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 10/24/12 EST. NO.08 TIME 02:54 PM R.E. NAME: CHANGIZI, DAVE 04-264134 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 10/24/12 EST. NO.08 TIME 02:54 PM R.E. NAME: CHANGIZI, DAVE 04-264134 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING DOCUMENTS -10,000.00 08 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION LABOR COMP VIOLATION -10,000.00 05 DLQNT PRIME CERT PRS -10,000.00 08 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -20,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 02:54 PM ESTIMATE NO. 08 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/12 LOCATION RERUN PROGRESS ESTIMATE 04-NAP-12-0.2/3.2 ----------------------- TROY SIMNING IN NAPA COUNTY NEAR NAPA FROM ROUTE GHILOTTI BROTHERS, INC. 29 TO 0.1 MILE WEST OF SOLANO 525 JACOBY STREET COUNTY LINE SAN RAFAEL, CA 94901 FED. AID NO. ACST-P012(106)E ,P-P012(106)E WIDEN HWY AND CONSTRUCT RET WALLS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.100 500 002 TIME-RELATED OVERHEAD WDAY 1,500.0000 330,000.00 21.000 31,500.00 124.000 186,000 003 TEMPORARY REINFORCED SILT FENCE LF 7.0000 55,300.00 11,919.000 83,433 004 TEMPORARY FENCE (TYPE ESA) LF 2.0000 60,200.00 21,239.000 42,478 005 TEMPORARY CREEK DIVERSION SYSTEM LS 1.0000 1.00 0.000 0 (LOCATION 1) 006 TEMPORARY CREEK DIVERSION SYSTEM LS 1.0000 1.00 0.000 0 (LOCATION 2) 007 TEMPORARY CREEK DIVERSION SYSTEM LS 1.0000 1.00 0.000 0 (LOCATION 3) 008 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.318 7,950 009 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.800 2,400 PREVENTION PLAN 010 TEMPORARY FIBER ROLL LF 5.0000 4,050.00 5,885.000 29,425.00 13,669.000 68,345 011 TEMPORARY SILT FENCE LF 2.7500 116,325.00 21,339.000 58,682 012 TEMPORARY GRAVEL BAG BERM LF 10.0000 4,600.00 233.000 2,330.00 452.000 4,520 013 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 17,500.00 4.000 14,000.00 10.000 35,000 014 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 77,500.00 1.000 2,500.00 34.000 85,000 015 TEMPORARY COVER SQYD 4.5000 27,000.00 1,408.000 6,336.00 5,890.500 26,507 016 TEMPORARY CHECK DAM LF 8.0000 22,560.00 2,586.000 20,688 017 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 36,000.00 107.000 32,100 018 STREET SWEEPING LS 25,000.0000 25,000.00 0.100 2,500.00 0.568 14,200 019 RAIN EVENT ACTION PLAN EA 500.0000 32,000.00 6.000 3,000 020 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 11,200.00 0.000 0 022 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.050 1,500.00 0.750 22,500 PROGRAM CAS145 PAGE 2 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 02:54 PM ESTIMATE NO. 08 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.100 5,000.00 0.668 33,400 024 TYPE III BARRICADE EA 75.0000 10,500.00 7.000 525 025 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 3,820.00 715.000 1,430.00 1,096.000 2,192 026 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 36,050.00 36,290.000 12,701.50 85,155.000 29,804 027 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 44,100.00 503.000 15,090 028 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 400.00 0.000 0 (LEFT IN PLACE) 029 TEMPORARY PAVEMENT MARKER EA 2.6000 8,008.00 1,496.000 3,889.60 2,654.000 6,900 030 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.100 500.00 0.568 2,840 031 TEMPORARY RAILING (TYPE K) LF 5.5000 201,300.00 7,980.000 43,890.00 30,740.000 169,070 032 TEMPORARY CRASH CUSHION MODULE EA 125.0000 17,500.00 0.000 0 033 TEMPORARY IN-LINE CRASH CUSHION EA 2,500.0000 92,500.00 9.000 22,500.00 35.000 87,500 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.9000 17,190.00 26,420.000 23,778 STRIPE (HAZARDOUS WASTE) 035 ABANDON CULVERT LF 30.0000 1,650.00 157.000 4,710 036 ABANDON PIPELINE LF 6.0000 20,820.00 2,930.000 17,580 037 REMOVE FENCE LF 2.0000 23,600.00 12,435.000 24,870 038 REMOVE GATE EA 500.0000 500.00 4.000 2,000 039 REMOVE METAL BEAM GUARD RAILING LF 8.0000 7,840.00 685.000 5,480 040 REMOVE FLARED END SECTION EA 215.0000 4,300.00 1.000 215.00 14.000 3,010 041 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 10,350.00 6,675.000 2,002.50 35,852.000 10,755 042 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 1,050.00 84.000 420.00 933.000 4,665 043 REMOVE PAVEMENT MARKER EA 1.0000 1,630.00 663.000 663.00 4,306.000 4,306 044 REMOVE ROADSIDE SIGN EA 100.0000 700.00 4.000 400 045 REMOVE UNDERDRAIN LF 10.0000 13,400.00 0.000 0 046 REMOVE CULVERT LF 15.0000 48,300.00 141.000 2,115.00 1,154.000 17,310 047 REMOVE PIPE LF 8.0000 6,480.00 805.000 6,440 048 REMOVE INLET EA 500.0000 11,000.00 3.000 1,500 049 REMOVE HEADWALL EA 2,200.0000 11,000.00 5.000 11,000 PROGRAM CAS145 PAGE 3 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 02:54 PM ESTIMATE NO. 08 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE WINGWALL EA 2,500.0000 7,500.00 4.000 10,000 051 REMOVE CONCRETE PAVEMENT CY 75.0000 9,750.00 0.000 0 052 REMOVE BASE AND SURFACING CY 10.0000 14,600.00 0.000 0 053 SALVAGE FENCE LF 3.0000 10,080.00 2,143.000 6,429 054 RECONSTRUCT FENCE LF 20.0000 1,640.00 0.000 0 055 RELOCATE MAILBOX EA 150.0000 300.00 1.000 150 056 RELOCATE GATE EA 1,000.0000 5,000.00 1.000 1,000 057 RELOCATE ROADSIDE SIGN EA 250.0000 3,000.00 0.000 0 058 PLASTIC PIPE LINER LF 155.0000 20,150.00 0.000 0 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.7500 63,600.00 21,953.000 16,464 060 CAP INLET EA 1,500.0000 1,500.00 1.000 1,500 061 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000 062 ROADWAY EXCAVATION CY 8.0000 1,032,000.00 28,141.000 225,128.00 131,478.500 1,051,828 063 ROADWAY EXCAVATION (REMOVE ASBESTOS CY 105.0000 73,290.00 498.000 52,290.00 698.000 73,290 (F) CEMENT PIPE) 064 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 065 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 066 STRUCTURE EXCAVATION (RETAINING WALL) CY 26.0000 31,590.00 1,126.000 29,276 (F) 067 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 25.0000 85,250.00 682.000 17,050.00 3,410.000 85,250 (F) 068 STRUCTURE BACKFILL (RETAINING WALL) CY 20.0000 19,400.00 0.000 0 (F) 069 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 55.0000 6,600.00 120.000 6,600 (F) 070 SAND BACKFILL CY 150.0000 4,950.00 33.000 4,950 071 DITCH EXCAVATION CY 14.0000 39,480.00 512.600 7,176.40 2,402.000 33,628 072 SOIL NAIL ASSEMBLY LF 19.0000 469,775.00 3,710.000 70,490.00 22,136.000 420,584 073 IMPORTED MATERIAL (SHOULDER BACKING) TON 27.0000 19,980.00 0.000 0 074 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 5.0000 1,235.00 560.500 2,802 075 HIGHWAY PLANTING LS 22,000.0000 22,000.00 0.000 0 076 IMPORTED BIOFILTRATION TOPSOIL CY 80.0000 52,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 02:54 PM ESTIMATE NO. 08 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 EROSION CONTROL (COMPOST BLANKET) CY 45.0000 40,500.00 0.000 0 078 FIBER ROLLS LF 2.5000 71,250.00 5,764.000 14,410.00 5,764.000 14,410 079 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 0.000 0 080 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0600 49,920.00 0.000 0 081 ROLLED EROSION CONTROL PRODUCT SQFT 0.6500 61,295.00 0.000 0 (NETTING) 082 PLANT (GROUP M) EA 2.5000 9,500.00 0.000 0 083 PLANT (GROUP W) EA 15.0000 2,850.00 0.000 0 084 PLANT TUBES EA 150.0000 7,950.00 0.000 0 085 WILDFLOWER SEEDING (SQYD) SQYD 1.6000 1,920.00 0.000 0 086 PLANT ESTABLISHMENT WORK LS 14,000.0000 14,000.00 0.000 0 087 IRRIGATION SYSTEM LS 35,000.0000 35,000.00 0.000 0 088 IRRIGATION SLEEVE LF 10.0000 5,800.00 0.000 0 089 8" CORRUGATED HIGH DENSITY LF 25.0000 1,350.00 0.000 0 POLYETHYLENE PIPE CONDUIT 090 4" WELDED STEEL PIPE CONDUIT LF 55.0000 5,225.00 95.000 5,225.00 95.000 5,225 (.237" THICK) 091 8" WELDED STEEL PIPE CONDUIT LF 70.0000 25,900.00 160.000 11,200.00 160.000 11,200 (.250" THICK) 092 CLASS 4 AGGREGATE SUBBASE CY 10.0000 425,000.00 2,197.000 21,970 093 CLASS 3 AGGREGATE BASE CY 60.0000 73,800.00 29.260 1,755.60 265.610 15,936 094 LEAN CONCRETE BASE CY 105.0000 1,879,500.00 908.000 95,340 095 REPLACE ASPHALT CONCRETE SURFACING CY 265.0000 222,600.00 103.380 27,395 096 HOT MIX ASPHALT TON 77.0000 3,511,200.00 8,727.600 672,025 097 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 95.0000 2,014,000.00 6,042.000 573,990.00 12,313.890 1,169,819 098 RUMBLE STRIP STA 45.0000 11,700.00 0.000 0 099 DATA CORE LS 3,500.0000 3,500.00 0.468 1,638 100 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7000 357.00 0.000 0 101 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7000 12,733.00 0.000 0 102 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.7000 459.00 0.000 0 103 PLACE HOT MIX ASPHALT SQYD 200.0000 1,800.00 0.000 0 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 5 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 02:54 PM ESTIMATE NO. 08 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TACK COAT TON 500.0000 25,500.00 16.230 8,115 105 CONCRETE PAVEMENT (WEIGH-IN-MOTION) CY 155.0000 69,750.00 0.000 0 106 GRIND CONCRETE PAVEMENT SQYD 18.0000 28,980.00 0.000 0 (WEIGH-IN-MOTION) 107 STRUCTURAL CONCRETE, RETAINING WALL CY 420.0000 239,400.00 118.000 49,560.00 289.000 121,380 (F) 108 STRUCTURAL CONCRETE, BOX CULVERT CY 1,000.0000 114,000.00 58.610 58,610.00 164.890 164,890 (F) 109 STRUCTURAL CONCRETE, HEADWALL CY 700.0000 93,100.00 3.800 2,660.00 62.120 43,484 (F) 110 MINOR CONCRETE (MINOR STRUCTURE) CY 870.0000 226,200.00 8.000 6,960.00 46.542 40,491 (F) 111 MINOR CONCRETE (BACKFILL) CY 250.0000 19,250.00 205.500 51,375.00 1,401.250 350,312 112 ARCHITECTURAL SURFACE (BARRIER) SQFT 15.0000 54,300.00 0.000 0 113 ARCHITECTURAL TREATMENT SQFT 2.7500 58,588.75 6,755.000 18,576.25 6,755.000 18,576 (F) (TEXTURED SHOTCRETE) 114 ARCHITECTURAL TREATMENT SQFT 14.0000 63,560.00 1,816.000 25,424.00 1,816.000 25,424 (F) (FORMED RELIEF TEXTURE) 115 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 52,777.60 6,000.000 4,800.00 39,173.000 31,338 (F) 116 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 1.7500 156,838.50 43,565.000 76,238.75 86,725.000 151,768 (F) 117 BAR REINFORCING STEEL (BOX CULVERT) LB 0.9000 21,982.50 13,293.000 11,963.70 28,753.250 25,877 (F) 118 BAR REINFORCING STEEL (HEADWALL) LB 1.0000 13,950.00 503.000 503.00 4,709.000 4,709 (F) 119 SHOTCRETE CY 300.0000 277,500.00 299.000 89,700.00 586.000 175,800 (F) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,950.00 0.000 0 (0.063"-UNFRAMED) 121 ROADSIDE SIGN - ONE POST EA 260.0000 5,460.00 0.000 0 122 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 150.00 0.000 0 METHOD) 123 PREPARE AND STAIN CONCRETE SQFT 1.5000 236,469.00 0.000 0 124 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 49.0000 394,450.00 433.000 21,217.00 1,478.500 72,446 125 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 75.0000 92,250.00 60.000 4,500.00 977.000 73,275 126 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 70.0000 152,600.00 142.000 9,940.00 361.000 25,270 127 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 90.0000 57,600.00 204.000 18,360.00 566.000 50,940 128 30" ALTERNATIVE PIPE CULVERT (TYPE A) LF 100.0000 52,000.00 60.500 6,050.00 245.000 24,500 129 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 200.0000 102,000.00 20.000 4,000.00 297.500 59,500 130 42" ALTERNATIVE PIPE CULVERT (TYPE B) LF 110.0000 16,500.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 02:54 PM ESTIMATE NO. 08 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 48" ALTERNATIVE PIPE CULVERT (TYPE B) LF 150.0000 66,000.00 196.000 29,400 132 1" PLASTIC PIPE LF 2.0000 40.00 0.000 0 133 2" PLASTIC PIPE LF 2.2500 135.00 0.000 0 134 3" PLASTIC PIPE LF 3.5000 420.00 0.000 0 135 4" PLASTIC PIPE LF 40.0000 800.00 0.000 0 136 35" X 24" CORRUGATED STEEL PIPE ARCH LF 250.0000 23,000.00 23.000 5,750.00 91.000 22,750 (.109" THICK) 137 71" X 47" CORRUGATED STEEL PIPE ARCH LF 1,200.0000 3,600.00 3.000 3,600 (.109" THICK) 138 35" X 24" STEEL SPIRAL RIB PIPE ARCH LF 125.0000 32,500.00 0.000 0 (.109" THICK) 139 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 149,400.00 0.000 0 140 8" NON-PERFORATED PLASTIC PIPE LF 15.0000 3,750.00 0.000 0 UNDERDRAIN 141 DRAINAGE INLET MARKER EA 50.0000 6,000.00 0.000 0 142 36" CORRUGATED STEEL PIPE RISER LF 400.0000 9,600.00 5.000 2,000.00 5.000 2,000 (.109" THICK) 143 12" WELDED STEEL PIPE (.105" THICK) LF 140.0000 19,600.00 0.000 0 144 12" ALTERNATIVE FLARED END SECTION EA 150.0000 150.00 0.000 0 145 18" ALTERNATIVE FLARED END SECTION EA 185.0000 4,995.00 5.000 925.00 15.000 2,775 146 24" ALTERNATIVE FLARED END SECTION EA 215.0000 3,655.00 12.000 2,580.00 16.000 3,440 147 30" ALTERNATIVE FLARED END SECTION EA 650.0000 1,950.00 1.000 650 148 36" ALTERNATIVE FLARED END SECTION EA 700.0000 3,500.00 2.000 1,400 149 48" ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 0.000 0 150 2" PVC WATER PIPE (WATER SYSTEM) LF 40.0000 13,200.00 430.000 17,200 151 6" PVC WATER PIPE (WATER SYSTEM) LF 44.0000 12,760.00 0.000 0 152 8" PVC WATER PIPE (WATER SYSTEM) LF 45.0000 135,000.00 69.000 3,105.00 3,204.780 144,215 153 1" GALVANIZED STEEL WATER PIPE LF 28.0000 12,600.00 0.000 0 (WATER SYSTEM) 154 4" WELDED STEEL PIPE CONDUIT LF 30.0000 6,300.00 0.000 0 (0.500" THICK) (WATER SYSTEM) 155 30" JACKED WELDED STEEL PIPE CONDUIT LF 750.0000 75,000.00 100.000 75,000 (.312" THICK) (WATER SYSTEM) 156 6" BUTTERFLY VALVE (WATER SYSTEM) EA 1,750.0000 3,500.00 0.000 0 157 8" BUTTERFLY VALVE (WATER SYSTEM) EA 1,800.0000 10,800.00 6.000 10,800 PROGRAM CAS145 PAGE 7 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 02:54 PM ESTIMATE NO. 08 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 1" AIR RELEASE VALVE (WATER SYSTEM) EA 950.0000 5,700.00 6.000 5,700 159 2" BLOW OFF ASSEMBLY (WATER SYSTEM) EA 2,200.0000 13,200.00 6.000 13,200 160 RELOCATE WATER FILTRATION SYSTEM LS 12,000.0000 12,000.00 1.000 12,000 161 MINOR CONCRETE (PIPE PROTECTION) CY 290.0000 2,030.00 8.000 2,320 (F) 162 ROCK SLOPE PROTECTION CY 100.0000 24,000.00 187.290 18,729.00 193.890 19,389 (1/2 TON, METHOD A) 163 ROCK SLOPE PROTECTION CY 115.0000 29,900.00 161.860 18,613 (1/4 TON, METHOD A) 164 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 135.0000 81,000.00 122.400 16,524.00 238.850 32,244 165 ROCK SLOPE PROTECTION CY 175.0000 2,975.00 4.020 703 (BACKING NO. 3, METHOD A) 166 GABION CY 170.0000 136,000.00 800.000 136,000 167 MINOR CONCRETE (DITCH LINING) CY 350.0000 94,500.00 113.000 39,550.00 180.500 63,175 168 ROCK SLOPE PROTECTION FABRIC SQYD 4.0000 9,040.00 333.390 1,333.56 943.840 3,775 169 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 4,800.00 0.000 0 CONSTRUCTION) 170 MINOR CONCRETE (GUTTER DEPRESSION) CY 300.0000 13,800.00 0.000 0 171 MINOR CONCRETE (GUTTER) LF 18.0000 21,960.00 0.000 0 (F) 172 MISCELLANEOUS IRON AND STEEL LB 1.2500 38,741.25 191.200 239.00 31,184.200 38,980 (F) 173 WATER QUALITY WEIR EA 4,000.0000 12,000.00 0.000 0 174 FENCE (TYPE BW, 6 STRAND, METAL POST) LF 20.0000 2,000.00 421.000 8,420 175 FENCE (TYPE WM) LF 11.0000 13,530.00 0.000 0 176 FENCE (TYPE WM AND BW) LF 6.5000 80,600.00 6,730.000 43,745 177 FENCE (TYPE WM AND BW, MODIFIED) LF 12.5000 41,875.00 0.000 0 178 VINYL FENCE LF 29.0000 10,730.00 0.000 0 179 16' WIRE MESH GATE EA 1,800.0000 3,600.00 0.000 0 180 DOUBLE 12' METAL GATE EA 3,200.0000 6,400.00 0.000 0 181 16' METAL GATE EA 3,800.0000 15,200.00 0.000 0 182 DELINEATOR (CLASS 1) EA 45.0000 1,980.00 0.000 0 183 GUARD RAILING DELINEATOR EA 25.0000 750.00 0.000 0 184 OBJECT MARKER (TYPE L-1) EA 50.0000 750.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 02:54 PM ESTIMATE NO. 08 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 METAL BEAM GUARD RAILING (WOOD POST) LF 26.0000 25,740.00 0.000 0 186 VEGETATION CONTROL (MINOR CONCRETE) SQYD 42.0000 42,840.00 0.000 0 187 WILDLIFE PASSAGE WAY (TYPE S) EA 120.0000 360.00 0.000 0 188 WILDLIFE PASSAGE WAY (TYPE S MODIFIED) EA 165.0000 3,300.00 0.000 0 189 WILDLIFE PASSAGE WAY (TYPE M MODIFIED) EA 1,400.0000 14,000.00 0.000 0 190 CONCRETE BARRIER (TYPE K) LF 30.0000 4,200.00 0.000 0 191 TUBULAR HANDRAILING (MODIFIED) LF 40.0000 36,680.00 0.000 0 (F) 192 CABLE RAILING LF 19.0000 29,279.00 0.000 0 (F) 193 TRANSITION RAILING (TYPE WB) EA 3,300.0000 13,200.00 0.000 0 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 7,150.00 0.000 0 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 5,600.00 0.000 0 196 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 24,700.00 0.000 0 197 CRASH CUSHION (ADIEM) EA 18,000.0000 90,000.00 0.000 0 198 CONCRETE BARRIER (TYPE 60) LF 40.0000 90,000.00 0.000 0 199 CONCRETE BARRIER (TYPE 60C) LF 80.0000 872,000.00 0.000 0 200 CONCRETE BARRIER (TYPE 60G) LF 110.0000 19,800.00 0.000 0 201 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 200.0000 169,000.00 0.000 0 (F) 202 CONCRETE BARRIER (TYPE 732A) LF 115.0000 105,455.00 0.000 0 (F) 203 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 17,820.00 0.000 0 204 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 14,905.00 0.000 0 205 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 3,381.00 0.000 0 206 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 110.00 0.000 0 (BROKEN 8-4) 207 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 350.00 0.000 0 (BROKEN 12-3) 208 THERMOPLASTIC PAVEMENT MARKING SQFT 4.4000 10,428.00 0.000 0 209 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 5,680.00 0.000 0 (SPRAYABLE) 210 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1000 1,030.00 0.000 0 211 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.7000 702.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 02:54 PM ESTIMATE NO. 08 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.1000 4,998.00 0.000 0 213 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 7,315.00 0.000 0 214 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.468 2,340 SYSTEM ELEMENTS DURING CONSTRUCTION 215 TRAFFIC OPERATIONS SYSTEM LS 300,000.0000 300,000.00 0.400 120,000 216 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.400 30,000 217 SIGNAL AND LIGHTING (LOCATION 2) LS 140,000.0000 140,000.00 0.400 56,000 218 SIGNAL AND LIGHTING (LOCATION 3) LS 15,000.0000 15,000.00 0.500 7,500 219 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 150,000.0000 150,000.00 0.600 90,000 220 HIGHWAY LIGHTING LS 20,000.0000 20,000.00 0.000 0 221 HIGHWAY ADVISORY RADIO SYSTEM EA 35,000.0000 35,000.00 0.050 1,750 222 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 60,000.0000 60,000.00 0.200 12,000 223 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 30,000.0000 30,000.00 1.000 30,000 (STAGE CONSTRUCTION) 224 INTEGRATED CAMERA UNIT EA 3,000.0000 9,000.00 0.000 0 225 CAMERA CONTROL UNIT EA 3,000.0000 9,000.00 0.000 0 226 VIDEO ENCODER UNIT EA 3,000.0000 9,000.00 0.000 0 227 EXTINGUISHABLE MESSAGE SIGN PANEL EA 10,000.0000 40,000.00 0.050 500 228 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,500.0000 17,500.00 0.000 0 MODEM ASSEMBLY 229 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 230 WILDLIFE FENCE (TYPE E-FENCE) LF 15.0000 25,500.00 0.000 0 231 18" WELDED STEEL PIPE CONDUIT LF 130.0000 6,500.00 0.000 0 (0.500" THICK) (WATER SYSTEM) 232 WATER QUALITY MONITORING REPORT EA 1.0000 12.00 0.000 0 233 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1.0000 80.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 02:54 PM ESTIMATE NO. 08 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,715,305.86 7,543,827.78 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 190,835.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,715,305.86 7,734,663.73 234 MOBILIZATION LS 1,378,000.0000 1,378,000.00 0.950 1,309,100 ORIGINAL CONTRACT AMOUNT 19,925,242.60 TOTAL WORK COMPLETED 1,715,305.86 9,043,763.73 MATERIALS ON HAND ON SITE 176,763.54 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,000.00 -30,000.00 TOTAL 1,695,305.86 9,190,527.27 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 02/17/12 470 02/06/12 04/11/12 03/15/13 124 11 0 0 42% 26% PROGRESS IS SATISFACTORY CHANGIZI, DAVE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/12