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 10/19/13 EST. NO.08 TIME 10:56 AM R.E. NAME: PARDO, ROMMEL 04-2908V4 --------------------------------------------------------------------------- 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 0008 430.46 E.W. @ F.A.(+) 051613 Y 0054.0 0009 264.47 052013 Y 0056.0 0010 99.18 052113 Y 0057.0 0011 264.47 051013 Y 0051.0 0012 430.46 051513 Y 0052.0 006 0033 56.39 E.W. @ F.A.(+) 041913 Y 0050.0 0034 420.10 051613 Y 0055.0 0035 464.53 020413 Y 0061.0 0036 3,255.02 020712 Y 0062.0 0037 2,189.07 020813 Y 0063.0 0038 1,368.16 021113 Y 0064.0 0039 568.47 021513 Y 0065.0 0040 1,927.65 022013 Y 0066.0 0041 464.61 022813 Y 0067.0 0042 1,846.26 030713 Y 0068.0 012 0013 1,561.33 E.W. @ F.A.(+) 080113 Y 0214.0 0015 1,919.36 072413 Y 0221.0 0100 38,808.00 A.C. @ L.S.(+) 100113 N 0100 0 013 0009 127,678.00 E.W. @ L.S.(+) 090113 N 0009 0 014 0005 1,703.98 E.W. @ F.A.(+) 061813 Y 0117.0 0006 1,607.31 060313 Y 0121.0 0007 3,142.29 060613 Y 0122.0 0008 1,327.46 060713 Y 0123.0 0010 872.21 061113 Y 0126.0 0011 817.39 062513 Y 0140.0 0012 730.38 060713 Y 0141.0 0013 113.85 062813 Y 0142.0 0014 2,854.02 062513 Y 0157.0 197,184.88 TOTAL THIS ESTIMATE 61,949.86 TOTAL PREVIOUS ESTIMATE 259,134.74 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 10/19/13 EST. NO.08 TIME 10:56 AM R.E. NAME: PARDO, ROMMEL 04-2908V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 10:56 AM ESTIMATE NO. 08 BID OPENING 10/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 10/19/13 LOCATION PROGRESS ESTIMATE 04-ALA-580-R7.8/R19.1 ----------------- OC JONES AND SONS, INC. IN ALAMEDA COUNTY IN LIVERMORE, 1520 FOURTH STREET DUBLIN AND PLEASANTON FROM 0.2 MILE BERKELEY, CA 94710 EAST OF GREENVILLE ROAD OVERHEAD TO 0.3 MILE WEST OF HACIENDA DRIVE OVERCROSSING FED. AID NO. N O N E WIDEN FREEWAY, BRIDGES AND HMA ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.100 300.00 0.600 1,800 002 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 47,400.00 1,734.680 10,408.08 7,573.090 45,438 003 TEMPORARY REINFORCED SILT FENCE LF 3.5000 26,635.00 9,707.190 33,975 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.100 5,000.00 0.600 30,000 005 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.800 2,800 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 4.2500 6,630.00 1,125.000 4,781.25 1,269.000 5,393 007 TEMPORARY SILT FENCE LF 2.7000 15,768.00 4,712.000 12,722 008 TEMPORARY CONSTRUCTION ENTRANCE EA 2,600.0000 28,600.00 2.000 5,200 009 TEMPORARY COVER SQYD 2.7000 23,436.00 11,333.000 30,599 010 MOVE-IN/MOVE-OUT EA 700.0000 5,600.00 1.000 700.00 2.000 1,400 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 190.0000 51,300.00 112.000 21,280 012 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 13,650.00 3,422.000 5,133.00 11,088.890 16,633 (BONDED FIBER MATRIX) 013 STREET SWEEPING LS 50,000.0000 50,000.00 0.100 5,000.00 0.600 30,000 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 0.100 2,000.00 0.600 12,000 015 TEMPORARY CREEK DIVERSION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 (LOCATION A) 016 TEMPORARY CREEK DIVERSION SYSTEM LS 50,000.0000 50,000.00 0.300 15,000.00 1.000 50,000 (LOCATION B) 017 TEMPORARY CREEK DIVERSION SYSTEM LS 50,000.0000 50,000.00 0.300 15,000.00 1.000 50,000 (LOCATION C) 018 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 600.0000 18,000.00 4.000 2,400.00 12.000 7,200 019 WATER QUALITY MONITORING REPORT EA 300.0000 9,300.00 4.000 1,200.00 12.000 3,600 020 RAIN EVENT ACTION PLAN EA 500.0000 38,500.00 3.000 1,500 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 5,800.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 10:56 AM ESTIMATE NO. 08 BID OPENING 10/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 10/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TIME-RELATED OVERHEAD (LS) LS 350,000.0000 350,000.00 0.090 31,500.00 0.430 150,500 024 CONSTRUCTION AREA SIGNS LS 18,000.0000 18,000.00 0.800 14,400 025 TRAFFIC CONTROL SYSTEM LS 230,000.0000 230,000.00 0.050 11,500.00 0.450 103,500 026 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 1,080.00 429.000 1,287 027 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 27,270.00 1,900.000 570.00 103,865.000 31,159 028 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 4,000.00 43.000 1,075 029 TEMPORARY PAVEMENT MARKER EA 3.0000 30,000.00 11,488.000 34,464 030 TEMPORARY RAILING (TYPE K) LF 6.8000 177,480.00 200.000 1,360.00 18,940.000 128,792 031 TEMPORARY CRASH CUSHION MODULE EA 160.0000 30,400.00 70.000 11,200 032 NOISE MONITORING LS 2,000.0000 2,000.00 0.000 0 033 REMOVE CHAIN LINK FENCE LF 2.5000 26,500.00 1,727.060 4,317.65 10,517.560 26,293 034 REMOVE METAL BEAM GUARD RAILING LF 5.0000 29,150.00 112.500 562.50 5,157.460 25,787 035 REMOVE FLARED END SECTION EA 400.0000 3,200.00 2.000 800 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 26,130.00 1,358.000 407.40 76,020.300 22,806 037 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 940.00 495.000 990 038 REMOVE PAVEMENT MARKER EA 1.0000 9,860.00 120.000 120.00 11,187.350 11,187 039 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 500.00 2.000 200 040 REMOVE SIGN STRUCTURE (EA) EA 4,500.0000 13,500.00 2.000 9,000 041 REMOVE OVERSIDE DRAIN EA 600.0000 3,000.00 0.000 0 042 REMOVE CULVERT (LF) LF 24.0000 31,920.00 1,314.000 31,536 043 REMOVE TEE EA 400.0000 400.00 2.000 800 044 REMOVE EDGE DRAIN LF 2.5000 2,250.00 0.000 0 045 REMOVE INLET EA 850.0000 12,750.00 3.000 2,550.00 4.000 3,400 046 REMOVE HEADWALL EA 5,000.0000 15,000.00 2.000 10,000 047 REMOVE WINGWALL EA 7,500.0000 15,000.00 3.000 22,500 048 REMOVE RETAINING WALL (LF) LF 50.0000 7,000.00 140.000 7,000.00 140.000 7,000 049 REMOVE MASONRY WALL LF 50.0000 6,000.00 120.000 6,000 PROGRAM CAS145 PAGE 3 DATE 10/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 10:56 AM ESTIMATE NO. 08 BID OPENING 10/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 10/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ROCK SLOPE PROTECTION EA 1,000.0000 8,000.00 7.000 7,000 051 REMOVE SACKED CONCRETE SLOPE EA 7,500.0000 7,500.00 1.000 7,500 PROTECTION 052 RESET ROADSIDE SIGN (WOOD POST) EA 250.0000 250.00 0.000 0 053 RELOCATE ROADSIDE SIGN (WOOD POST) EA 150.0000 1,650.00 0.000 0 054 RELOCATE ROADSIDE SIGN EA 150.0000 750.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 055 RELOCATE SIGN STRUCTURE EA 10,000.0000 10,000.00 0.450 4,500 056 ADJUST INLET EA 1,800.0000 167,400.00 0.000 0 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 71,000.00 0.000 0 058 REMOVE CONCRETE BARRIER LF 12.0000 15,960.00 1,227.030 14,724 059 CAP INLET EA 1,200.0000 6,000.00 0.000 0 060 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000 061 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 1.000 30,000 062 CLEARING AND GRUBBING (LS) LS 40,000.0000 40,000.00 0.900 36,000 063 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000 064 ROADWAY EXCAVATION CY 12.5000 477,500.00 2,090.000 26,125.00 12,562.000 157,025 065 ROADWAY EXCAVATION (TYPE Y-2) CY 12.0000 37,440.00 250.000 3,000 (AERIALLY DEPOSITED LEAD) 066 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 0.900 3,150 067 ADL BURIAL LOCATION REPORT LS 2,000.0000 2,000.00 0.000 0 068 STRUCTURE EXCAVATION (BRIDGE) CY 200.0000 19,000.00 95.000 19,000 (F) 069 STRUCTURE EXCAVATION (TYPE D) CY 225.0000 81,675.00 363.000 81,675 (F) 070 STRUCTURE EXCAVATION (CULVERT) CY 150.0000 28,800.00 192.000 28,800 (F) 071 STRUCTURE EXCAVATION (RETAINING WALL) CY 40.0000 739,240.00 14,129.000 565,160 (F) 072 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 25.0000 36,375.00 21.000 525.00 894.000 22,350 (F) 073 STRUCTURE EXCAVATION (GROUND ANCHOR CY 13.0000 88,322.00 2,964.000 38,532 (F) WALL) 074 STRUCTURE BACKFILL (BRIDGE) CY 175.0000 14,875.00 34.000 5,950.00 54.000 9,450 (F) 075 STRUCTURE BACKFILL (CULVERT) CY 100.0000 19,200.00 132.000 13,200 (F) 076 STRUCTURE BACKFILL (RETAINING WALL) CY 24.0000 360,072.00 2,108.000 50,592.00 6,191.000 148,584 (F) PROGRAM CAS145 PAGE 4 DATE 10/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 10:56 AM ESTIMATE NO. 08 BID OPENING 10/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 10/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 35.0000 143,745.00 618.000 21,630.00 974.000 34,090 (F) 078 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 30.0000 2,520.00 0.000 0 (F) 079 PERVIOUS BACKFILL MATERIAL (RETAINING CY 55.0000 47,300.00 345.000 18,975.00 375.000 20,625 (F) WALL) 080 DITCH EXCAVATION CY 31.0000 52,700.00 0.000 0 081 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.0000 81,000.00 0.000 0 CLASS B1 082 IMPORTED BIOFILTRATION SOIL CY 55.0000 135,300.00 0.000 0 083 EROSION CONTROL (COMPOST BLANKET) CY 70.0000 15,400.00 0.000 0 084 FIBER ROLLS LF 3.0000 16,110.00 0.000 0 085 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 6,000.00 0.000 0 086 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1400 30,380.00 0.000 0 087 ROLLED EROSION CONTROL PRODUCT SQFT 0.5500 38,555.00 0.000 0 (NETTING) 088 CLASS 4 AGGREGATE SUBBASE CY 13.0000 353,600.00 0.000 0 089 CLASS 2 AGGREGATE BASE (CY) CY 95.0000 9,500.00 0.000 0 090 CLASS 3 AGGREGATE BASE (CY) CY 130.0000 7,800.00 0.000 0 091 LEAN CONCRETE BASE CY 100.0000 1,120,000.00 0.000 0 092 ASPHALT TREATED PERMEABLE BASE CY 200.0000 18,000.00 0.000 0 093 HOT MIX ASPHALT TON 74.0000 1,258,000.00 0.000 0 094 HOT MIX ASPHALT (OPEN GRADED) TON 94.0000 3,910,400.00 0.000 0 095 MINOR HOT MIX ASPHALT TON 150.0000 2,400.00 0.000 0 096 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 98.0000 505,680.00 0.000 0 097 HOT MIX ASPHALT (CROSS SLOPE CORRECTION) TON 90.0000 68,400.00 0.000 0 098 DATA CORE LS 5,000.0000 5,000.00 0.000 0 099 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 1,320.00 0.000 0 100 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 1,680.00 0.000 0 101 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 1,080.00 0.000 0 102 PLACE HOT MIX ASPHALT SQYD 4.0000 152.00 0.000 0 (MISCELLANEOUS AREA) 103 TACK COAT TON 650.0000 221,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 10:56 AM ESTIMATE NO. 08 BID OPENING 10/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 10/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 VERTICAL GROUND ANCHOR EA 2,400.0000 235,200.00 8.000 19,200.00 51.000 122,400 105 GROUND ANCHOR (SUBHORIZONTAL) EA 2,600.0000 85,800.00 7.700 20,020.00 17.000 44,200 106 SOIL NAIL LF 18.0000 333,738.00 1,213.000 21,834.00 9,128.000 164,304 107 FURNISH STEEL PILING (HP 12 X 53) LF 30.0000 46,560.00 1,552.000 46,560 108 DRIVE STEEL PILE (HP 12 X 53) EA 2,500.0000 160,000.00 64.000 160,000 109 16" CAST-IN-DRILLED-HOLE CONCRETE LF 62.0000 263,872.00 0.000 0 (F) PILING (SOUND WALL) 110 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 24,800.00 62.000 24,800 (F) 111 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 663,300.00 37.000 33,300.00 701.000 630,900 (F) 112 STRUCTURAL CONCRETE, RETAINING WALL CY 450.0000 3,962,700.00 1,118.000 503,100.00 4,621.000 2,079,450 (F) 113 STRUCTURAL CONCRETE, APPROACH SLAB CY 850.0000 39,100.00 0.000 0 (F) (TYPE N MODIFIED) 114 STRUCTURAL CONCRETE, BOX CULVERT CY 575.0000 135,125.00 228.000 131,100 (F) 115 STRUCTURAL CONCRETE, WINGWALL CY 900.0000 43,200.00 40.000 36,000 (F) 116 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 340,000.00 85.500 85,500.00 85.500 85,500 (F) 117 MINOR CONCRETE (BACKFILL) CY 170.0000 95,200.00 0.000 0 118 FRACTURED RIB TEXTURE SQFT 3.5000 216,265.00 5,176.000 18,116.00 27,312.000 95,592 (F) 119 DRILL AND BOND DOWEL LF 35.0000 4,480.00 30.000 1,050 120 SOUND WALL (MASONRY BLOCK) SQFT 17.0000 326,774.00 0.000 0 (F) 121 JOINT SEAL (MR 1/2") LF 35.0000 2,520.00 0.000 0 (F) 122 JOINT SEAL (MR 1") LF 30.0000 2,010.00 0.000 0 123 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 276,498.00 276,498.000 276,498 (F) 124 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 1,087,465.20 102,612.000 123,134.40 493,514.000 592,216 (F) 125 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 50,502.00 48,527.000 48,527 (F) 126 BAR REINFORCING STEEL (WINGWALL) LB 2.0000 14,740.00 7,370.000 14,740 (F) 127 SHOTCRETE CY 375.0000 170,250.00 50.600 18,975.00 240.450 90,168 128 FURNISH SIGN STRUCTURE (TRUSS) LB 3.3000 333,993.00 0.000 0 (F) 129 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 20,242.00 0.000 0 (F) 130 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 18,980.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 10:56 AM ESTIMATE NO. 08 BID OPENING 10/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 10/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 510.00 0.000 0 (0.080"-UNFRAMED) 132 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 704.00 0.000 0 (0.063"-FRAMED) 133 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,700.00 0.000 0 (0.080"-FRAMED) 134 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 840.0000 58,800.00 0.000 0 (SIGN FOUNDATION) 135 METAL (RAIL MOUNTED SIGN) LB 15.0000 9,150.00 0.000 0 136 ROADSIDE SIGN - TWO POST EA 500.0000 1,500.00 0.000 0 137 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 200.00 0.000 0 EXISTING POST 138 FIELD LEAKAGE TESTING LF 8.0000 31,520.00 0.000 0 139 18" ALTERNATIVE PIPE CULVERT LF 34.0000 111,180.00 194.000 6,596.00 194.000 6,596 140 24" ALTERNATIVE PIPE CULVERT LF 33.0000 49,500.00 359.000 11,847.00 850.000 28,050 141 36" ALTERNATIVE PIPE CULVERT LF 400.0000 800.00 0.000 0 142 30" REINFORCED CONCRETE PIPE LF 105.0000 69,300.00 0.000 0 143 36" REINFORCED CONCRETE PIPE LF 81.0000 187,920.00 0.000 0 144 48" REINFORCED CONCRETE PIPE LF 170.0000 156,400.00 0.000 0 145 60" REINFORCED CONCRETE PIPE LF 145.0000 220,400.00 1,513.000 219,385.00 1,513.000 219,385 146 18" CORRUGATED STEEL PIPE (.064" THICK) LF 100.0000 4,600.00 0.000 0 147 24" CORRUGATED STEEL PIPE (.064" THICK) LF 103.0000 8,961.00 73.000 7,519.00 73.000 7,519 148 36" CORRUGATED STEEL PIPE (.064" THICK) LF 850.0000 1,700.00 0.000 0 149 12" SLOTTED CORRUGATED STEEL PIPE LF 275.0000 9,625.00 0.000 0 (.079" THICK) 150 18" SLOTTED CORRUGATED STEEL PIPE LF 110.0000 272,800.00 0.000 0 (.079" THICK) 151 8" PLASTIC PIPE UNDERDRAIN LF 6.0000 1,680.00 0.000 0 152 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 18,750.00 0.000 0 153 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 6.2500 11,500.00 0.000 0 154 6" PLASTIC PIPE UNDERDRAIN LF 4.0000 600.00 0.000 0 155 3" PLASTIC PIPE (EDGE DRAIN) LF 14.0000 12,600.00 0.000 0 156 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 170.0000 3,230.00 0.000 0 157 PERMEABLE MATERIAL (STORM WATER) CY 72.0000 45,360.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 10/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 10:56 AM ESTIMATE NO. 08 BID OPENING 10/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 10/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 CLASS 3 PERMEABLE MATERIAL CY 57.0000 10,260.00 0.000 0 159 WATER QUALITY WEIR EA 3,500.0000 35,000.00 0.000 0 160 36" CORRUGATED STEEL PIPE RISER LF 950.0000 12,350.00 0.000 0 (.109" THICK) 161 12" WELDED STEEL PIPE (.105" THICK) LF 170.0000 10,370.00 0.000 0 162 18" ALTERNATIVE FLARED END SECTION EA 900.0000 9,900.00 0.000 0 163 24" ALTERNATIVE FLARED END SECTION EA 1,200.0000 2,400.00 0.000 0 164 30" ALTERNATIVE FLARED END SECTION EA 1,700.0000 1,700.00 0.000 0 165 ROCK SLOPE PROTECTION CY 160.0000 48,000.00 155.800 24,928 (1/4 T, METHOD B) (CY) 166 ROCK SLOPE PROTECTION CY 185.0000 40,700.00 98.200 18,167 (LIGHT, METHOD B) (CY) 167 SLOPE PAVING (CONCRETE) CY 750.0000 50,250.00 0.000 0 (F) 168 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 3,010.00 253.300 1,773 169 MINOR CONCRETE (GUTTER) (LF) LF 28.0000 49,644.00 0.000 0 (F) 170 MINOR CONCRETE (MISCELLANEOUS CY 1,000.0000 1,000.00 0.000 0 CONSTRUCTION) 171 MINOR CONCRETE (TEXTURED PAVING) SQFT 6.8000 34,884.00 0.000 0 172 MISCELLANEOUS IRON AND STEEL LB 1.0000 42,756.00 5,510.000 5,510.00 5,510.000 5,510 (F) 173 BRIDGE DECK DRAINAGE SYSTEM LB 7.0000 18,312.00 1,308.000 9,156.00 2,616.000 18,312 (F) 174 CHAIN LINK FENCE (TYPE CL-4) LF 20.0000 940.00 0.000 0 175 CHAIN LINK FENCE (TYPE CL-6) LF 9.0000 56,160.00 0.000 0 176 6' CHAIN LINK GATE (TYPE CL-6) EA 1,200.0000 12,000.00 0.000 0 177 DELINEATOR (CLASS 1) EA 45.0000 990.00 0.000 0 178 GUARD RAILING DELINEATOR EA 40.0000 3,000.00 0.000 0 179 CONCRETE BARRIER MARKER EA 35.0000 595.00 0.000 0 180 OBJECT MARKER (TYPE L-1) EA 45.0000 315.00 0.000 0 181 METAL BEAM GUARD RAILING (WOOD POST) LF 16.0000 90,240.00 0.000 0 182 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 92,400.00 0.000 0 183 CHAIN LINK RAILING LF 44.0000 62,568.00 0.000 0 (F) 184 CHAIN LINK RAILING (MOD) LF 50.0000 5,450.00 0.000 0 (F) PROGRAM CAS145 PAGE 8 DATE 10/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 10:56 AM ESTIMATE NO. 08 BID OPENING 10/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 10/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 TRANSITION RAILING (TYPE WB) EA 2,800.0000 16,800.00 0.000 0 186 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 1,400.00 0.000 0 187 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,800.0000 12,600.00 0.000 0 188 CONCRETE BARRIER (TYPE 60) LF 40.0000 7,200.00 0.000 0 189 CONCRETE BARRIER (TYPE 60D) LF 39.0000 99,957.00 0.000 0 (F) 190 CONCRETE BARRIER (TYPE 732) LF 100.0000 34,400.00 0.000 0 191 CONCRETE BARRIER (TYPE 732A) LF 60.0000 426,660.00 0.000 0 192 CONCRETE BARRIER (TYPE 732B) LF 200.0000 38,000.00 0.000 0 193 CONCRETE BARRIER (TYPE 736A) MODIFIED LF 85.0000 26,010.00 0.000 0 (F) 194 CONCRETE BARRIER (TYPE 736SV) LF 130.0000 182,000.00 0.000 0 (F) 195 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 50,800.00 0.000 0 196 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 11,270.00 0.000 0 197 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 9,650.00 0.000 0 (BROKEN 12-3) 198 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 8,670.00 0.000 0 199 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 2,160.00 0.000 0 (BROKEN 17-7) 200 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 49,200.00 0.000 0 (BROKEN 34-14) 201 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 41,000.00 0.000 0 202 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 25,800.00 0.000 0 203 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.440 1,320.00 0.500 1,500 SYSTEM ELEMENTS DURING CONSTRUCTION 204 LIGHTING (TEMPORARY) LS 35,000.0000 35,000.00 0.550 19,250.00 0.800 28,000 205 LIGHTING AND SIGN ILLUMINATION LS 125,000.0000 125,000.00 0.192 24,000 206 COMMUNICATION CONDUIT (FIBER OPTIC) LS 400,000.0000 400,000.00 0.107 42,800.00 0.109 43,600 207 RELOCATE WIRELESS VEHICLE DETECTOR LS 60,000.0000 60,000.00 0.330 19,800 SYSTEM 208 WIRELESS VEHICLE DETECTOR SYSTEM LS 15,000.0000 15,000.00 0.250 3,750 (TEMPORARY) 209 TRAFFIC MONITORING STATION (TEMPORARY) LS 40,000.0000 40,000.00 0.250 10,000 210 TRAFFIC OPERATIONS SYSTEM LS 425,000.0000 425,000.00 0.050 21,250.00 0.150 63,750 211 GENERAL PACKET RADIO SYSTEM WIRELESS EA 3,000.0000 3,000.00 0.000 0 MODEM ASSEMBLY PROGRAM CAS145 PAGE 9 DATE 10/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 10:56 AM ESTIMATE NO. 08 BID OPENING 10/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 10/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,438,419.28 7,531,231.95 ADJUSTMENT OF COMPENSATION 38,808.00 38,808.00 EXTRA WORK 158,376.88 220,326.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,635,604.16 7,790,366.69 212 MOBILIZATION LS 2,480,000.0000 2,480,000.00 0.950 2,356,000 ORIGINAL CONTRACT AMOUNT 27,586,055.20 TOTAL WORK COMPLETED 1,635,604.16 10,146,366.69 MATERIALS ON HAND ON SITE 14,061.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,635,604.16 10,160,427.69 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 12/20/12 340 04/02/13 04/02/13 09/04/14 137 4 13 0 36% 39% PROGRESS IS SATISFACTORY PARDO, ROMMEL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/19/13