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.22 TIME 03:09 PM R.E. NAME: SAIDIAN, JACOB 04-1A9804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 014 0012 1,364.39 E.W. @ F.A.(+) 060912 N 0394.0 0013 12,210.00 052512 N 0396.0 13,574.39 TOTAL THIS ESTIMATE 479,784.37 TOTAL PREVIOUS ESTIMATE 493,358.76 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.22 TIME 03:09 PM R.E. NAME: SAIDIAN, JACOB 04-1A9804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CCO 6 & 7 10% MARKUP -470.00 04 CCO#1 REPT.#0001.1 -2,179.93 11 EWB DUPLI PAYMENT -636.76 20 0.00 -3,286.69 TOTAL DEDUCTIONS 0.00 -3,286.69 PROGRAM CAS145 PAGE 1 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:09 PM ESTIMATE NO. 22 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: SAIDIAN, JACOB DATE OF THIS ESTIMATE 08/21/12 LOCATION RERUN PROGRESS ESTIMATE 04-SCL-101-31.0/34.9 ----------------------- RGW CONSTRUCTION, INC IN SANTA CLARA COUNTY IN SAN JOSE 550 GREENVILLE ROAD FROM 0.1 MILE NORTH OF CAPITOL LIVERMORE, CA 94550-9235 EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF STORY ROAD OVERCROSSING FED. AID NO. ARRA-Q101(164) ,L-Q101(164) ,HPLU-6204(90) WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.020 80.00 1.000 4,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,000.00 8.000 2,000.00 003 TIME-RELATED OVERHEAD LS 514,000.0000 1,514,000.00 1.000 1,514,000.00 004 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 2,220.00 420.000 2,520.00 005 CONSTRUCTION SITE MANAGEMENT LS 80,000.0000 80,000.00 1.000 80,000.00 006 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 007 TEMPORARY SILT FENCE LF 2.5000 16,125.00 552.000 1,380.00 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 6,900.0000 27,600.00 4.000 27,600.00 009 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 16,000.00 16.000 64,000.00 010 TEMPORARY COVER SQYD 4.0000 8,000.00 59,982.000 239,928.00 011 TEMPORARY CHECK DAM LF 9.0000 1,800.00 337.500 3,037.50 012 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 17,000.00 65.000 13,000.00 013 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000.00 014 CONSTRUCTION AREA SIGNS LS 54,000.0000 54,000.00 0.050 2,700.00 1.000 54,000.00 015 TRAFFIC CONTROL SYSTEM LS 275,000.0000 275,000.00 0.020 5,500.00 0.998 274,450.00 016 TYPE III BARRICADE EA 60.0000 1,920.00 38.000 2,280.00 017 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 4,875.00 4,206.000 10,515.00 018 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 38,500.00 124,675.000 43,636.25 019 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 11,500.00 528.000 13,200.00 020 TEMPORARY PAVEMENT MARKER EA 4.5000 39,600.00 10,621.000 47,794.50 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 650.0000 13,000.00 16.000 10,400.00 022 TEMPORARY RAILING (TYPE K) LF 7.8500 376,015.00 51,480.000 404,118.00 PROGRAM CAS145 PAGE 2 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:09 PM ESTIMATE NO. 22 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: SAIDIAN, JACOB 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 CRASH CUSHION MODULE EA 125.0000 52,500.00 442.000 55,250.00 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3200 7,104.00 15,296.000 4,894.72 STRIPE (HAZARDOUS WASTE) 025 NOISE MONITORING LS 3,500.0000 3,500.00 1.000 3,500.00 026 ABANDON CULVERT LF 9.0000 7,740.00 860.000 7,740.00 027 REMOVE METAL BEAM GUARD RAILING LF 30.0000 19,800.00 660.000 19,800.00 028 REMOVE FLARED END SECTION EA 115.0000 1,265.00 11.000 1,265.00 029 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.3200 18,496.00 27,023.000 8,647.36 030 REMOVE PAINTED TRAFFIC STRIPE LF 0.3200 25,856.00 35,885.810 11,483.46 031 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 3,450.00 1,142.000 1,713.00 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 16,928.00 18,984.350 6,074.99 033 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 2,700.00 639.000 958.50 034 REMOVE PAVEMENT MARKER EA 1.0000 16,800.00 8,138.000 8,138.00 035 REMOVE ROADSIDE SIGN EA 80.0000 8,000.00 100.000 8,000.00 036 REMOVE SIGN STRUCTURE EA 5,600.0000 33,600.00 6.000 33,600.00 037 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 2,370.00 2,370.000 2,370.00 038 REMOVE CULVERT LF 13.0000 57,330.00 4,410.500 57,336.50 039 REMOVE PIPE LF 36.0000 1,440.00 40.000 1,440.00 040 REMOVE INLET EA 450.0000 12,600.00 28.000 12,600.00 041 REMOVE HEADWALL EA 360.0000 13,680.00 38.000 13,680.00 042 REMOVE UTILITY BOX EA 320.0000 320.00 1.000 320.00 043 REMOVE DOWNDRAIN EA 350.0000 1,050.00 3.000 1,050.00 044 REMOVE ROCK SLOPE PROTECTION TON 120.0000 1,080.00 9.000 1,080.00 045 RELOCATE ROADSIDE SIGN EA 150.0000 1,500.00 10.000 1,500.00 046 ADJUST INLET EA 2,100.0000 14,700.00 7.000 14,700.00 047 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.8500 94,620.00 3,393.000 9,670.05 048 REMOVE CONCRETE BARRIER LF 14.0000 18,480.00 1,528.820 21,403.48 049 REMOVE CONCRETE (MISCELLANEOUS) CY 27.0000 40,770.00 1,510.000 40,770.00 PROGRAM CAS145 PAGE 3 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:09 PM ESTIMATE NO. 22 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: SAIDIAN, JACOB 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 REMOVE CRASH CUSHION EA 110.0000 4,620.00 55.000 6,050.00 051 BRIDGE REMOVAL LS 225,000.0000 225,000.00 1.000 225,000.00 052 CLEARING AND GRUBBING LS 119,000.0000 119,000.00 1.000 119,000.00 053 ROADWAY EXCAVATION CY 10.0000 265,000.00 26,500.000 265,000.00 (NATURALLY OCCURRING ASBESTOS) 054 LEAD COMPLIANCE PLAN LS 6,500.0000 6,500.00 1.000 6,500.00 055 ADL BURIAL LOCATION REPORT LS 5,000.0000 5,000.00 0.000 0.00 056 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 057 DUST CONTROL PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 (NATURALLY OCCURRING ASBESTOS) 058 ROADWAY EXCAVATION (TYPE Y-2) (AERIALLY CY 18.0000 12,060.00 1,648.000 29,664.00 DEPOSITED LEAD)(NATURALLY OCCURRING ASBESTOS) 059 ROADWAY EXCAVATION (TYPE Y-1)(AERIALLY CY 14.5000 917,850.00 59,221.580 858,712.91 DEPOSITED LEAD) (NATURALLY OCCURRING ASBESTOS) 060 STRUCTURE EXCAVATION CY 98.0000 43,610.00 445.000 43,610.00 (F) (NATURALLY OCCURRING ASBESTOS) 061 STRUCTURE EXCAVATION (TYPE Y-1)(AERIALLY CY 28.0000 20,440.00 730.000 20,440.00 (F) DEPOSITED LEAD & NATURALLY OCCURRING ASBESTOS) 062 STRUCTURE BACKFILL (BRIDGE) CY 94.0000 69,090.00 735.000 69,090.00 (F) 063 SAND BACKFILL CY 140.0000 22,400.00 160.000 22,400.00 064 CONCRETE BACKFILL CY 425.0000 174,250.00 366.000 155,550.00 (RAPID STRENGTH CONCRETE) 065 DITCH EXCAVATION CY 70.0000 4,340.00 62.000 4,340.00 066 EARTH RETAINING STRUCTURE SQFT 36.0000 129,600.00 3,600.000 129,600.00 (F) 067 IMPORTED BORROW CY 7.0000 273,000.00 22,948.000 160,636.00 068 IMPORTED BORROW (SPECIAL HANDLING) CY 11.0000 605,000.00 54,500.000 599,500.00 069 FIBER ROLLS LF 3.3000 41,910.00 15,500.000 51,150.00 070 COMPOST (INCORPORATE) SQYD 10.5000 9,135.00 870.000 9,135.00 071 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 1,400.00 3.000 2,100.00 072 EROSION CONTROL (HYDROSEED) (SQFT) ACRE 3,700.0000 74,000.00 20.000 74,000.00 073 IRRIGATION SLEEVE LF 16.0000 41,280.00 2,850.000 45,600.00 074 10" CORRUGATED HIGH DENSITY LF 27.0000 28,080.00 1,280.000 34,560.00 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:09 PM ESTIMATE NO. 22 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: SAIDIAN, JACOB 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 ------------------------------------------------------------------------------------------------------------------------------------ 075 CLASS 4 AGGREGATE SUBBASE CY 12.5000 452,500.00 26,974.000 337,175.00 076 CLASS 3 AGGREGATE BASE CY 25.0000 520,000.00 20,958.170 523,954.25 077 LEAN CONCRETE BASE CY 132.0000 1,320,000.00 135.000 17,820.00 8,878.500 1,171,962.00 078 ASPHALT TREATED PERMEABLE BASE CY 126.0000 176,400.00 782.389 98,581.01 079 SCREENINGS (COARSE) TON 108.0000 7,560.00 38.640 4,173.12 080 HOT MIX ASPHALT TON 70.0000 3,164,000.00 54,540.650 3,817,845.50 081 HOT MIX ASPHALT (OPEN GRADED) TON 84.0000 991,200.00 10,200.000 856,800.00 082 DATA CORE LS 8,000.0000 8,000.00 0.900 7,200.00 083 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 460.00 237.000 474.00 084 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 1,060.00 530.000 1,060.00 085 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 9,660.00 4,830.000 9,660.00 086 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 50.00 25.000 50.00 087 PLACE HOT MIX ASPHALT DIKE (TYPE D MOD) LF 2.0000 1,700.00 850.000 1,700.00 088 PLACE HOT MIX ASPHALT DIKE (TYPE E MOD) LF 2.0000 2,040.00 1,020.000 2,040.00 089 PLACE HOT MIX ASPHALT SQYD 50.0000 16,500.00 49.220 2,461.00 (MISCELLANEOUS AREA) 090 TACK COAT TON 1,400.0000 51,800.00 75.887 106,241.80 091 FURNISH PILING (CLASS 200) LF 46.0000 841,938.00 18,303.000 841,938.00 (ALTERNATIVE W) 092 DRIVE PILE (CLASS 200) EA 1,500.0000 279,000.00 186.000 279,000.00 (ALTERNATIVE W) 093 PRESTRESSING CAST-IN-PLACE CONCRETE LS 229,000.0000 229,000.00 1.000 229,000.00 094 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 240.0000 97,200.00 405.000 97,200.00 (F) 095 STRUCTURAL CONCRETE, BRIDGE CY 450.0000 1,503,000.00 3,351.000 1,507,950.00 (F) 096 STRUCTURAL CONCRETE, BARRIER SLAB CY 335.0000 33,500.00 100.000 33,500.00 (F) 097 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 132,500.00 265.000 132,500.00 (F) (TYPE N) 098 STRUCTURAL CONCRETE (RETAINING CURB) CY 600.0000 4,800.00 8.000 4,800.00 099 MINOR CONCRETE (MINOR STRUCTURE) CY 1,260.0000 122,220.00 97.000 122,220.00 (F) 100 MINOR CONCRETE (MEDIAN PAVING) CY 440.0000 16,280.00 42.000 18,480.00 (F) 101 MINOR CONCRETE (BACKFILL) CY 99.0000 102,960.00 622.180 61,595.82 PROGRAM CAS145 PAGE 5 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:09 PM ESTIMATE NO. 22 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: SAIDIAN, JACOB 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 ------------------------------------------------------------------------------------------------------------------------------------ 102 ARCHITECTURAL TEXTURE (ARCHES) SQFT 43.0000 33,110.00 770.000 33,110.00 (F) 103 JOINT SEAL (MR 2") LF 106.0000 25,016.00 236.000 25,016.00 104 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 679,840.00 1,008,741.000 706,118.70 (F) 105 BAR REINFORCING STEEL (RETAINING CURB) LB 4.4500 2,403.00 540.000 2,403.00 (F) 106 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 28,800.00 7,200.000 28,800.00 (F) WITH WALKWAY) 107 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 14,400.00 7,200.000 14,400.00 (F) WITH WALKWAY) 108 FURNISH SIGN STRUCTURE (TRUSS) LB 2.6400 233,772.00 88,550.000 233,772.00 (F) 109 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2200 19,481.00 88,550.000 19,481.00 110 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 5.0000 6,350.00 1,270.830 6,354.15 111 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 50.0000 2,800.00 56.250 2,812.50 56.250 2,812.50 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.5000 5,795.00 355.870 3,380.77 355.870 3,380.77 (0.063"-UNFRAMED) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,900.00 136.000 1,360.00 136.000 1,360.00 (0.080"-UNFRAMED) 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 644.00 56.000 644.00 56.000 644.00 (0.063"-FRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 4,200.00 354.510 4,254.12 354.510 4,254.12 (0.080"-FRAMED) 116 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 126,000.00 140.000 126,000.00 (SIGN FOUNDATION) 117 ROADSIDE SIGN - ONE POST EA 175.0000 11,375.00 33.000 5,775.00 33.000 5,775.00 118 ROADSIDE SIGN - TWO POST EA 425.0000 6,375.00 14.000 5,950.00 14.000 5,950.00 119 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 2,240.00 25.000 2,000.00 25.000 2,000.00 METHOD) 120 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 121 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 43.0000 13,760.00 123.300 5,301.90 122 12" ALTERNATIVE PIPE CULVERT (TYPE B) LF 42.0000 10,080.00 296.600 12,457.20 123 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 56.0000 24,640.00 398.700 22,327.20 124 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 50.0000 118,500.00 2,158.300 107,915.00 125 24" ALTERNATIVE PIPE CULVERT LF 60.0000 87,600.00 1,995.300 119,718.00 126 36" ALTERNATIVE PIPE CULVERT LF 72.0000 163,440.00 1,727.100 124,351.20 127 42" ALTERNATIVE PIPE CULVERT LF 250.0000 70,000.00 281.400 70,350.00 128 48" ALTERNATIVE PIPE CULVERT LF 100.0000 118,000.00 1,284.500 128,450.00 PROGRAM CAS145 PAGE 6 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:09 PM ESTIMATE NO. 22 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: SAIDIAN, JACOB 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 ------------------------------------------------------------------------------------------------------------------------------------ 129 8" PLASTIC PIPE LF 28.0000 3,360.00 0.000 0.00 130 12" REINFORCED CONCRETE PIPE LF 130.0000 9,880.00 0.000 0.00 131 30" REINFORCED CONCRETE PIPE LF 220.0000 880.00 4.000 880.00 132 48" REINFORCED CONCRETE PIPE (CLASS IV) LF 110.0000 24,200.00 228.000 25,080.00 133 JACKED 48" REINFORCED CONCRETE PIPE LF 750.0000 157,500.00 208.000 156,000.00 (CLASS IV) 134 3" PLASTIC PIPE (EDGE DRAIN) LF 2.3000 14,030.00 4,910.000 11,293.00 135 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 35.0000 26,250.00 715.000 25,025.00 136 CORRUGATED STEEL FLUME DOWNDRAIN LF 55.0000 2,915.00 0.000 0.00 137 TAPERED INLET EA 160.0000 480.00 0.000 0.00 138 ANCHOR ASSEMBLY EA 140.0000 420.00 0.000 0.00 139 DRAINAGE INLET MARKER EA 50.0000 1,650.00 33.000 1,650.00 33.000 1,650.00 140 24" WELDED STEEL PIPE CASING (BRIDGE) LF 190.0000 29,260.00 154.000 29,260.00 141 30" CONCRETE FLARED END SECTION EA 700.0000 700.00 1.000 700.00 142 42" CONCRETE FLARED END SECTION EA 980.0000 980.00 1.000 980.00 143 48" CONCRETE FLARED END SECTION EA 1,300.0000 1,300.00 1.000 1,300.00 144 18" ALTERNATIVE FLARED END SECTION EA 170.0000 2,040.00 6.000 1,020.00 145 24" ALTERNATIVE FLARED END SECTION EA 240.0000 1,200.00 4.000 960.00 146 36" ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 2.000 1,800.00 147 ROCK SLOPE PROTECTION TON 90.0000 5,310.00 53.000 4,770.00 (BACKING NO. 1, METHOD B) 148 ROCK SLOPE PROTECTION TON 190.0000 16,340.00 77.200 14,668.00 (BACKING NO. 2, METHOD B) 149 SLOPE PAVING (CONCRETE) CY 890.0000 111,250.00 125.000 111,250.00 (F) 150 MINOR CONCRETE (DITCH LINING) CY 510.0000 9,690.00 19.000 9,690.00 19.000 9,690.00 151 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 280.00 252.000 252.00 152 MINOR CONCRETE (MISCELLANEOUS CY 390.0000 331,500.00 300.000 117,000.00 617.772 240,931.08 CONSTRUCTION) 153 MINOR CONCRETE (GUTTER) LF 30.0000 3,360.00 112.000 3,360.00 (F) 154 MISCELLANEOUS IRON AND STEEL LB 1.0000 17,900.00 17,900.000 17,900.00 155 BRIDGE DECK DRAINAGE SYSTEM LB 3.5000 39,550.00 11,300.000 39,550.00 (F) PROGRAM CAS145 PAGE 7 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:09 PM ESTIMATE NO. 22 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: SAIDIAN, JACOB 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 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 28.0000 4,788.00 171.000 4,788.00 (F) 157 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 34.0000 4,590.00 135.000 4,590.00 (F) 158 TUBULAR STEEL FENCE LF 170.0000 11,900.00 40.000 6,800.00 159 SURVEY MONUMENT EA 1,500.0000 6,000.00 0.000 0.00 160 DELINEATOR (CLASS 1) EA 32.0000 4,800.00 65.000 2,080.00 65.000 2,080.00 161 GUARD RAILING DELINEATOR EA 30.0000 1,050.00 39.000 1,170.00 39.000 1,170.00 162 OBJECT MARKER EA 40.0000 960.00 24.000 960.00 24.000 960.00 163 METAL BEAM GUARD RAILING LF 30.0000 27,000.00 87.500 2,625.00 987.500 29,625.00 164 VEGETATION CONTROL (MINOR CONCRETE) SQYD 150.0000 31,500.00 28.000 4,200.00 165 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 173.0000 128,193.00 741.000 128,193.00 (F) (VINYL CLAD) 166 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 230.0000 171,120.00 744.000 171,120.00 (F) 167 DOUBLE METAL BEAM GUARD RAILING LF 50.0000 1,250.00 0.000 0.00 (WOOD POST) 168 RAIL TENSIONING ASSEMBLY EA 200.0000 400.00 0.000 0.00 169 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,800.00 2.000 1,600.00 8.000 6,400.00 170 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,800.0000 19,800.00 5.000 9,000.00 11.000 19,800.00 171 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 2.000 10,000.00 172 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 2,000.00 2.000 1,000.00 173 CONCRETE BARRIER (TYPE 60R) LF 220.0000 57,200.00 260.000 57,200.00 174 CONCRETE BARRIER (TYPE 60) LF 120.0000 14,400.00 -38.000 -4,560.00 82.000 9,840.00 175 CONCRETE BARRIER (TYPE 60C) LF 255.0000 14,025.00 55.000 14,025.00 176 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 110.0000 21,340.00 194.000 21,340.00 (F) 177 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 16,890.00 55,282.000 16,584.60 178 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,652.00 4,248.000 2,548.80 179 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,300.00 10,016.000 10,016.00 180 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 270.00 400.000 180.00 (BROKEN 8-4) 181 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 3,952.00 6,371.000 4,141.15 (BROKEN 12-3) 182 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 14,490.00 3,926.000 11,778.00 PROGRAM CAS145 PAGE 8 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:09 PM ESTIMATE NO. 22 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: SAIDIAN, JACOB 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 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 50.00 0.000 0.00 (BROKEN 6-1) 184 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 14,120.00 57,323.000 11,464.60 (BROKEN 35-13) 185 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 2,800.00 10,905.000 2,181.00 (BROKEN 17-7) 186 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 8,918.00 6,642.000 9,298.80 187 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 10,450.00 3,612.000 9,933.00 188 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 1.000 3,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 189 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 45,000.0000 45,000.00 1.000 45,000.00 (STAGE 2, PHASE 1) 190 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 91,000.0000 91,000.00 1.000 91,000.00 (STAGE 2, PHASE 1) 191 TEMPORARY SIGNAL SYSTEM (CITY STREET) LS 180,000.0000 180,000.00 0.280 50,400.00 0.985 177,300.00 (STAGE 2, PHASE 1) 192 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 37,000.0000 37,000.00 1.000 37,000.00 (STAGE 3, PHASE 1) 193 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 45,000.0000 45,000.00 0.900 40,500.00 (STAGE 3, PHASE 1) 194 TEMPORARY SIGNAL SYSTEM (CITY STREET) LS 14,000.0000 14,000.00 1.000 14,000.00 (STAGE 3, PHASE 1) 195 SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 0.927 115,875.00 196 SIGNAL AND LIGHTING (LOCATION 2) LS 135,000.0000 135,000.00 0.900 121,500.00 197 MODIFY SIGNAL AND LIGHTING (CITY STREET) LS 24,000.0000 24,000.00 1.000 24,000.00 1.000 24,000.00 198 LIGHTING (CITY STREET) LS 130,000.0000 130,000.00 0.912 118,560.00 199 ELECTRICAL STAGE CONSTRUCTION LS 120,390.0000 120,390.00 1.000 120,390.00 200 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.985 394,000.00 201 INTERCONNECTION SYSTEM LS 96,000.0000 96,000.00 0.214 20,544.00 202 FIBER OPTIC SYSTEM LS 130,000.0000 130,000.00 1.000 130,000.00 203 CLOSED CIRCUIT TELEVISION SYSTEM LS 27,000.0000 27,000.00 0.630 17,010.00 204 CLOSED CIRCUIT TELEVISION SYSTEM (CITY) LS 35,000.0000 35,000.00 0.593 20,755.00 205 GENERAL PACKET RADIO SYSTEM EA 2,000.0000 8,000.00 0.000 0.00 206 RAMP METERING SYSTEM (LOCATION 1) LS 65,000.0000 65,000.00 0.044 2,860.00 0.931 60,515.00 207 RAMP METERING SYSTEM (LOCATION 2) LS 69,000.0000 69,000.00 0.954 65,826.00 208 RAMP METERING SYSTEM (LOCATION 3) LS 71,000.0000 71,000.00 0.964 68,444.00 209 RAMP METERING SYSTEM (LOCATION 4) LS 64,000.0000 64,000.00 0.973 62,272.00 PROGRAM CAS145 PAGE 9 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:09 PM ESTIMATE NO. 22 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: SAIDIAN, JACOB 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 WIRELESS VEHICLE DETECTOR SYSTEM LS 13,000.0000 13,000.00 0.000 0.00 (LOCATION 60) 211 WIRELESS VEHICLE DETECTOR SYSTEM LS 12,500.0000 12,500.00 0.000 0.00 (LOCATION 61) 212 WIRELESS VEHICLE DETECTOR SYSTEM LS 10,500.0000 10,500.00 0.000 0.00 (LOCATION 63) 213 RELOCATE EXTINGUISHABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.906 13,590.00 214 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 215 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 PROGRAM CAS145 PAGE 10 DATE 08/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A9804 TIME 03:09 PM ESTIMATE NO. 22 BID OPENING 07/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: SAIDIAN, JACOB 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 270,751.39 21,263,202.49 ADJUSTMENT OF COMPENSATION 0.00 119,340.95 EXTRA WORK 13,574.39 374,017.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 284,325.78 21,756,561.25 216 MOBILIZATION LS 0.0000 2,000,000.00 1.000 2,000,000.00 ORIGINAL CONTRACT AMOUNT 23,445,671.00 TOTAL WORK COMPLETED 284,325.78 23,756,561.25 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -3,286.69 TOTAL 284,325.78 23,753,274.56 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 11/16/10 265 12/22/10 11/22/10 08/30/12 329 77 51 3 96% 100% PROGRESS IS SATISFACTORY SAIDIAN, JACOB RESIDENT ENGINEER PROGRAM CAS145 DATE 08/21/12