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 04/20/16 EST. NO. 039 TIME 11:29 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 --------------------------------------------------------------------------- 009 0081 5,000.88 E.W. @ F.A.(+) 022315 Y 0952.2 0082 5,001.79 101615 Y 1105.1 0083 2,414.47 113015 Y 1109.1 0084 1,739.94 111915 Y 1116.1 0085 1,140.03 092915 Y 1129.1 0086 4,344.73 021715 Y 1148.1 0087 5,347.10 021815 Y 1149.1 0088 4,978.99 092415 Y 1196.1 0089 52,250.00 012016 Y 1200.1 0090 4,359.11 062914 Y 1207.2 86,577.04 TOTAL THIS ESTIMATE 6,805,886.92 TOTAL PREVIOUS ESTIMATE 6,892,463.96 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 04/20/16 EST. NO. 039 TIME 11:29 AM R.E. NAME: PARDO, ROMMEL 04-2908V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AGGREGATE SL-316 -811.25 018 VEGETATION CONTROL -5,280.00 025 DELAY OPENING CLOSUR -17,400.00 029 LATE LANE CLOSURE -15,000.00 031 DELAY OPENING CLOSUR 17,400.00 032 LATE LANE CLOSURE 12,000.00 032 0.00 -9,091.25 TOTAL DEDUCTIONS 0.00 -9,091.25 PROGRAM CAS145 PAGE 1 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 11:29 AM ESTIMATE NO. 039 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 04/20/16 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 04/20/16 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 1.000 3,000 002 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 47,400.00 7,600.090 45,600 003 TEMPORARY REINFORCED SILT FENCE LF 3.5000 26,635.00 9,969.190 34,892 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 005 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 4.2500 6,630.00 1,932.000 8,211 007 TEMPORARY SILT FENCE LF 2.7000 15,768.00 6,552.000 17,690 008 TEMPORARY CONSTRUCTION ENTRANCE EA 2,600.0000 28,600.00 8.000 20,800 009 TEMPORARY COVER SQYD 2.7000 23,436.00 11,470.660 30,970 010 MOVE-IN/MOVE-OUT EA 700.0000 5,600.00 11.000 7,700 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 190.0000 51,300.00 272.000 51,680 012 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 13,650.00 60,000.000 90,000 (BONDED FIBER MATRIX) 013 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 1.000 20,000 015 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 1.000 50,000 (LOCATION B) 017 TEMPORARY CREEK DIVERSION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 (LOCATION C) 018 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 600.0000 18,000.00 12.000 7,200 019 WATER QUALITY MONITORING REPORT EA 300.0000 9,300.00 12.000 3,600 020 RAIN EVENT ACTION PLAN EA 500.0000 38,500.00 48.000 24,000 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 5,800.00 9.000 900 PROGRAM CAS145 PAGE 2 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 11:29 AM ESTIMATE NO. 039 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 04/20/16 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 350,000 024 CONSTRUCTION AREA SIGNS LS 18,000.0000 18,000.00 1.000 18,000 025 TRAFFIC CONTROL SYSTEM LS 230,000.0000 230,000.00 1.000 230,000 026 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 1,080.00 572.000 1,716 027 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 27,270.00 186,478.000 55,943 028 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 4,000.00 508.000 12,700 029 TEMPORARY PAVEMENT MARKER EA 3.0000 30,000.00 12,666.000 37,998 030 TEMPORARY RAILING (TYPE K) LF 6.8000 177,480.00 23,200.000 157,760 031 TEMPORARY CRASH CUSHION MODULE EA 160.0000 30,400.00 185.000 29,600 032 NOISE MONITORING LS 2,000.0000 2,000.00 0.000 0 033 REMOVE CHAIN LINK FENCE LF 2.5000 26,500.00 10,747.560 26,868 034 REMOVE METAL BEAM GUARD RAILING LF 5.0000 29,150.00 6,470.280 32,351 035 REMOVE FLARED END SECTION EA 400.0000 3,200.00 9.000 3,600 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 26,130.00 85,472.300 25,641 037 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 940.00 621.000 1,242 038 REMOVE PAVEMENT MARKER EA 1.0000 9,860.00 28,133.350 28,133 039 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 500.00 7.000 700 040 REMOVE SIGN STRUCTURE (EA) EA 4,500.0000 13,500.00 3.000 13,500 041 REMOVE OVERSIDE DRAIN EA 600.0000 3,000.00 1.000 600 042 REMOVE CULVERT (LF) LF 24.0000 31,920.00 2,578.000 61,872 043 REMOVE TEE EA 400.0000 400.00 3.000 1,200 044 REMOVE EDGE DRAIN LF 2.5000 2,250.00 1,590.000 3,975 045 REMOVE INLET EA 850.0000 12,750.00 19.000 16,150 046 REMOVE HEADWALL EA 5,000.0000 15,000.00 4.000 20,000 047 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 7,000 049 REMOVE MASONRY WALL LF 50.0000 6,000.00 120.000 6,000 PROGRAM CAS145 PAGE 3 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 11:29 AM ESTIMATE NO. 039 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 04/20/16 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.000 12,000 051 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 1.000 250 053 RELOCATE ROADSIDE SIGN (WOOD POST) EA 150.0000 1,650.00 8.000 1,200 054 RELOCATE ROADSIDE SIGN EA 150.0000 750.00 5.000 750 (STRAP AND SADDLE BRACKET METHOD) 055 RELOCATE SIGN STRUCTURE EA 10,000.0000 10,000.00 1.000 10,000 056 ADJUST INLET EA 1,800.0000 167,400.00 93.000 167,400.00 93.000 167,400 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 71,000.00 28,625.000 71,562 058 REMOVE CONCRETE BARRIER LF 12.0000 15,960.00 1,330.000 15,960 059 CAP INLET EA 1,200.0000 6,000.00 6.000 7,200 060 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 1.000 40,000 063 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000 064 ROADWAY EXCAVATION CY 12.5000 477,500.00 43,101.880 538,773 065 ROADWAY EXCAVATION (TYPE Y-2) CY 12.0000 37,440.00 2,005.000 24,060 (AERIALLY DEPOSITED LEAD) 066 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 067 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 17,743.000 709,720 (F) 072 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 25.0000 36,375.00 1,455.000 36,375 (F) 073 STRUCTURE EXCAVATION (GROUND ANCHOR CY 13.0000 88,322.00 6,794.000 88,322 (F) WALL) 074 STRUCTURE BACKFILL (BRIDGE) CY 175.0000 14,875.00 85.000 14,875 (F) 075 STRUCTURE BACKFILL (CULVERT) CY 100.0000 19,200.00 192.000 19,200 (F) 076 STRUCTURE BACKFILL (RETAINING WALL) CY 24.0000 360,072.00 14,399.000 345,576 (F) PROGRAM CAS145 PAGE 4 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 11:29 AM ESTIMATE NO. 039 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 04/20/16 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,107.000 143,745 (F) 078 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 30.0000 2,520.00 84.000 2,520 (F) 079 PERVIOUS BACKFILL MATERIAL (RETAINING CY 55.0000 47,300.00 860.000 47,300 (F) WALL) 080 DITCH EXCAVATION CY 31.0000 52,700.00 4,095.610 126,963 081 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.0000 81,000.00 23,044.000 46,088 CLASS B1 082 IMPORTED BIOFILTRATION SOIL CY 55.0000 135,300.00 2,599.600 142,978 083 EROSION CONTROL (COMPOST BLANKET) CY 70.0000 15,400.00 72.100 5,047.00 72.100 5,047 084 FIBER ROLLS LF 3.0000 16,110.00 11,306.000 33,918 085 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 6,000.00 12.000 6,000 086 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1400 30,380.00 475,272.500 66,538 087 ROLLED EROSION CONTROL PRODUCT SQFT 0.5500 38,555.00 29,056.000 15,980 (NETTING) 088 CLASS 4 AGGREGATE SUBBASE CY 13.0000 353,600.00 29,956.000 389,428 089 CLASS 2 AGGREGATE BASE (CY) CY 95.0000 9,500.00 100.000 9,500 090 CLASS 3 AGGREGATE BASE (CY) CY 130.0000 7,800.00 62.980 8,187 091 LEAN CONCRETE BASE CY 100.0000 1,120,000.00 9,967.030 996,703 092 ASPHALT TREATED PERMEABLE BASE CY 200.0000 18,000.00 0.000 0 093 HOT MIX ASPHALT TON 74.0000 1,258,000.00 19,551.740 1,446,828 094 HOT MIX ASPHALT (OPEN GRADED) TON 94.0000 3,910,400.00 42,831.660 4,026,176 095 MINOR HOT MIX ASPHALT TON 150.0000 2,400.00 16.000 2,400 096 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 98.0000 505,680.00 5,160.000 505,680 097 HOT MIX ASPHALT (CROSS SLOPE CORRECTION) TON 90.0000 68,400.00 853.550 76,819 098 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 099 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 1,320.00 270.000 1,080 100 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 1,680.00 1,702.000 6,808 101 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 1,080.00 242.000 968 102 PLACE HOT MIX ASPHALT SQYD 4.0000 152.00 38.000 152 (MISCELLANEOUS AREA) 103 TACK COAT TON 650.0000 221,000.00 313.660 203,879 PROGRAM CAS145 PAGE 5 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 11:29 AM ESTIMATE NO. 039 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 04/20/16 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 98.000 235,200 105 GROUND ANCHOR (SUBHORIZONTAL) EA 2,600.0000 85,800.00 33.000 85,800 106 SOIL NAIL LF 18.0000 333,738.00 18,541.000 333,738 107 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 4,256.000 263,872 (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 663,300.00 737.000 663,300 (F) 112 STRUCTURAL CONCRETE, RETAINING WALL CY 450.0000 3,962,700.00 8,689.000 3,910,050 (F) 113 STRUCTURAL CONCRETE, APPROACH SLAB CY 850.0000 39,100.00 46.000 39,100 (F) (TYPE N MODIFIED) 114 STRUCTURAL CONCRETE, BOX CULVERT CY 575.0000 135,125.00 235.000 135,125 (F) 115 STRUCTURAL CONCRETE, WINGWALL CY 900.0000 43,200.00 48.000 43,200 (F) 116 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 340,000.00 337.500 337,500 (F) 117 MINOR CONCRETE (BACKFILL) CY 170.0000 95,200.00 767.600 130,492 118 FRACTURED RIB TEXTURE SQFT 3.5000 216,265.00 61,790.000 216,265 (F) 119 DRILL AND BOND DOWEL LF 35.0000 4,480.00 58.000 2,030 120 SOUND WALL (MASONRY BLOCK) SQFT 17.0000 326,774.00 19,222.000 326,774 (F) 121 JOINT SEAL (MR 1/2") LF 35.0000 2,520.00 72.000 2,520 (F) 122 JOINT SEAL (MR 1") LF 30.0000 2,010.00 67.000 2,010 123 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 1,087,465.20 896,190.000 1,075,428 (F) 125 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 50,502.00 50,502.000 50,502 (F) 126 BAR REINFORCING STEEL (WINGWALL) LB 2.0000 14,740.00 7,370.000 14,740 (F) 127 SHOTCRETE CY 375.0000 170,250.00 454.000 170,250 128 FURNISH SIGN STRUCTURE (TRUSS) LB 3.3000 333,993.00 101,210.000 333,993 (F) 129 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 20,242.00 101,210.000 20,242 (F) 130 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 18,980.00 1,460.000 18,980 PROGRAM CAS145 PAGE 6 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 11:29 AM ESTIMATE NO. 039 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 04/20/16 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 34.000 510 (0.080"-UNFRAMED) 132 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 704.00 44.000 704 (0.063"-FRAMED) 133 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,700.00 180.000 2,700 (0.080"-FRAMED) 134 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 840.0000 58,800.00 70.000 58,800 (SIGN FOUNDATION) 135 METAL (RAIL MOUNTED SIGN) LB 15.0000 9,150.00 610.000 9,150 136 ROADSIDE SIGN - TWO POST EA 500.0000 1,500.00 3.000 1,500 137 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 200.00 2.000 200 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 3,269.000 111,146 140 24" ALTERNATIVE PIPE CULVERT LF 33.0000 49,500.00 1,140.000 37,620 141 36" ALTERNATIVE PIPE CULVERT LF 400.0000 800.00 2.000 800 142 30" REINFORCED CONCRETE PIPE LF 105.0000 69,300.00 1,065.000 111,825 143 36" REINFORCED CONCRETE PIPE LF 81.0000 187,920.00 2,362.000 191,322 144 48" REINFORCED CONCRETE PIPE LF 170.0000 156,400.00 912.000 155,040 145 60" REINFORCED CONCRETE PIPE LF 145.0000 220,400.00 1,513.000 219,385 146 18" CORRUGATED STEEL PIPE (.064" THICK) LF 100.0000 4,600.00 57.000 5,700 147 24" CORRUGATED STEEL PIPE (.064" THICK) LF 103.0000 8,961.00 84.000 8,652 148 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 2,471.000 271,810 (.079" THICK) 151 8" PLASTIC PIPE UNDERDRAIN LF 6.0000 1,680.00 111.100 666 152 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 18,750.00 1,250.000 18,750 153 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 6.2500 11,500.00 1,680.700 10,504 154 6" PLASTIC PIPE UNDERDRAIN LF 4.0000 600.00 127.100 508 155 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 45,360.00 625.000 45,000 PROGRAM CAS145 PAGE 7 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 11:29 AM ESTIMATE NO. 039 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 04/20/16 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,260.00 173.600 9,895 159 WATER QUALITY WEIR EA 3,500.0000 35,000.00 10.000 35,000 160 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 11.000 9,900 163 24" ALTERNATIVE FLARED END SECTION EA 1,200.0000 2,400.00 2.000 2,400 164 30" ALTERNATIVE FLARED END SECTION EA 1,700.0000 1,700.00 1.000 1,700 165 ROCK SLOPE PROTECTION CY 160.0000 48,000.00 177.470 28,395 (1/4 T, METHOD B) (CY) 166 ROCK SLOPE PROTECTION CY 185.0000 40,700.00 240.500 44,492 (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 3,010.00 494.700 3,462 169 MINOR CONCRETE (GUTTER) (LF) LF 28.0000 49,644.00 1,773.000 49,644 (F) 170 MINOR CONCRETE (MISCELLANEOUS CY 1,000.0000 1,000.00 1.000 1,000 CONSTRUCTION) 171 MINOR CONCRETE (TEXTURED PAVING) SQFT 6.8000 34,884.00 2,987.250 20,313 172 MISCELLANEOUS IRON AND STEEL LB 1.0000 42,756.00 38,912.000 38,912 (F) 173 BRIDGE DECK DRAINAGE SYSTEM LB 7.0000 18,312.00 2,616.000 18,312 (F) 174 CHAIN LINK FENCE (TYPE CL-4) LF 20.0000 940.00 47.000 940 175 CHAIN LINK FENCE (TYPE CL-6) LF 9.0000 56,160.00 1,142.000 10,278.00 8,105.540 72,949 176 6' CHAIN LINK GATE (TYPE CL-6) EA 1,200.0000 12,000.00 10.000 12,000 177 DELINEATOR (CLASS 1) EA 45.0000 990.00 22.000 990 178 GUARD RAILING DELINEATOR EA 40.0000 3,000.00 75.000 3,000 179 CONCRETE BARRIER MARKER EA 35.0000 595.00 17.000 595 180 OBJECT MARKER (TYPE L-1) EA 45.0000 315.00 7.000 315 181 METAL BEAM GUARD RAILING (WOOD POST) LF 16.0000 90,240.00 5,618.750 89,900 182 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 92,400.00 1,360.160 95,211 183 CHAIN LINK RAILING LF 44.0000 62,568.00 1,422.000 62,568 (F) 184 CHAIN LINK RAILING (MOD) LF 50.0000 5,450.00 109.000 5,450 (F) PROGRAM CAS145 PAGE 8 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 11:29 AM ESTIMATE NO. 039 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 04/20/16 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 14,000 186 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 1,400.00 2.000 1,400 187 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,800.0000 12,600.00 7.000 12,600 188 CONCRETE BARRIER (TYPE 60) LF 40.0000 7,200.00 100.000 4,000 189 CONCRETE BARRIER (TYPE 60D) LF 39.0000 99,957.00 2,451.000 95,589 (F) 190 CONCRETE BARRIER (TYPE 732) LF 100.0000 34,400.00 348.670 34,867 191 CONCRETE BARRIER (TYPE 732A) LF 60.0000 426,660.00 7,111.000 426,660 192 CONCRETE BARRIER (TYPE 732B) LF 200.0000 38,000.00 190.000 38,000 193 CONCRETE BARRIER (TYPE 736A) MODIFIED LF 85.0000 26,010.00 306.000 26,010 (F) 194 CONCRETE BARRIER (TYPE 736SV) LF 130.0000 182,000.00 1,400.000 182,000 (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 1.000 3,000 SYSTEM ELEMENTS DURING CONSTRUCTION 204 LIGHTING (TEMPORARY) LS 35,000.0000 35,000.00 1.000 35,000 205 LIGHTING AND SIGN ILLUMINATION LS 125,000.0000 125,000.00 1.000 125,000 206 COMMUNICATION CONDUIT (FIBER OPTIC) LS 400,000.0000 400,000.00 1.000 400,000 207 RELOCATE WIRELESS VEHICLE DETECTOR LS 60,000.0000 60,000.00 1.000 60,000 SYSTEM 208 WIRELESS VEHICLE DETECTOR SYSTEM LS 15,000.0000 15,000.00 1.000 15,000 (TEMPORARY) 209 TRAFFIC MONITORING STATION (TEMPORARY) LS 40,000.0000 40,000.00 1.000 40,000 210 TRAFFIC OPERATIONS SYSTEM LS 425,000.0000 425,000.00 1.000 425,000 211 GENERAL PACKET RADIO SYSTEM WIRELESS EA 3,000.0000 3,000.00 1.000 3,000 MODEM ASSEMBLY PROGRAM CAS145 PAGE 9 DATE 04/20/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908V4 TIME 11:29 AM ESTIMATE NO. 039 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 04/20/16 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 04/20/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 182,725.00 25,160,918.73 ADJUSTMENT OF COMPENSATION 0.00 -430,234.08 EXTRA WORK 86,577.04 7,322,698.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 269,302.04 32,053,382.69 212 MOBILIZATION LS 2,480,000.0000 2,480,000.00 1.000 2,480,000 ORIGINAL CONTRACT AMOUNT 27,586,055.20 TOTAL WORK COMPLETED 269,302.04 34,533,382.69 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -9,091.25 TOTAL 269,302.04 34,524,291.44 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 11/12/15 582 70 242 0 99% 100% PROGRESS IS SATISFACTORY PARDO, ROMMEL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/20/16