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 05/04/12 EST. NO.21 TIME 12:24 PM R.E. NAME: CAO, RODOLFO 07-1218V4 --------------------------------------------------------------------------- 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 05/04/12 EST. NO.21 TIME 12:24 PM R.E. NAME: CAO, RODOLFO 07-1218V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 9-1.053 SCHEDULE WIT -10,000.00 09 9-1.053 SCHEDULE WIT 10,000.00 11 SCHEDULE WITHHOLD -10,000.00 14 9-1.053 SCHEDULE WIT -25,000.00 15 SOLID WASTE FRM 2011 -10,000.00 17 9-1-053 SCHED WITHHD -25,000.00 18 SCHEDULE WITHHOLD 10,000.00 19 9-1.053 SCHEDULE WIT 25,000.00 19 9-1-053 SCHED WITHHE 25,000.00 19 SCHEDULE NON-COMPLIA -10,000.00 20 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 05/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:24 PM ESTIMATE NO. 21 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 05/04/12 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 07-LA-5-31.6/36.0 ------------------------------ SECURITY PAVING COMPANY, INC. IN LOS ANGELES COUNTY IN BURBANK PO BOX 1489 0.3 KM SOUTH OF COHASSET STREET SUN VALLEY, CA 91351-1489 UNDERCROSSING TO 0.1 KM NORTH OF SHELDON STREET OVERCROSSING FED. AID NO. SARR-005 -3(29)N ,AL-005 -3(29)N ,CMLN-6207(56) CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 0.200 1,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,500,000.00 319.000 797,500.00 004 TEMPORARY FENCE (TYPE CL-2.4, SLATTED) M 48.7500 160,875.00 2,666.980 130,015.28 005 CONSTRUCTION SITE MANAGEMENT LS 85,000.0000 85,000.00 0.490 41,650.00 006 PREPARE STORM WATER POLLUTION LS 1,750.0000 1,750.00 1.000 1,750.00 PREVENTION PLAN 007 TEMPORARY MULCH M3 35.5000 85,200.00 420.500 14,927.75 008 TEMPORARY FIBER ROLL M 7.0000 28,000.00 5,708.700 39,960.90 009 TEMPORARY SILT FENCE M 6.5000 13,000.00 3,484.500 22,649.25 010 TEMPORARY GRAVEL BAG BERM M 9.0000 9,000.00 635.330 5,717.97 011 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 48,000.00 0.000 0.00 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,300.0000 29,900.00 8.000 18,400.00 013 TEMPORARY COVER M2 2.0000 20,000.00 1,004.000 2,008.00 014 MOVE-IN/MOVE-OUT EA 875.0000 5,250.00 1.000 875.00 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 6,250.00 110.000 13,750.00 016 STREET SWEEPING LS 115,000.0000 115,000.00 0.560 64,400.00 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.560 14,000.00 018 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.640 22,400.00 019 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.525 288,750.00 020 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,850.00 236.000 8,260.00 021 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 12,000.00 0.000 0.00 022 TEMPORARY RAILING (TYPE K) M 33.9000 833,940.00 13,005.940 440,901.37 PROGRAM CAS145 PAGE 2 DATE 05/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:24 PM ESTIMATE NO. 21 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 05/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 190.0000 66,500.00 445.000 84,550.00 024 ABANDON PIPELINE EA 2,045.0000 4,090.00 1.000 2,045.00 025 REMOVE CHAIN LINK FENCE M 10.0000 13,300.00 443.140 4,431.40 026 REMOVE GATE EA 300.0000 300.00 0.000 0.00 027 REMOVE METAL BEAM GUARD RAILING M 22.0000 32,120.00 1,735.420 38,179.24 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 0.7200 19,872.00 3,542.000 2,550.24 STRIPE 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7200 20,376.00 19,092.000 13,746.24 030 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.2500 845.50 67.550 1,502.99 031 REMOVE PAVEMENT MARKER EA 0.8000 25,680.00 8,835.000 7,068.00 032 REMOVE ROADSIDE SIGN EA 75.0000 2,700.00 25.000 1,875.00 033 REMOVE SIGN STRUCTURE EA 2,200.0000 37,400.00 7.000 15,400.00 034 REMOVE ASPHALT CONCRETE M2 50.0000 1,300.00 0.000 0.00 035 REMOVE ASPHALT CONCRETE DIKE M 8.0000 2,000.00 84.000 672.00 036 REMOVE PIPE M 39.0000 19,890.00 158.300 6,173.70 037 REMOVE INLET EA 750.0000 30,750.00 29.000 21,750.00 038 REMOVE RETAINING WALL M 125.0000 4,250.00 33.500 4,187.50 039 REMOVE RETAINING WALL (PORTION) LS 2,500.0000 2,500.00 1.000 2,500.00 040 REMOVE CONCRETE DECK SURFACE M2 25.0000 4,125.00 30.000 750.00 041 RECONSTRUCT CHAIN LINK FENCE M 60.4000 7,912.40 0.000 0.00 042 ADJUST INLET EA 1,550.0000 35,650.00 11.000 17,050.00 043 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6500 150,315.00 0.000 0.00 044 REMOVE CONCRETE M3 80.0000 12,000.00 0.000 0.00 045 REMOVE CONCRETE CURB M 3.5000 11,760.00 2,855.260 9,993.41 046 REMOVE CONCRETE (CURB AND GUTTER) M 6.0000 6,000.00 467.750 2,806.50 047 REMOVE CONCRETE BARRIER M 15.6000 111,384.00 1,730.000 26,988.00 2,330.000 36,348.00 048 PREPARE CONCRETE BRIDGE DECK SURFACE M2 25.4500 4,199.25 0.000 0.00 049 REMOVE CONCRETE (STAMPED CONCRETE) M3 75.0000 975.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:24 PM ESTIMATE NO. 21 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 05/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (MISCELLANEOUS) M3 300.0000 1,500.00 0.000 0.00 051 REMOVE SOUND WALL M2 28.0000 313,600.00 8,239.000 230,692.00 052 CAP INLET EA 1,165.0000 16,310.00 13.000 15,145.00 053 REMOVE CRASH CUSHION EA 500.0000 1,000.00 2.000 1,000.00 054 BRIDGE REMOVAL (PORTION), LOCATION A LS 22,150.0000 22,150.00 1.000 22,150.00 055 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,650.0000 25,650.00 1.000 25,650.00 056 BRIDGE REMOVAL (PORTION), LOCATION C LS 95,400.0000 95,400.00 0.900 85,860.00 057 BRIDGE REMOVAL (PORTION), LOCATION D LS 2,500.0000 2,500.00 0.000 0.00 058 BRIDGE REMOVAL (PORTION), LOCATION E LS 19,800.0000 19,800.00 1.000 19,800.00 059 BRIDGE REMOVAL (PORTION), LOCATION F LS 19,400.0000 19,400.00 1.000 19,400.00 060 CLEARING AND GRUBBING LS 350,000.0000 350,000.00 0.850 297,500.00 061 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.332 14,940.00 062 ROADWAY EXCAVATION M3 19.0000 972,800.00 20,363.000 386,897.00 063 ROADWAY EXCAVATION (TYPE Z-3) M3 165.0000 56,100.00 340.000 56,100.00 (AERIALLY DEPOSITED LEAD) 064 ROADWAY EXCAVATION (TYPE Y-1) M3 28.9000 141,610.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 065 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 066 STRUCTURE EXCAVATION M3 25.0000 19,050.00 354.000 8,850.00 (F) 067 STRUCTURE EXCAVATION (BRIDGE) M3 83.0000 82,502.00 994.000 82,502.00 (F) 068 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.9000 249,507.57 15,692.300 249,507.57 (F) 069 STRUCTURE EXCAVATION (TYPE Z-3) M3 190.0000 21,318.00 224.400 42,636.00 (F) (AERIALLY DEPOSITED LEAD) 070 STRUCTURE EXCAVATION (TYPE Y-1) M3 21.5500 128,858.23 5,637.400 121,485.97 (F) (AERIALLY DEPOSITED LEAD) 071 STRUCTURE EXCAVATION (TYPE Y-2) M3 23.4000 36,691.20 1,671.300 39,108.42 (F) (AERIALLY DEPOSITED LEAD) 072 STRUCTURE BACKFILL M3 30.0000 10,350.00 0.000 0.00 (F) 073 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 99,600.00 1,335.000 80,100.00 (F) 074 STRUCTURE BACKFILL (RETAINING WALL) M3 26.0000 657,038.20 24,351.980 633,151.48 (F) 075 PERVIOUS BACKFILL MATERIAL (RETAINING M3 85.0000 109,106.00 1,108.460 94,219.10 (F) WALL) 076 SAND BACKFILL M3 252.0000 3,024.00 4.400 1,108.80 PROGRAM CAS145 PAGE 4 DATE 05/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:24 PM ESTIMATE NO. 21 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 05/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DITCH EXCAVATION M3 31.0000 15,500.00 0.000 0.00 078 IMPORTED BORROW M3 0.5000 7,950.00 0.000 0.00 079 HIGHWAY PLANTING LS 218,530.0000 218,530.00 0.000 0.00 080 PRUNE EXISTING PLANTS LS 7,210.0000 7,210.00 0.000 0.00 081 EROSION CONTROL (TYPE D) M2 3.7000 2,849.00 0.000 0.00 082 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 424.0000 2,544.00 0.000 0.00 083 MAINTAIN EXISTING PLANTED AREAS LS 3,180.0000 3,180.00 0.000 0.00 084 PLANT ESTABLISHMENT WORK LS 45,160.0000 45,160.00 0.000 0.00 085 MAINTAIN EXISTING IRRIGATION FACILITIES LS 3,815.0000 3,815.00 0.000 0.00 086 IRRIGATION SYSTEM LS 358,785.0000 358,785.00 0.095 34,084.58 087 NPS 2.5 SUPPLY LINE (BRIDGE) M 245.0000 22,050.00 0.000 0.00 088 NPS 3 SUPPLY LINE (BRIDGE) M 260.0000 26,780.00 0.000 0.00 089 IRRIGATION SLEEVE M 21.2000 6,360.00 0.000 0.00 090 200 MM WELDED STEEL PIPE CONDUIT M 440.0000 27,720.00 0.000 0.00 (6.35 MM THICK) 091 AGGREGATE BASE (APPROACH SLAB) M3 350.0000 17,850.00 45.000 15,750.00 (F) 092 CLASS 3 AGGREGATE BASE M3 23.0000 506,000.00 11,184.040 257,232.92 093 LEAN CONCRETE BASE M3 90.7000 1,206,310.00 5,517.450 500,432.72 094 LEAN CONCRETE BASE (RAPID SETTING) M3 313.0000 669,820.00 203.820 63,795.66 095 CRACK TREATMENT LNKM 3,450.0000 69,000.00 0.000 0.00 096 HOT MIX ASPHALT (TYPE B) TONN 77.3500 269,178.00 0.000 0.00 097 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 94.9500 1,281,825.00 0.000 0.00 098 GEOSYNTHETIC PAVEMENT INTERLAYER M2 1.8000 13,608.00 0.000 0.00 099 DATA CORE LS 4,000.0000 4,000.00 0.000 0.00 100 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 9.3000 288.30 0.000 0.00 101 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 9.3000 6,417.00 0.000 0.00 102 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 9.3000 1,302.00 0.000 0.00 103 TACK COAT TONN 788.0000 73,284.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 05/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:24 PM ESTIMATE NO. 21 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 05/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINTED PLAIN CONCRETE PAVEMENT M3 177.0000 4,672,800.00 10,483.479 1,855,575.78 105 REPLACE CONCRETE PAVEMENT M3 366.0000 5,416,800.00 14,995.070 5,488,195.62 (RAPID STRENGTH CONCRETE) 106 CONCRETE PAVEMENT M3 459.0000 73,440.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 107 SEAL PAVEMENT JOINT M 10.4200 410,548.00 0.000 0.00 108 SEAL LONGITUDINAL ISOLATION JOINT M 24.1000 829,040.00 0.000 0.00 109 DOWEL BAR (DRILL AND BOND) EA 12.7500 562,275.00 52,736.000 672,384.00 110 REPAIR SPALLED JOINTS M2 500.0000 630,000.00 0.000 0.00 111 SEAL JOINT (EXISTING CONCRETE PAVEMENT) M 6.4900 560,087.00 0.000 0.00 112 GRIND EXISTING CONCRETE M2 4.3300 762,080.00 179,152.530 775,730.45 PAVEMENT 113 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 129.0000 789,480.00 3,400.600 438,677.40 PILING 114 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 187.0000 7,480.00 39.600 7,405.20 PILING 115 FURNISH PILING (CLASS 900) M 168.0000 39,144.00 233.000 39,144.00 (ALTERNATIVE W) 116 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,961.0000 41,181.00 21.000 41,181.00 117 FURNISH PILING (CLASS 625) M 153.0000 30,600.00 200.000 30,600.00 (ALTERNATIVE W) 118 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,802.0000 28,832.00 16.000 28,832.00 119 FURNISH PILING (CLASS 400) M 142.0000 129,220.00 910.000 129,220.00 (ALTERNATIVE W) 120 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 1,696.0000 117,024.00 69.000 117,024.00 121 PRESTRESSING LS 43,500.0000 43,500.00 0.000 0.00 122 PRESTRESSING (TRANSVERSE) LS 16,400.0000 16,400.00 0.000 0.00 123 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 555.0000 144,300.00 212.400 117,882.00 (F) 124 STRUCTURAL CONCRETE, BRIDGE M3 879.0000 1,125,120.00 1,003.000 881,637.00 (F) 125 STRUCTURAL CONCRETE, RETAINING WALL M3 451.0000 3,303,575.00 7,325.100 3,303,620.10 (F) 126 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,005.0000 107,535.00 107.000 107,535.00 (F) (TYPE N) 127 STRUCTURAL CONCRETE, APPROACH SLAB M3 955.0000 479,410.00 452.000 431,660.00 (F) (TYPE R) 128 GROSS SOLIDS REMOVAL DEVICE (GSRD) EA 66,200.0000 198,600.00 1.000 66,200.00 129 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 382,880.00 109.870 175,792.00 (F) 130 MINOR CONCRETE (CONCRETE DRAIN) M3 715.0000 107,250.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 05/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:24 PM ESTIMATE NO. 21 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 05/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (SOUND WALL) M3 330.0000 693,000.00 0.000 0.00 132 PAVING NOTCH EXTENSION M3 4,800.0000 62,400.00 13.000 62,400.00 (F) 133 FRACTURED RIB TEXTURE M2 19.5000 326,987.70 16,555.130 322,825.04 (F) 134 DRILL AND BOND DOWEL M 55.0000 45,100.00 719.950 39,597.25 135 CLEAN EXPANSION JOINT M 20.0000 10,600.00 0.000 0.00 (F) 136 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,785.0000 78,280.00 8.000 78,280.00 GIRDER (20 M - 25 M) 137 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,957.0000 71,742.00 6.000 71,742.00 GIRDER (25 M - 30 M) 138 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,195.0000 36,390.00 2.000 36,390.00 BOX GIRDER (20 M - 25 M) 139 ERECT PRECAST PRESTRESSED CONCRETE EA 1,922.0000 26,908.00 14.000 26,908.00 GIRDER 140 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 774.0000 1,548.00 2.000 1,548.00 GIRDER 141 REFINISH BRIDGE DECK M2 400.0000 2,800.00 0.000 0.00 142 FURNISH POLYESTER CONCRETE OVERLAY M3 3,286.0000 19,716.00 0.000 0.00 143 PLACE POLYESTER CONCRETE OVERLAY M2 84.8000 13,992.00 0.000 0.00 (F) 144 CORE CONCRETE (0 - 50 MM) M 100.0000 1,200.00 12.000 1,200.00 145 CORE CONCRETE (51 MM - 100 MM) M 200.0000 600.00 3.000 600.00 146 SOUND WALL (MASONRY BLOCK) M2 159.4000 3,348,212.94 0.000 0.00 (F) 147 JOINT SEAL (TYPE AL) M 104.3000 7,405.30 0.000 0.00 148 JOINT SEAL (MR 13 MM) M 88.2000 32,545.80 0.000 0.00 (F) 149 JOINT SEAL (MR 25 MM) M 130.3000 44,171.70 0.000 0.00 (F) 150 JOINT SEAL (MR 50 MM) M 360.5000 23,432.50 0.000 0.00 151 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 413,490.00 145,091.000 304,691.10 (F) 152 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7100 735,436.12 430,079.680 735,436.25 (F) 153 HEADED BAR REINFORCEMENT EA 54.3000 9,991.20 0.000 0.00 154 FURNISH STRUCTURAL STEEL (BRIDGE) KG 4.3100 298,683.00 0.000 0.00 (F) 155 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6600 45,738.00 0.000 0.00 (F) 156 FURNISH SIGN STRUCTURE (TRUSS) KG 6.8600 1,873,568.90 0.000 0.00 (F) 157 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 109,246.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 7 DATE 05/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:24 PM ESTIMATE NO. 21 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 05/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 123.0000 72,570.00 0.000 0.00 159 FURNISH SINGLE SHEET ALUMINUM SIGN M2 96.0000 13,440.00 0.000 0.00 (1.6 MM-UNFRAMED) 160 FURNISH SINGLE SHEET ALUMINUM SIGN M2 102.0000 6,222.00 0.000 0.00 (2.0 MM-UNFRAMED) 161 1372 MM CAST-IN-DRILLED-HOLE M 1,970.0000 68,950.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 162 1524 MM CAST-IN-DRILLED-HOLE M 1,679.0000 321,024.80 64.260 107,892.54 CONCRETE PILE (SIGN FOUNDATION) 163 METAL (BARRIER MOUNTED SIGN) KG 6.3000 29,610.00 0.000 0.00 164 METAL (WALL MOUNTED SIGN) KG 10.2500 15,375.00 0.000 0.00 165 ROADSIDE SIGN - ONE POST EA 318.0000 25,440.00 0.000 0.00 166 ROADSIDE SIGN - TWO POST EA 850.0000 1,700.00 0.000 0.00 167 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 159.0000 6,042.00 0.000 0.00 METHOD) 168 CLEAN AND PAINT STRUCTURAL STEEL LS 126,355.0000 126,355.00 0.000 0.00 169 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 7,562.0000 30,248.00 0.000 0.00 170 WORK AREA MONITORING LS 27,150.0000 27,150.00 0.000 0.00 171 300 MM PLASTIC PIPE M 108.0000 3,672.00 0.000 0.00 172 450 MM REINFORCED CONCRETE PIPE M 193.0000 5,211.00 0.000 0.00 173 600 MM REINFORCED CONCRETE PIPE M 194.0000 417,100.00 1,593.200 309,080.80 174 900 MM REINFORCED CONCRETE PIPE M 331.0000 10,261.00 30.500 10,095.50 175 JACKED 600 MM REINFORCED CONCRETE PIPE M 2,065.0000 289,100.00 27.680 57,159.20 (CLASS V) 176 450 MM CORRUGATED STEEL PIPE M 399.0000 3,990.00 11.400 4,548.60 (1.63 MM THICK) 177 450 MM SLOTTED CORRUGATED STEEL PIPE M 235.0000 84,600.00 63.200 14,852.00 (1.63 MM THICK) 178 80 MM PLASTIC PIPE M 125.0000 12,000.00 96.000 12,000.00 179 900 MM PRECAST CONCRETE PIPE MANHOLE M 550.0000 2,750.00 4.130 2,271.50 180 ROCK SLOPE PROTECTION M3 349.0000 2,512.80 0.000 0.00 (FACING, METHOD B) 181 SLOPE PAVING (CONCRETE) M3 500.0000 102,500.00 0.000 0.00 (F) 182 ROCK SLOPE PROTECTION FABRIC M2 11.0000 242.00 0.000 0.00 183 MINOR CONCRETE (CURB AND SIDEWALK) M3 725.0000 7,830.00 14.200 10,295.00 184 MINOR CONCRETE (STAMPED CONCRETE) M2 68.3500 246,743.50 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 05/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:24 PM ESTIMATE NO. 21 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 05/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 MINOR CONCRETE (CURB RAMP) M3 1,410.0000 18,330.00 0.000 0.00 186 CURB RAMP DETECTABLE WARNING SURFACE M2 520.0000 1,248.00 0.000 0.00 187 MISCELLANEOUS IRON AND STEEL KG 3.4500 99,184.05 9,122.000 31,470.90 (F) 188 MISCELLANEOUS METAL KG 49.0000 21,560.00 0.000 0.00 (F) (RESTRAINER - CABLE TYPE) 189 MISCELLANEOUS METAL (BRIDGE) KG 65.0000 125,450.00 110.104 7,156.76 (F) 190 BRIDGE DECK DRAINAGE SYSTEM KG 12.4000 23,188.00 935.000 11,594.00 (F) 191 CHAIN LINK GATE EA 1,165.0000 2,330.00 0.000 0.00 192 DELINEATOR (CLASS 1) EA 40.0000 3,520.00 0.000 0.00 193 INSTALL MEDIAN MILEAGE PANEL EA 125.0000 6,000.00 0.000 0.00 194 METAL BEAM GUARD RAILING M 80.5500 139,351.50 872.620 70,289.54 195 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 194.0000 66,930.00 0.000 0.00 (F) 196 TRANSITION RAILING (TYPE WB) EA 3,075.0000 73,800.00 14.000 43,050.00 197 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 625.0000 3,125.00 8.000 5,000.00 198 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,438.0000 43,884.00 13.000 31,694.00 199 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,141.0000 17,128.00 4.000 8,564.00 200 CRASH CUSHION, SAND FILLED EA 500.0000 1,500.00 0.000 0.00 201 CRASH CUSHION (TYPE CAT) EA 5,300.0000 10,600.00 0.000 0.00 202 CRASH CUSHION (REACT 9SCBS) EA 53,275.0000 106,550.00 2.000 106,550.00 203 CONCRETE BARRIER (TYPE 60) M 103.0000 158,620.00 0.000 0.00 204 CONCRETE BARRIER (TYPE 60C) M 163.5000 179,850.00 0.000 0.00 205 CONCRETE BARRIER (TYPE 60D) M 126.4500 10,874.70 0.000 0.00 206 CONCRETE BARRIER (TYPE 60G) M 201.4000 8,056.00 0.000 0.00 207 CONCRETE BARRIER (TYPE 60W) M 292.5000 994,500.00 0.000 0.00 208 CONCRETE BARRIER (TYPE 60R) M 430.8000 258,480.00 104.760 45,130.61 209 CONCRETE BARRIER (TYPE 736A) M 190.4000 222,768.00 862.449 164,210.29 210 CONCRETE BARRIER (TYPE 736 MODIFIED) M 241.2000 213,944.40 601.950 145,190.34 (F) 211 CONCRETE BARRIER (TYPE 736B) M 265.0000 14,045.00 26.000 6,890.00 PROGRAM CAS145 PAGE 9 DATE 05/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:24 PM ESTIMATE NO. 21 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 05/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (TYPE 736SV) M 344.7000 379,170.00 838.260 288,948.22 213 CONCRETE BARRIER (TYPE 60AR) M 170.6000 39,408.60 0.000 0.00 (F) 214 CONCRETE BARRIER (TYPE 60A.6 MODIFIED) M 482.0000 50,128.00 0.000 0.00 (F) 215 CONCRETE BARRIER (TYPE 736A MODIFIED) M 177.3000 256,021.20 596.180 105,702.71 (F) 216 CONCRETE BARRIER (TYPE 736B MODIFIED) M 652.0000 13,692.00 0.000 0.00 (F) 217 CONCRETE BARRIER (TYPE 60RS) M 299.8000 59,960.00 0.000 0.00 218 CONCRETE BARRIER (TYPE 60VF) M 495.5000 123,875.00 241.650 119,737.58 219 CONCRETE BARRIER (TYPE 736S) M 210.6000 14,742.00 0.000 0.00 220 THERMOPLASTIC PAVEMENT MARKING M2 47.7000 29,097.00 0.000 0.00 221 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4200 34,020.00 0.000 0.00 222 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0600 18,868.00 0.000 0.00 223 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0600 2,003.40 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 224 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 969.40 0.000 0.00 (BROKEN 11.00 M - 3.50 M) 225 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 29,970.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 226 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 118.40 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 227 PAINT TRAFFIC STRIPE (2-COAT) M 0.3700 42,920.00 85,918.340 31,789.79 228 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9600 21,216.00 0.000 0.00 229 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8100 37,092.00 778.000 2,186.18 230 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 21,200.0000 21,200.00 0.607 12,868.40 SYSTEM ELEMENTS DURING CONSTRUCTION 231 LIGHTING (TEMPORARY) LS 132,500.0000 132,500.00 0.861 114,082.50 232 LIGHTING CONDUIT (BRIDGE) LS 106,000.0000 106,000.00 0.730 77,380.00 233 SIZE 53 CONDUIT (TRENCH IN SOIL) M 27.5500 12,948.50 29.000 798.95 234 SIZE 78 CONDUIT (TRENCH IN PAVEMENT) M 27.5500 12,397.50 304.760 8,396.14 235 SIZE 78, TYPE 1, CONDUIT M 74.2000 21,518.00 140.000 10,388.00 (JACK BENEATH ROADWAY) 236 TWO SIZE 103 CONDUITS M 42.4000 287,896.00 2,603.080 110,370.59 (TRENCH IN PAVEMENT) 237 TWO SIZE 103, TYPE 1, CONDUITS M 169.6000 27,136.00 173.000 29,340.80 (JACK BENEATH ROADWAY) 238 SIZE 25 INNERDUCT M 5.3000 155,820.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 05/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:24 PM ESTIMATE NO. 21 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 05/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 COMMUNICATION CONDUIT (BRIDGE) M 212.0000 156,880.00 69.850 14,808.20 240 SPRINKLER CONTROL CONDUIT (BRIDGE) LS 31,800.0000 31,800.00 0.633 20,129.40 241 ELECTRIC SERVICE (IRRIGATION) LS 39,220.0000 39,220.00 0.060 2,353.20 242 MODIFY AUTOMATIC VEHICLE CLASSIFIER LS 59,360.0000 59,360.00 0.000 0.00 STATION 243 MODIFY RAMP METERING SYSTEM LS 530,000.0000 530,000.00 0.364 192,920.00 244 TEMPORARY RAMP METERING SYSTEM LS 159,000.0000 159,000.00 0.956 152,004.00 245 MODIFY LIGHTING AND SIGN ILLUMINATION LS 636,000.0000 636,000.00 0.386 245,496.00 246 MODIFY SIGNAL (CITY) LS 7,420.0000 7,420.00 0.000 0.00 247 12 SINGLEMODE FIBER OPTIC CABLE M 10.6000 25,440.00 0.000 0.00 248 36 SINGLEMODE FIBER OPTIC CABLE M 7.9500 59,466.00 0.000 0.00 249 72 SINGLEMODE FIBER OPTIC CABLE M 9.5500 143,250.00 0.000 0.00 250 FIBER OPTIC SPLICE CLOSURE EA 1,696.0000 40,704.00 0.000 0.00 251 FIBER OPTIC TRAFFIC MODEM EA 848.0000 11,024.00 0.000 0.00 252 FIBER DISTRIBUTION UNIT EA 1,060.0000 13,780.00 0.000 0.00 253 MODIFY CLOSED CIRCUIT TELEVISION LS 41,340.0000 41,340.00 0.026 1,074.84 CAMERA (LOCATION GS 323) 254 MODIFY CLOSED CIRCUIT TELEVISION LS 30,740.0000 30,740.00 0.060 1,844.40 CAMERA (LOCATION GS 333) 255 MODIFY CLOSED CIRCUIT TELEVISION LS 36,040.0000 36,040.00 0.041 1,477.64 CAMERA (LOCATION GS 339) 256 MODIFY CLOSED CIRCUIT TELEVISION LS 36,040.0000 36,040.00 0.050 1,802.00 CAMERA (LOCATION GS 347) 257 MODIFY CLOSED CIRCUIT TELEVISION LS 34,980.0000 34,980.00 0.011 384.78 CAMERA (LOCATION GS 350) 258 NO. 5 PULL BOX EA 1,060.0000 13,780.00 4.000 4,240.00 259 COMMUNICATION PULL BOX EA 1,484.0000 54,908.00 16.000 23,744.00 260 REMOVE PULL BOX OR SPLICE VAULT EA 848.0000 50,880.00 18.000 15,264.00 261 SPLICE VAULT EA 5,300.0000 79,500.00 4.000 21,200.00 262 POWER CONDUCTORS (2X2 OR 2X4) M 26.5000 19,610.00 0.000 0.00 263 SYSTEM TESTING AND DOCUMENTATION LS 26,500.0000 26,500.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 05/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:24 PM ESTIMATE NO. 21 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 05/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 26,988.00 24,812,225.05 ADJUSTMENT OF COMPENSATION 0.00 300,929.74 EXTRA WORK 0.00 795,599.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 26,988.00 25,908,754.31 264 MOBILIZATION LS 740,000.0000 1,740,000.00 1.000 1,740,000.00 ORIGINAL CONTRACT AMOUNT 52,682,730.56 TOTAL WORK COMPLETED 26,988.00 27,648,754.31 MATERIALS ON HAND ON SITE 487,525.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 26,988.00 28,116,279.31 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 10/26/10 850 12/20/10 12/20/10 06/17/14 319 20 0 0 51% 38% PROGRESS IS SATISFACTORY CAO, RODOLFO RESIDENT ENGINEER PROGRAM CAS145 DATE 05/04/12