTEM LS 40,000.0000 40,000.00 0.000 0 216 TRAFFIC MONITORING STATION LS 200,000.0000 200,000.00 0.000 0 217 CLOSED CIRCUIT TELEVISION SYSTEM LS 30,000.0000 30,000.00 0.000 0 218 FIBER OPTIC SYSTEM LS 675,000.0000 675,000.00 0.050 33,750.00 0.050 33,750 219 WEATHER MONITORING STATION LS 100,000.0000 100,000.00 0.000 0 220 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 221 HIGHWAY PLANTING LS 275,000.0000 275,000.00 0.000 0 222 IRRIGATION SYSTEM LS 290,000.0000 290,000.00 0.000 0 223 PLANT ESTABLISHMENT WORK LS 60,000.0000 60,000.00 0.000 0 224 IRRIGATION SLEEVE LF 18.0000 5,040.00 0.000 0 225 WELL DEVELOPMENT LS 13,000.0000 13,000.00 0.000 0 226 TESTING WELL LS 9,000.0000 9,000.00 0.000 0 227 WELL INVESTIGATION LF 115.0000 34,500.00 0.000 0 228 WATER WELL CONSTRUCTION LF 36.0000 10,800.00 0.000 0 229 WELL VIDEO LF 4.0000 1,200.00 0.000 0 230 WATER QUALITY TESTING LS 1,000.0000 1,000.00 0.000 0 231 WATER WELL EQUIPMENT LS 20,000.0000 20,000.00 0.000 0 232 WELL SCREEN LF 70.0000 2,100.00 0.000 0 233 ELECTRIC SERVICE (IRRIGATION) LS 1,500.0000 1,500.00 0.000 0 234 WELL PUMP ELECTRICAL SYSTEM LS 40,000.0000 40,000.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415704 TIME 07:35 AM ESTIMATE NO. 08 BID OPENING 03/13/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: VIRK,KEWAL DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,066,816.15 8,277,945.69 ADJUSTMENT OF COMPENSATION 0.00 5,391,716.76 EXTRA WORK 8,121.84 81,022.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,074,937.99 13,750,685.34 235 MOBILIZATION LS 6,676,000.0000 6,676,000.00 0.950 6,342,200 ORIGINAL CONTRACT AMOUNT 66,568,275.00 TOTAL WORK COMPLETED 1,074,937.99 20,092,885.34 MATERIALS ON HAND ON SITE 1,246,748.57 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -48,213.87 TOTAL 1,064,937.99 21,291,420.04 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 235 MOBILIZATION 6,656,827.50 6,676,000.00 19,172.50 DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/14/12 905 07/09/12 07/09/12 03/29/16 130 19 0 0 30% 14% PROGRESS IS SATISFACTORY VIRK,KEWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/26/13