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 08/21/12 EST. NO.04 TIME 03:12 PM R.E. NAME: MANGLO, PERPETUO 04-0A5354 --------------------------------------------------------------------------- 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 500.57 E.W. @ F.A.(+) 053012 Y 0036.0 0003 492.15 052912 Y 0037.0 0004 2,997.24 051712 Y 0038.0 0006 2,151.02 050712 Y 0040.0 0007 1,428.39 051612 Y 0041.0 0009 480.97 050712 Y 0043.0 0014 398.56 062912 Y 0096.0 0016 3,000.00 082012 N 500 0 014 0002 948.56 E.W. @ F.A.(+) 051412 Y 0046.0 0003 3,118.91 051612 Y 0047.0 0004 1,081.22 051712 Y 0048.0 0005 436.23 060712 Y 0075.0 0007 700.03 053112 Y 0090.0 0008 692.04 061212 Y 0116.0 0013 516.14 062912 Y 0121.0 032 0001 2,922.76 E.W. @ F.A.(+) 061212 Y 0078.0 0002 9,658.52 061312 Y 0128.0 31,523.31 TOTAL THIS ESTIMATE 7,063.02 TOTAL PREVIOUS ESTIMATE 38,586.33 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 08/21/12 EST. NO.04 TIME 03:12 PM R.E. NAME: MANGLO, PERPETUO 04-0A5354 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 03:12 PM ESTIMATE NO. 04 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 08/21/12 LOCATION PROGRESS ESTIMATE 04-SOL-80-14.3/14.4 ----------------- OC JONES & SONS, INC. IN SOLANO COUNTY IN FAIRFIELD ON 1520 FOURTH STREET ROUTE 12 FROM 80/12 EAST JUNCTION BERKELEY, CA 94710 TO 0.2 MILE WEST OF CHADBOURNE ROAD UNDERCROSSING AND ROUTE 80 AT VARIOUS LOCATIONS FED. AID NO. ACNH-X095(23)E CONSTRUCT BR & RW, RECONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250.00 0.500 2,500.00 002 TIME-RELATED OVERHEAD LS 400,000.0000 400,000.00 0.123 49,200.00 0.399 159,600.00 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 5,700.00 0.000 0.00 004 TEMPORARY FENCE (TYPE ESA) LF 3.5000 9,905.00 2,950.000 10,325.00 005 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.123 6,150.00 0.405 20,250.00 006 HEALTH AND SAFETY PLAN LS 3,000.0000 3,000.00 0.050 150.00 0.650 1,950.00 007 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.050 150.00 0.650 1,950.00 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.8000 26,124.00 0.000 0.00 009 TEMPORARY SILT FENCE LF 2.4000 27,120.00 360.000 864.00 14,710.000 35,304.00 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 25,000.00 10.000 25,000.00 011 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 12,800.00 4.000 12,800.00 012 TEMPORARY COVER SQYD 4.5000 9,000.00 0.000 0.00 013 MOVE-IN/MOVE-OUT EA 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200.00 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 1,500.00 8.000 4,000.00 10.000 5,000.00 015 TEMPORARY DRAINAGE BYPASS SYSTEM LS 25,000.0000 25,000.00 0.600 15,000.00 (RAINES DRAIN) 016 STREET SWEEPING LS 40,000.0000 40,000.00 0.123 4,920.00 0.405 16,200.00 017 RAIN EVENT ACTION PLAN EA 500.0000 49,000.00 0.000 0.00 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0.00 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 420.0000 23,100.00 0.000 0.00 020 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.750 11,250.00 021 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.030 3,750.00 022 TYPE III BARRICADE EA 150.0000 900.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 03:12 PM ESTIMATE NO. 04 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 08/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 780.00 55.000 330.00 024 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.0000 6,440.00 0.000 0.00 025 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 35,650.00 27,628.000 13,814.00 026 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,800.00 4.000 140.00 027 TEMPORARY PAVEMENT MARKER EA 4.0000 20,520.00 2,039.000 8,156.00 028 PORTABLE CHANGEABLE MESSAGE SIGN LS 8,000.0000 8,000.00 0.030 240.00 029 TEMPORARY RAILING (TYPE K) LF 7.0000 121,100.00 8,080.000 56,560.00 030 TEMPORARY CRASH CUSHION MODULE EA 125.0000 15,000.00 14.000 1,750.00 031 TEMPORARY TRAFFIC SCREEN LF 3.0000 51,900.00 0.000 0.00 032 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 30,000.0000 30,000.00 0.123 3,690.00 0.405 12,150.00 033 ABANDON CULVERT EA 1,200.0000 1,200.00 1.000 1,200.00 034 OBLITERATE SURFACING SQYD 0.8000 11,120.00 0.000 0.00 035 REMOVE FENCE LF 3.0000 24,030.00 35.000 105.00 8,045.000 24,135.00 036 REMOVE METAL BEAM GUARD RAILING LF 8.0000 5,680.00 395.000 3,160.00 037 REMOVE FLARED END SECTION EA 200.0000 1,600.00 2.000 400.00 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 9,150.00 6,420.000 3,210.00 039 REMOVE PAINTED PAVEMENT MARKING SQFT 5.0000 1,050.00 55.000 275.00 040 REMOVE PAVEMENT MARKER EA 1.0000 5,340.00 1,866.000 1,866.00 041 REMOVE ROADSIDE SIGN EA 100.0000 500.00 2.000 200.00 042 REMOVE SIGN STRUCTURE EA 5,500.0000 33,000.00 1.000 5,500.00 043 REMOVE POLE EA 350.0000 6,650.00 0.000 0.00 044 REMOVE CULVERT LF 23.0000 48,300.00 109.200 2,511.60 045 REMOVE UTILITY PIPELINE LS 35,000.0000 35,000.00 1.000 35,000.00 046 REMOVE INLET EA 750.0000 7,500.00 0.000 0.00 047 REMOVE HEADWALL EA 1,200.0000 1,200.00 1.000 1,200.00 048 REMOVE CONCRETE PAVEMENT SQYD 6.0000 43,800.00 0.000 0.00 049 RELOCATE ROADSIDE SIGN EA 150.0000 2,550.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 03:12 PM ESTIMATE NO. 04 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 08/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.1000 100,380.00 0.000 0.00 051 REMOVE CONCRETE CURB LF 4.5000 5,895.00 0.000 0.00 052 REMOVE CONCRETE (CHANNEL) CY 125.0000 6,875.00 44.000 5,500.00 053 REMOVE CONCRETE BARRIER LF 10.0000 13,100.00 0.000 0.00 054 CAP INLET EA 1,500.0000 1,500.00 0.000 0.00 055 REMOVE CRASH CUSHION EA 1,400.0000 2,800.00 0.000 0.00 056 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 0.950 57,000.00 057 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.123 3,075.00 0.399 9,975.00 058 ROADWAY EXCAVATION CY 12.0000 592,800.00 45,800.000 549,600.00 059 ROADWAY EXCAVATION (TYPE Y-1) CY 8.5000 12,240.00 11.100 94.35 1,411.100 11,994.35 (AERIALLY DEPOSITED LEAD) 060 ADL BURIAL LOCATION REPORT LS 3,000.0000 3,000.00 1.000 3,000.00 061 STRUCTURE EXCAVATION (BRIDGE) CY 19.0000 40,945.00 2,155.000 40,945.00 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) CY 40.0000 8,600.00 215.000 8,600.00 (F) 063 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 81,175.00 88.000 7,480.00 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) CY 65.0000 37,700.00 0.000 0.00 (F) 065 SAND BACKFILL CY 170.0000 11,900.00 64.300 10,931.00 066 EARTH RETAINING STRUCTURE SQFT 50.0000 2,370,000.00 10,902.000 545,100.00 13,272.000 663,600.00 (F) 067 SETTLEMENT MONITORING PROGRAM LS 25,000.0000 25,000.00 0.010 250.00 0.010 250.00 068 IMPORTED BORROW (CY) CY 0.5000 72,500.00 23,906.000 11,953.00 56,564.000 28,282.00 069 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.7000 70,550.00 1,775.000 3,017.50 22,350.000 37,995.00 070 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.000 0.00 071 IMPORTED TOPSOIL CY 34.0000 244,460.00 0.000 0.00 072 ROCK BLANKET SQYD 17.0000 15,980.00 0.000 0.00 073 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQYD 34.0000 102,000.00 0.000 0.00 (SQYD) 074 BOULDERS TON 160.0000 16,000.00 0.000 0.00 075 EROSION CONTROL (COMPOST BLANKET) CY 33.0000 83,160.00 0.000 0.00 076 FIBER ROLLS LF 2.2000 62,920.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 03:12 PM ESTIMATE NO. 04 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 08/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 5,000.00 0.000 0.00 078 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 4,400.0000 83,600.00 0.000 0.00 079 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 080 IRRIGATION SYSTEM LS 200,000.0000 200,000.00 0.000 0.00 081 IRRIGATION SLEEVE LF 15.0000 7,050.00 0.000 0.00 082 8" CORRUGATED HIGH DENSITY LF 18.0000 21,780.00 387.000 6,966.00 POLYETHYLENE PIPE CONDUIT 083 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0.00 084 LIME TON 175.0000 217,000.00 884.160 154,728.00 085 LIME STABILIZED SOIL SQYD 3.0000 114,600.00 19,000.000 57,000.00 086 CLASS 4 AGGREGATE SUBBASE CY 13.0000 522,600.00 5,147.250 66,914.25 16,038.260 208,497.38 087 CLASS 3 AGGREGATE BASE CY 58.0000 79,460.00 34.000 1,972.00 525.000 30,450.00 088 LEAN CONCRETE BASE CY 108.0000 2,095,200.00 2,913.560 314,664.48 5,549.260 599,320.08 089 ASPHALT TREATED PERMEABLE BASE CY 150.0000 97,500.00 0.000 0.00 090 HOT MIX ASPHALT TON 81.0000 1,611,900.00 0.000 0.00 091 HOT MIX ASPHALT (OPEN GRADED) TON 100.0000 447,000.00 0.000 0.00 092 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 107.0000 625,950.00 0.000 0.00 093 DATA CORE LS 5,000.0000 5,000.00 0.000 0.00 094 PLACE HOT MIX ASPHALT DIKE LF 3.5000 7,700.00 0.000 0.00 095 TACK COAT TON 1,100.0000 11,000.00 0.000 0.00 096 CONCRETE PAVEMENT CY 130.0000 1,391,000.00 0.000 0.00 097 JOINTED PLAIN CONCRETE PAVEMENT CY 185.0000 2,460,500.00 0.000 0.00 098 CONCRETE PAVEMENT (WEIGH-IN-MOTION) CY 250.0000 87,500.00 0.000 0.00 099 SEAL PAVEMENT JOINT LF 2.5000 46,500.00 0.000 0.00 100 FURNISH PILING (CLASS 90) LF 17.0000 61,115.00 3,593.500 61,089.50 (ALTERNATIVE X) 101 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 1,400.0000 95,200.00 68.000 95,200.00 102 VIBRATION MONITORING LS 10,000.0000 10,000.00 0.100 1,000.00 0.500 5,000.00 103 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 260.0000 327,340.00 1,215.000 315,900.00 1,259.000 327,340.00 (F) PROGRAM CAS145 PAGE 5 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 03:12 PM ESTIMATE NO. 04 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 08/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE CY 400.0000 875,600.00 53.000 21,200.00 137.000 54,800.00 (F) 105 STRUCTURAL CONCRETE, RETAINING WALL CY 550.0000 100,650.00 0.000 0.00 (F) 106 STRUCTURAL CONCRETE, BARRIER SLAB CY 400.0000 566,000.00 0.000 0.00 (F) 107 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 65,250.00 0.000 0.00 (F) (TYPE N) 108 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 186,750.00 0.000 0.00 (F) (TYPE N MODIFIED) 109 STRUCTURAL CONCRETE CY 900.0000 162,000.00 180.000 162,000.00 180.000 162,000.00 (BOX CULVERT/WINGWALL) 110 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 363,000.00 72.850 80,135.00 190.500 209,550.00 (F) 111 MINOR CONCRETE (BACKFILL) CY 150.0000 24,000.00 40.000 6,000.00 151.500 22,725.00 112 FRACTURED RIB TEXTURE SQFT 2.0000 83,816.00 0.000 0.00 (F) 113 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,000.0000 78,000.00 6.000 78,000.00 6.000 78,000.00 GIRDER (70'-80') 114 ERECT PRECAST PRESTRESSED CONCRETE EA 2,500.0000 15,000.00 6.000 15,000.00 6.000 15,000.00 (F) GIRDER 115 JOINT SEAL (MR 1/2") LF 40.0000 3,200.00 0.000 0.00 116 JOINT SEAL (TYPE AL) LF 35.0000 17,605.00 0.000 0.00 117 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 699,440.00 323,994.000 259,195.20 348,769.000 279,015.20 (F) 118 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 39,960.00 0.000 0.00 (F) 119 BAR REINFORCING STEEL LB 1.2000 48,840.00 40,640.000 48,768.00 40,640.000 48,768.00 (BOX CULVERT/WINGWALL) 120 SHOTCRETE CY 1,400.0000 11,200.00 0.000 0.00 (F) 121 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.0000 999,524.00 0.000 0.00 (F) 122 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.5000 124,940.50 0.000 0.00 (F) 123 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 55,800.00 0.000 0.00 124 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 20.0000 1,760.00 0.000 0.00 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 21,780.00 0.000 0.00 (0.063"-FRAMED) 126 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 450,000.00 0.000 0.00 (SIGN FOUNDATION) 127 ROADSIDE SIGN - ONE POST EA 220.0000 8,580.00 0.000 0.00 128 ROADSIDE SIGN - TWO POST EA 700.0000 12,600.00 0.000 0.00 129 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 2,125.00 0.000 0.00 METHOD) 130 INSTALL SIGN OVERLAY SQFT 50.0000 350.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 03:12 PM ESTIMATE NO. 04 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 08/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 12" ALTERNATIVE PIPE CULVERT LF 40.0000 2,200.00 20.000 800.00 132 18" ALTERNATIVE PIPE CULVERT LF 52.0000 109,200.00 63.000 3,276.00 1,623.200 84,406.40 133 24" ALTERNATIVE PIPE CULVERT LF 75.0000 47,250.00 113.000 8,475.00 635.900 47,692.50 134 30" ALTERNATIVE PIPE CULVERT LF 75.0000 119,250.00 1,363.800 102,285.00 135 36" ALTERNATIVE PIPE CULVERT LF 80.0000 62,400.00 694.300 55,544.00 136 42" ALTERNATIVE PIPE CULVERT LF 200.0000 8,000.00 34.000 6,800.00 137 48" ALTERNATIVE PIPE CULVERT LF 120.0000 78,000.00 641.400 76,968.00 138 18" ALTERNATIVE SLOTTED PIPE LF 105.0000 38,850.00 0.000 0.00 139 66" REINFORCED CONCRETE PIPE LF 320.0000 19,200.00 40.000 12,800.00 140 42" BITUMINOUS COATED CORRUGATED STEEL LF 150.0000 18,000.00 92.800 13,920.00 111.600 16,740.00 PIPE (.079" THICK) (2 2/3" X 1/2" HELICAL CORRUGATIONS) 141 48" BITUMINOUS COATED CORRUGATED STEEL LF 170.0000 20,400.00 83.000 14,110.00 83.000 14,110.00 PIPE (.079" THICK) (2 2/3" X 1/2" HELICAL CORRUGATIONS) 142 18" BITUMINOUS COATED PAVED INVERT LF 80.0000 5,600.00 29.000 2,320.00 CORRUGATED STEEL PIPE (.064" THICK) (2 2/3" X 1/2" HELICAL CORRUGATIONS) 143 3" PLASTIC PIPE (EDGE DRAIN) LF 11.0000 42,130.00 1,525.000 16,775.00 1,525.000 16,775.00 144 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 50.0000 13,500.00 0.000 0.00 145 18" ANCHOR ASSEMBLY EA 350.0000 1,400.00 2.000 700.00 146 GRATED LINE DRAIN LF 68.0000 217,600.00 0.000 0.00 147 12" WELDED STEEL PIPE CASING (BRIDGE) LF 80.0000 12,000.00 150.000 12,000.00 150.000 12,000.00 148 12" WELDED STEEL PIPE (.250" THICK) LF 130.0000 5,850.00 0.000 0.00 149 18" WELDED STEEL PIPE (.375" THICK) LF 180.0000 5,400.00 0.000 0.00 150 18" ALTERNATIVE FLARED END SECTION EA 400.0000 2,400.00 2.000 800.00 151 24" ALTERNATIVE FLARED END SECTION EA 500.0000 6,000.00 9.000 4,500.00 152 30" ALTERNATIVE FLARED END SECTION EA 850.0000 5,950.00 3.000 2,550.00 153 36" ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 2.000 1,800.00 154 42" ALTERNATIVE FLARED END SECTION EA 1,400.0000 1,400.00 1.000 1,400.00 155 SIDEWALK DRAIN LF 100.0000 1,700.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 03:12 PM ESTIMATE NO. 04 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 08/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 156 ROCK SLOPE PROTECTION CY 160.0000 25,600.00 0.000 0.00 (1/4T, METHOD B) 157 ROCK SLOPE PROTECTION CY 100.0000 33,000.00 15.000 1,500.00 138.860 13,886.00 (NO. 2, METHOD B) 158 ROCK SLOPE PROTECTION FABRIC SQYD 3.5000 4,270.00 14.100 49.35 349.860 1,224.51 159 MINOR CONCRETE (CURB) LF 13.0000 112,190.00 0.000 0.00 160 MINOR CONCRETE (ISLAND PAVING) SQYD 55.0000 78,650.00 0.000 0.00 161 MINOR CONCRETE (SIDEWALK) SQYD 30.0000 29,100.00 0.000 0.00 162 MINOR CONCRETE (TEXTURED PAVING) SQYD 65.0000 68,900.00 0.000 0.00 163 MISCELLANEOUS IRON AND STEEL LB 1.5000 38,416.50 3,907.000 5,860.50 6,011.000 9,016.50 (F) 164 MISCELLANEOUS METAL (BRIDGE) LB 10.0000 22,200.00 2,220.000 22,200.00 2,220.000 22,200.00 (F) 165 BRIDGE DECK DRAINAGE SYSTEM LB 20.0000 14,900.00 745.000 14,900.00 745.000 14,900.00 (F) 166 FENCE (TYPE WM, METAL POST) LF 5.7000 48,678.00 0.000 0.00 167 DECORATIVE FENCE LF 17.0000 35,360.00 0.000 0.00 168 36" DECORATIVE FENCE GATE EA 800.0000 1,600.00 0.000 0.00 169 SURVEY MONUMENT EA 750.0000 7,500.00 0.000 0.00 170 DELINEATOR (CLASS 1) EA 35.0000 10,150.00 0.000 0.00 171 MILEPOST MARKER EA 50.0000 850.00 0.000 0.00 172 OBJECT MARKER EA 35.0000 2,450.00 0.000 0.00 173 METAL BEAM GUARD RAILING (WOOD POST) LF 18.0000 12,060.00 0.000 0.00 174 CHAIN LINK RAILING (TYPE 7) LF 55.0000 8,470.00 0.000 0.00 (F) 175 CABLE RAILING LF 22.0000 4,972.00 0.000 0.00 (F) 176 CABLE RAILING (MODIFIED) LF 28.0000 3,640.00 0.000 0.00 (F) 177 TRANSITION RAILING (TYPE WB) EA 3,000.0000 27,000.00 0.000 0.00 178 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 8,000.00 0.000 0.00 179 END CAP EA 300.0000 3,300.00 0.000 0.00 180 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 9,800.00 0.000 0.00 181 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 182 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 50,400.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 03:12 PM ESTIMATE NO. 04 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 08/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 183 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 44.0000 56,936.00 0.000 0.00 184 CONCRETE BARRIER (TYPE 60C) LF 110.0000 124,300.00 0.000 0.00 185 CONCRETE BARRIER (TYPE 60E MOD) LF 30.0000 4,500.00 0.000 0.00 186 CONCRETE BARRIER (TYPE 60GE MOD) LF 310.0000 49,600.00 0.000 0.00 187 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 64.0000 240,512.00 0.000 0.00 (F) 188 CONCRETE BARRIER (TYPE 60R MOD) LF 100.0000 9,600.00 0.000 0.00 189 CONCRETE BARRIER (TYPE 736) LF 315.0000 8,505.00 0.000 0.00 (F) 190 CONCRETE BARRIER (TYPE 742B MOD) LF 200.0000 76,000.00 0.000 0.00 191 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 32,640.00 0.000 0.00 192 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,630.00 0.000 0.00 193 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,100.00 0.000 0.00 (BROKEN 12-3) 194 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 31,160.00 0.000 0.00 195 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,365.00 0.000 0.00 (BROKEN 12-3) 196 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 13,400.00 0.000 0.00 (BROKEN 36-12) 197 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 420.00 0.000 0.00 (BROKEN 17-7) 198 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 13,290.00 0.000 0.00 199 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 11,080.00 0.000 0.00 200 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 201 LIGHTING AND SIGN ILLUMINATION LS 40,000.0000 40,000.00 0.075 3,000.00 (LOCATION 1) 202 LIGHTING AND SIGN ILLUMINATION LS 110,000.0000 110,000.00 0.450 49,500.00 0.497 54,670.00 (LOCATION 2) 203 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.069 17,250.00 0.069 17,250.00 (LOCATION 3) 204 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.291 116,400.00 0.319 127,600.00 (LOCATION 4) 205 LIGHTING AND SIGN ILLUMINATION LS 15,000.0000 15,000.00 0.000 0.00 (LOCATION 5) 206 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 0.000 0.00 207 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 0.000 0.00 208 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 70,000.0000 70,000.00 0.189 13,230.00 0.277 19,390.00 209 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 60,000.0000 60,000.00 0.014 840.00 0.014 840.00 PROGRAM CAS145 PAGE 9 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 03:12 PM ESTIMATE NO. 04 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 08/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 210 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 25,000.0000 25,000.00 0.000 0.00 211 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 100,000.0000 100,000.00 0.024 2,400.00 0.024 2,400.00 212 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,500.0000 2,500.00 0.000 0.00 WIRELESS MODEM ASSEMBLY 213 GUARD POST EA 1,500.0000 48,000.00 0.000 0.00 214 BUILDING WORK LS 200,000.0000 16,200,000.00 0.062 1,004,400.00 0.164 2,656,800.00 PROGRAM CAS145 PAGE 10 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 03:12 PM ESTIMATE NO. 04 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 08/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,323,003.63 7,748,646.02 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 31,523.31 38,586.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,354,526.94 7,787,232.35 215 MOBILIZATION LS 500,000.0000 3,500,000.00 0.750 2,625,000.00 ORIGINAL CONTRACT AMOUNT 44,373,429.00 TOTAL WORK COMPLETED 3,354,526.94 10,412,232.35 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,354,526.94 10,412,232.35 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 02/13/12 420 05/14/12 05/14/12 01/23/14 68 1 0 0 23% 16% PROGRESS IS SATISFACTORY MANGLO, PERPETUO RESIDENT ENGINEER PROGRAM CAS145 DATE 08/21/12