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 11/26/12 EST. NO.29 TIME 11:12 AM 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 --------------------------------------------------------------------------- 003 0192 10,021.01 E.W. @ F.A.(+) 092712 N 0976.0 0193 439.56 071612 N 0799.1 0194 439.56 071712 N 0800.1 0195 439.56 071812 N 0803.1 014 0033 5,475.56 E.W. @ F.A.(+) 112811 N 0314.0 0035 2,393.55 120511 N 0316.0 0037 2,778.10 051612 N 0660.0 026 0001-1 -751.30 E.W. @ F.A.(+) 100111 N 2600 0 DAO CORRECTING ENTRY 0005-1 -9,471.00 111811 N 451.10 DAO CORRECTING ENTRY 0013 16,984.00 111811 N 451 0 052 0001 1,678.86 E.W. @ F.A.(+) 032212 N 0560.0 0002 1,296.38 030612 N 0572.0 0003 471.98 030712 N 0573.0 0004 2,868.80 032112 N 0546.0 0005 1,973.40 032012 N 0584.0 0006 1,573.71 030812 N 0574.0 0008 1,827.24 040312 Y 0696.0 0009 1,420.99 040412 Y 0697.0 059 0001 11,325.00 A.C. @ L.S.(+) 111912 N 59.1 0 073 0001 4,845.81 E.W. @ F.A.(+) 083012 N 0972.0 074 0001 1,278.02 E.W. @ F.A.(+) 071012 N 0890.0 0002 1,980.04 071112 N 0891.0 0003 2,789.69 071212 N 0892.0 0013 1,163.02 072012 N 0915.0 0015 291.18 072312 N 0919.0 0016 345.35 072612 N 0920.0 0017 2,326.03 072512 N 0921.0 0018 2,326.03 072412 N 0922.0 0027 2,307.90 082012 N 0933.0 0028 2,307.90 082112 N 0934.0 0029 1,937.07 082212 N 0935.0 0036 2,754.43 083112 N 0963.0 79,837.43 TOTAL THIS ESTIMATE 2,216,619.70 TOTAL PREVIOUS ESTIMATE 2,296,457.13 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 11/26/12 EST. NO.29 TIME 11:12 AM 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 SCHEDULE NON-COMPLIA -10,000.00 22 SCHEDULE NON-COMPLIA -10,000.00 23 SCHEDULE NON-COMPLIA -10,000.00 24 SCHEDULE NON-COMPLIA -10,000.00 25 SCHEDULE NON-COMPLIA -10,000.00 26 SCHEDULE NON-COMPLIA -10,000.00 28 SCHEDULE NON-COMPLIA -10,000.00 29 -10,000.00 -90,000.00 TOTAL DEDUCTIONS -10,000.00 -90,000.00 PROGRAM CAS145 PAGE 1 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 11:12 AM ESTIMATE NO. 29 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 11/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/26/12 LOCATION 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.200 1,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,500,000.00 21.000 52,500.00 466.000 1,165,000 004 TEMPORARY FENCE (TYPE CL-2.4, SLATTED) M 48.7500 160,875.00 2,666.980 130,015 005 CONSTRUCTION SITE MANAGEMENT LS 85,000.0000 85,000.00 0.630 53,550 006 PREPARE STORM WATER POLLUTION LS 1,750.0000 1,750.00 1.000 1,750 PREVENTION PLAN 007 TEMPORARY MULCH M3 35.5000 85,200.00 788.500 27,991 008 TEMPORARY FIBER ROLL M 7.0000 28,000.00 1,562.100 10,934.70 8,336.060 58,352 009 TEMPORARY SILT FENCE M 6.5000 13,000.00 266.700 1,733.55 5,383.200 34,990 010 TEMPORARY GRAVEL BAG BERM M 9.0000 9,000.00 18.570 167.13 810.900 7,298 011 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 48,000.00 1.000 4,000.00 1.000 4,000 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,300.0000 29,900.00 1.000 2,300.00 9.000 20,700 013 TEMPORARY COVER M2 2.0000 20,000.00 1,004.000 2,008 014 MOVE-IN/MOVE-OUT EA 875.0000 5,250.00 2.000 1,750 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 6,250.00 19.000 2,375.00 173.000 21,625 016 STREET SWEEPING LS 115,000.0000 115,000.00 0.040 4,600.00 0.840 96,600 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.040 1,000.00 0.840 21,000 018 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.026 910.00 0.822 28,770 019 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.035 19,250.00 0.770 423,500 020 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,850.00 6.000 210.00 291.000 10,185 021 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 12,000.00 2.000 4,000 022 TEMPORARY RAILING (TYPE K) M 33.9000 833,940.00 19,357.970 656,235 PROGRAM CAS145 PAGE 2 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 11:12 AM ESTIMATE NO. 29 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 11/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 190.0000 66,500.00 504.000 95,760 024 ABANDON PIPELINE EA 2,045.0000 4,090.00 2.000 4,090 025 REMOVE CHAIN LINK FENCE M 10.0000 13,300.00 550.830 5,508.30 1,152.230 11,522 026 REMOVE GATE EA 300.0000 300.00 1.000 300 027 REMOVE METAL BEAM GUARD RAILING M 22.0000 32,120.00 55.500 1,221.00 1,790.920 39,400 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 0.7200 19,872.00 3,542.000 2,550 STRIPE 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7200 20,376.00 19,092.000 13,746 030 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.2500 845.50 67.550 1,502 031 REMOVE PAVEMENT MARKER EA 0.8000 25,680.00 9,385.000 7,508 032 REMOVE ROADSIDE SIGN EA 75.0000 2,700.00 34.000 2,550 033 REMOVE SIGN STRUCTURE EA 2,200.0000 37,400.00 14.000 30,800 034 REMOVE ASPHALT CONCRETE M2 50.0000 1,300.00 9.400 470.00 9.400 470 035 REMOVE ASPHALT CONCRETE DIKE M 8.0000 2,000.00 174.210 1,393 036 REMOVE PIPE M 39.0000 19,890.00 9.400 366.60 379.600 14,804 037 REMOVE INLET EA 750.0000 30,750.00 33.000 24,750 038 REMOVE RETAINING WALL M 125.0000 4,250.00 33.500 4,187 039 REMOVE RETAINING WALL (PORTION) LS 2,500.0000 2,500.00 1.000 2,500 040 REMOVE CONCRETE DECK SURFACE M2 25.0000 4,125.00 131.250 3,281 041 RECONSTRUCT CHAIN LINK FENCE M 60.4000 7,912.40 0.000 0 042 ADJUST INLET EA 1,550.0000 35,650.00 39.000 60,450 043 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6500 150,315.00 0.000 0 044 REMOVE CONCRETE M3 80.0000 12,000.00 11.800 944.00 11.800 944 045 REMOVE CONCRETE CURB M 3.5000 11,760.00 10.000 35.00 3,378.000 11,823 046 REMOVE CONCRETE (CURB AND GUTTER) M 6.0000 6,000.00 1,000.000 6,000 047 REMOVE CONCRETE BARRIER M 15.6000 111,384.00 3,609.000 56,300 048 PREPARE CONCRETE BRIDGE DECK SURFACE M2 25.4500 4,199.25 0.000 0 049 REMOVE CONCRETE (STAMPED CONCRETE) M3 75.0000 975.00 13.000 975 PROGRAM CAS145 PAGE 3 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 11:12 AM ESTIMATE NO. 29 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 11/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (MISCELLANEOUS) M3 300.0000 1,500.00 5.760 1,728 051 REMOVE SOUND WALL M2 28.0000 313,600.00 8,665.500 242,634 052 CAP INLET EA 1,165.0000 16,310.00 16.000 18,640 053 REMOVE CRASH CUSHION EA 500.0000 1,000.00 2.000 1,000 054 BRIDGE REMOVAL (PORTION), LOCATION A LS 22,150.0000 22,150.00 1.000 22,150 055 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,650.0000 25,650.00 1.000 25,650 056 BRIDGE REMOVAL (PORTION), LOCATION C LS 95,400.0000 95,400.00 1.000 95,400 057 BRIDGE REMOVAL (PORTION), LOCATION D LS 2,500.0000 2,500.00 0.000 0 058 BRIDGE REMOVAL (PORTION), LOCATION E LS 19,800.0000 19,800.00 1.000 19,800 059 BRIDGE REMOVAL (PORTION), LOCATION F LS 19,400.0000 19,400.00 1.000 19,400 060 CLEARING AND GRUBBING LS 350,000.0000 350,000.00 0.950 332,500 061 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.629 28,305 062 ROADWAY EXCAVATION M3 19.0000 972,800.00 54,389.050 1,033,391 063 ROADWAY EXCAVATION (TYPE Z-3) M3 165.0000 56,100.00 340.000 56,100 (AERIALLY DEPOSITED LEAD) 064 ROADWAY EXCAVATION (TYPE Y-1) M3 28.9000 141,610.00 4,891.800 141,373 (AERIALLY DEPOSITED LEAD) 065 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 066 STRUCTURE EXCAVATION M3 25.0000 19,050.00 259.110 6,477.75 762.000 19,050 (F) 067 STRUCTURE EXCAVATION (BRIDGE) M3 83.0000 82,502.00 994.000 82,502 (F) 068 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.9000 249,507.57 15,692.300 249,507 (F) 069 STRUCTURE EXCAVATION (TYPE Z-3) M3 190.0000 21,318.00 -112.200 -21,318.00 112.200 21,318 (F) (AERIALLY DEPOSITED LEAD) 070 STRUCTURE EXCAVATION (TYPE Y-1) M3 21.5500 128,858.23 165.600 3,568.68 5,850.440 126,076 (F) (AERIALLY DEPOSITED LEAD) 071 STRUCTURE EXCAVATION (TYPE Y-2) M3 23.4000 36,691.20 -143.500 -3,357.90 1,529.790 35,797 (F) (AERIALLY DEPOSITED LEAD) 072 STRUCTURE BACKFILL M3 30.0000 10,350.00 196.650 5,899.50 312.000 9,360 (F) 073 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 99,600.00 1,476.250 88,575 (F) 074 STRUCTURE BACKFILL (RETAINING WALL) M3 26.0000 657,038.20 25,270.800 657,040 (F) 075 PERVIOUS BACKFILL MATERIAL (RETAINING M3 85.0000 109,106.00 1,285.660 109,281 (F) WALL) 076 SAND BACKFILL M3 252.0000 3,024.00 7.500 1,890.00 11.900 2,998 PROGRAM CAS145 PAGE 4 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 11:12 AM ESTIMATE NO. 29 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 11/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DITCH EXCAVATION M3 31.0000 15,500.00 534.000 16,554.00 561.000 17,391 078 IMPORTED BORROW M3 0.5000 7,950.00 0.000 0 079 HIGHWAY PLANTING LS 218,530.0000 218,530.00 0.000 0 080 PRUNE EXISTING PLANTS LS 7,210.0000 7,210.00 0.000 0 081 EROSION CONTROL (TYPE D) M2 3.7000 2,849.00 0.000 0 082 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 424.0000 2,544.00 0.000 0 083 MAINTAIN EXISTING PLANTED AREAS LS 3,180.0000 3,180.00 0.000 0 084 PLANT ESTABLISHMENT WORK LS 45,160.0000 45,160.00 0.000 0 085 MAINTAIN EXISTING IRRIGATION FACILITIES LS 3,815.0000 3,815.00 0.000 0 086 IRRIGATION SYSTEM LS 358,785.0000 358,785.00 0.150 53,817.75 0.495 177,598 087 NPS 2.5 SUPPLY LINE (BRIDGE) M 245.0000 22,050.00 0.000 0 088 NPS 3 SUPPLY LINE (BRIDGE) M 260.0000 26,780.00 0.000 0 089 IRRIGATION SLEEVE M 21.2000 6,360.00 300.000 6,360 090 200 MM WELDED STEEL PIPE CONDUIT M 440.0000 27,720.00 51.000 22,440.00 51.000 22,440 (6.35 MM THICK) 091 AGGREGATE BASE (APPROACH SLAB) M3 350.0000 17,850.00 47.000 16,450 (F) 092 CLASS 3 AGGREGATE BASE M3 23.0000 506,000.00 14,973.040 344,379 093 LEAN CONCRETE BASE M3 90.7000 1,206,310.00 17.300 1,569.11 10,492.128 951,636 094 LEAN CONCRETE BASE (RAPID SETTING) M3 313.0000 669,820.00 636.820 199,324 095 CRACK TREATMENT LNKM 3,450.0000 69,000.00 0.000 0 096 HOT MIX ASPHALT (TYPE B) TONN 77.3500 269,178.00 31.950 2,471.33 4,333.350 335,184 097 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 94.9500 1,281,825.00 0.000 0 098 GEOSYNTHETIC PAVEMENT INTERLAYER M2 1.8000 13,608.00 4,509.000 8,116 099 DATA CORE LS 4,000.0000 4,000.00 0.000 0 100 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 9.3000 288.30 30.430 283.00 30.430 283 101 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 9.3000 6,417.00 686.090 6,380.64 686.090 6,380 102 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 9.3000 1,302.00 139.010 1,292.79 139.010 1,292 103 TACK COAT TONN 788.0000 73,284.00 10.890 8,581 PROGRAM CAS145 PAGE 5 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 11:12 AM ESTIMATE NO. 29 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 11/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINTED PLAIN CONCRETE PAVEMENT M3 177.0000 4,672,800.00 7.300 1,292.10 21,670.656 3,835,706 105 REPLACE CONCRETE PAVEMENT M3 366.0000 5,416,800.00 15,149.070 5,544,559 (RAPID STRENGTH CONCRETE) 106 CONCRETE PAVEMENT M3 459.0000 73,440.00 0.000 0 (RAPID STRENGTH CONCRETE) 107 SEAL PAVEMENT JOINT M 10.4200 410,548.00 6,858.000 71,460.36 18,500.200 192,772 108 SEAL LONGITUDINAL ISOLATION JOINT M 24.1000 829,040.00 390.000 9,399 109 DOWEL BAR (DRILL AND BOND) EA 12.7500 562,275.00 52,736.000 672,384 110 REPAIR SPALLED JOINTS M2 500.0000 630,000.00 33.780 16,890.00 95.560 47,780 111 SEAL JOINT (EXISTING CONCRETE PAVEMENT) M 6.4900 560,087.00 0.000 0 112 GRIND EXISTING CONCRETE M2 4.3300 762,080.00 179,152.530 775,730 PAVEMENT 113 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 129.0000 789,480.00 90.000 11,610.00 4,340.510 559,925 PILING 114 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 187.0000 7,480.00 39.600 7,405 PILING 115 FURNISH PILING (CLASS 900) M 168.0000 39,144.00 233.000 39,144 (ALTERNATIVE W) 116 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,961.0000 41,181.00 21.000 41,181 117 FURNISH PILING (CLASS 625) M 153.0000 30,600.00 200.000 30,600 (ALTERNATIVE W) 118 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,802.0000 28,832.00 16.000 28,832 119 FURNISH PILING (CLASS 400) M 142.0000 129,220.00 910.000 129,220 (ALTERNATIVE W) 120 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 1,696.0000 117,024.00 69.000 117,024 121 PRESTRESSING LS 43,500.0000 43,500.00 0.000 0 122 PRESTRESSING (TRANSVERSE) LS 16,400.0000 16,400.00 1.000 16,400 123 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 555.0000 144,300.00 260.000 144,300 (F) 124 STRUCTURAL CONCRETE, BRIDGE M3 879.0000 1,125,120.00 75.300 66,188.70 1,139.000 1,001,181 (F) 125 STRUCTURAL CONCRETE, RETAINING WALL M3 451.0000 3,303,575.00 7,331.000 3,306,281 (F) 126 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,005.0000 107,535.00 107.000 107,535 (F) (TYPE N) 127 STRUCTURAL CONCRETE, APPROACH SLAB M3 955.0000 479,410.00 -11.600 -11,078.00 471.000 449,805 (F) (TYPE R) 128 GROSS SOLIDS REMOVAL DEVICE (GSRD) EA 66,200.0000 198,600.00 0.450 29,790.00 2.450 162,190 129 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 382,880.00 1.090 1,744.00 200.260 320,416 (F) 130 MINOR CONCRETE (CONCRETE DRAIN) M3 715.0000 107,250.00 12.790 9,144.85 12.790 9,144 PROGRAM CAS145 PAGE 6 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 11:12 AM ESTIMATE NO. 29 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 11/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (SOUND WALL) M3 330.0000 693,000.00 81.900 27,027 132 PAVING NOTCH EXTENSION M3 4,800.0000 62,400.00 13.000 62,400 (F) 133 FRACTURED RIB TEXTURE M2 19.5000 326,987.70 16,775.800 327,128 (F) 134 DRILL AND BOND DOWEL M 55.0000 45,100.00 765.550 42,105 135 CLEAN EXPANSION JOINT M 20.0000 10,600.00 0.000 0 (F) 136 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,785.0000 78,280.00 8.000 78,280 GIRDER (20 M - 25 M) 137 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,957.0000 71,742.00 6.000 71,742 GIRDER (25 M - 30 M) 138 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,195.0000 36,390.00 2.000 36,390 BOX GIRDER (20 M - 25 M) 139 ERECT PRECAST PRESTRESSED CONCRETE EA 1,922.0000 26,908.00 14.000 26,908 GIRDER 140 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 774.0000 1,548.00 2.000 1,548 GIRDER 141 REFINISH BRIDGE DECK M2 400.0000 2,800.00 0.000 0 142 FURNISH POLYESTER CONCRETE OVERLAY M3 3,286.0000 19,716.00 0.000 0 143 PLACE POLYESTER CONCRETE OVERLAY M2 84.8000 13,992.00 0.000 0 (F) 144 CORE CONCRETE (0 - 50 MM) M 100.0000 1,200.00 12.000 1,200 145 CORE CONCRETE (51 MM - 100 MM) M 200.0000 600.00 3.000 600 146 SOUND WALL (MASONRY BLOCK) M2 159.4000 3,348,212.94 304.220 48,492.67 10,079.436 1,606,662 (F) 147 JOINT SEAL (TYPE AL) M 104.3000 7,405.30 0.000 0 148 JOINT SEAL (MR 13 MM) M 88.2000 32,545.80 0.000 0 (F) 149 JOINT SEAL (MR 25 MM) M 130.3000 44,171.70 0.000 0 (F) 150 JOINT SEAL (MR 50 MM) M 360.5000 23,432.50 0.000 0 151 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 413,490.00 175,808.060 369,196 (F) 152 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7100 735,436.12 430,204.980 735,650 (F) 153 HEADED BAR REINFORCEMENT EA 54.3000 9,991.20 8.000 434.40 16.000 868 154 FURNISH STRUCTURAL STEEL (BRIDGE) KG 4.3100 298,683.00 0.000 0 (F) 155 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6600 45,738.00 0.000 0 (F) 156 FURNISH SIGN STRUCTURE (TRUSS) KG 6.8600 1,873,568.90 110,264.870 756,417 (F) 157 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 109,246.00 110,264.870 44,105 (F) PROGRAM CAS145 PAGE 7 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 11:12 AM ESTIMATE NO. 29 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 11/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 123.0000 72,570.00 498.900 61,364 159 FURNISH SINGLE SHEET ALUMINUM SIGN M2 96.0000 13,440.00 0.000 0 (1.6 MM-UNFRAMED) 160 FURNISH SINGLE SHEET ALUMINUM SIGN M2 102.0000 6,222.00 0.000 0 (2.0 MM-UNFRAMED) 161 1372 MM CAST-IN-DRILLED-HOLE M 1,970.0000 68,950.00 0.000 0 CONCRETE PILE (SIGN FOUNDATION) 162 1524 MM CAST-IN-DRILLED-HOLE M 1,679.0000 321,024.80 174.660 293,254 CONCRETE PILE (SIGN FOUNDATION) 163 METAL (BARRIER MOUNTED SIGN) KG 6.3000 29,610.00 0.000 0 164 METAL (WALL MOUNTED SIGN) KG 10.2500 15,375.00 0.000 0 165 ROADSIDE SIGN - ONE POST EA 318.0000 25,440.00 0.000 0 166 ROADSIDE SIGN - TWO POST EA 850.0000 1,700.00 0.000 0 167 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 159.0000 6,042.00 0.000 0 METHOD) 168 CLEAN AND PAINT STRUCTURAL STEEL LS 126,355.0000 126,355.00 0.000 0 169 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 7,562.0000 30,248.00 0.000 0 170 WORK AREA MONITORING LS 27,150.0000 27,150.00 0.000 0 171 300 MM PLASTIC PIPE M 108.0000 3,672.00 28.800 3,110 172 450 MM REINFORCED CONCRETE PIPE M 193.0000 5,211.00 4.200 810.60 21.200 4,091 173 600 MM REINFORCED CONCRETE PIPE M 194.0000 417,100.00 5.000 970.00 1,965.100 381,229 174 900 MM REINFORCED CONCRETE PIPE M 331.0000 10,261.00 30.500 10,095 175 JACKED 600 MM REINFORCED CONCRETE PIPE M 2,065.0000 289,100.00 27.680 57,159 (CLASS V) 176 450 MM CORRUGATED STEEL PIPE M 399.0000 3,990.00 11.400 4,548 (1.63 MM THICK) 177 450 MM SLOTTED CORRUGATED STEEL PIPE M 235.0000 84,600.00 384.500 90,357 (1.63 MM THICK) 178 80 MM PLASTIC PIPE M 125.0000 12,000.00 96.000 12,000 179 900 MM PRECAST CONCRETE PIPE MANHOLE M 550.0000 2,750.00 5.480 3,014 180 ROCK SLOPE PROTECTION M3 349.0000 2,512.80 7.200 2,512 (FACING, METHOD B) 181 SLOPE PAVING (CONCRETE) M3 500.0000 102,500.00 0.000 0 (F) 182 ROCK SLOPE PROTECTION FABRIC M2 11.0000 242.00 21.600 237 183 MINOR CONCRETE (CURB AND SIDEWALK) M3 725.0000 7,830.00 45.726 33,151 184 MINOR CONCRETE (STAMPED CONCRETE) M2 68.3500 246,743.50 394.000 26,929.90 394.000 26,929 PROGRAM CAS145 PAGE 8 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 11:12 AM ESTIMATE NO. 29 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 11/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 MINOR CONCRETE (CURB RAMP) M3 1,410.0000 18,330.00 4.840 6,824 186 CURB RAMP DETECTABLE WARNING SURFACE M2 520.0000 1,248.00 0.000 0 187 MISCELLANEOUS IRON AND STEEL KG 3.4500 99,184.05 238.000 821.10 24,882.000 85,842 (F) 188 MISCELLANEOUS METAL KG 49.0000 21,560.00 0.000 0 (F) (RESTRAINER - CABLE TYPE) 189 MISCELLANEOUS METAL (BRIDGE) KG 65.0000 125,450.00 280.000 18,200 (F) 190 BRIDGE DECK DRAINAGE SYSTEM KG 12.4000 23,188.00 935.000 11,594 (F) 191 CHAIN LINK GATE EA 1,165.0000 2,330.00 0.000 0 192 DELINEATOR (CLASS 1) EA 40.0000 3,520.00 0.000 0 193 INSTALL MEDIAN MILEAGE PANEL EA 125.0000 6,000.00 0.000 0 194 METAL BEAM GUARD RAILING M 80.5500 139,351.50 1,204.928 97,056 195 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 194.0000 66,930.00 172.500 33,465 (F) 196 TRANSITION RAILING (TYPE WB) EA 3,075.0000 73,800.00 15.000 46,125 197 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 625.0000 3,125.00 11.000 6,875 198 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,438.0000 43,884.00 13.000 31,694 199 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,141.0000 17,128.00 8.000 17,128 200 CRASH CUSHION, SAND FILLED EA 500.0000 1,500.00 0.000 0 201 CRASH CUSHION (TYPE CAT) EA 5,300.0000 10,600.00 0.000 0 202 CRASH CUSHION (REACT 9SCBS) EA 53,275.0000 106,550.00 2.000 106,550 203 CONCRETE BARRIER (TYPE 60) M 103.0000 158,620.00 0.000 0 204 CONCRETE BARRIER (TYPE 60C) M 163.5000 179,850.00 0.000 0 205 CONCRETE BARRIER (TYPE 60D) M 126.4500 10,874.70 0.000 0 206 CONCRETE BARRIER (TYPE 60G) M 201.4000 8,056.00 0.000 0 207 CONCRETE BARRIER (TYPE 60W) M 292.5000 994,500.00 203.380 59,488.65 1,474.880 431,402 208 CONCRETE BARRIER (TYPE 60R) M 430.8000 258,480.00 104.760 45,130 209 CONCRETE BARRIER (TYPE 736A) M 190.4000 222,768.00 1,161.148 221,082 210 CONCRETE BARRIER (TYPE 736 MODIFIED) M 241.2000 213,944.40 673.850 162,532 (F) 211 CONCRETE BARRIER (TYPE 736B) M 265.0000 14,045.00 26.000 6,890 PROGRAM CAS145 PAGE 9 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 11:12 AM ESTIMATE NO. 29 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 11/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (TYPE 736SV) M 344.7000 379,170.00 1,049.660 361,817 213 CONCRETE BARRIER (TYPE 60AR) M 170.6000 39,408.60 0.000 0 (F) 214 CONCRETE BARRIER (TYPE 60A.6 MODIFIED) M 482.0000 50,128.00 0.000 0 (F) 215 CONCRETE BARRIER (TYPE 736A MODIFIED) M 177.3000 256,021.20 1,375.170 243,817 (F) 216 CONCRETE BARRIER (TYPE 736B MODIFIED) M 652.0000 13,692.00 19.950 13,007 (F) 217 CONCRETE BARRIER (TYPE 60RS) M 299.8000 59,960.00 0.000 0 218 CONCRETE BARRIER (TYPE 60VF) M 495.5000 123,875.00 241.650 119,737 219 CONCRETE BARRIER (TYPE 736S) M 210.6000 14,742.00 0.000 0 220 THERMOPLASTIC PAVEMENT MARKING M2 47.7000 29,097.00 0.000 0 221 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4200 34,020.00 0.000 0 222 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0600 18,868.00 0.000 0 223 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0600 2,003.40 0.000 0 (BROKEN 3.66 M - 0.92 M) 224 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 969.40 0.000 0 (BROKEN 11.00 M - 3.50 M) 225 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 29,970.00 0.000 0 (BROKEN 10.98 M - 3.66 M) 226 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 118.40 0.000 0 (BROKEN 5.18 M - 2.14 M) 227 PAINT TRAFFIC STRIPE (2-COAT) M 0.3700 42,920.00 90,798.340 33,595 228 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9600 21,216.00 8,792.000 8,440 229 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8100 37,092.00 2,994.000 8,413 230 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 21,200.0000 21,200.00 0.021 445.20 0.754 15,984 SYSTEM ELEMENTS DURING CONSTRUCTION 231 LIGHTING (TEMPORARY) LS 132,500.0000 132,500.00 0.961 127,332 232 LIGHTING CONDUIT (BRIDGE) LS 106,000.0000 106,000.00 0.915 96,990 233 SIZE 53 CONDUIT (TRENCH IN SOIL) M 27.5500 12,948.50 39.000 1,074 234 SIZE 78 CONDUIT (TRENCH IN PAVEMENT) M 27.5500 12,397.50 513.380 14,143 235 SIZE 78, TYPE 1, CONDUIT M 74.2000 21,518.00 140.000 10,388 (JACK BENEATH ROADWAY) 236 TWO SIZE 103 CONDUITS M 42.4000 287,896.00 522.030 22,134.07 4,971.940 210,810 (TRENCH IN PAVEMENT) 237 TWO SIZE 103, TYPE 1, CONDUITS M 169.6000 27,136.00 173.000 29,340 (JACK BENEATH ROADWAY) 238 SIZE 25 INNERDUCT M 5.3000 155,820.00 16,420.000 87,026 PROGRAM CAS145 PAGE 10 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 11:12 AM ESTIMATE NO. 29 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 11/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 COMMUNICATION CONDUIT (BRIDGE) M 212.0000 156,880.00 131.750 27,931 240 SPRINKLER CONTROL CONDUIT (BRIDGE) LS 31,800.0000 31,800.00 0.770 24,486 241 ELECTRIC SERVICE (IRRIGATION) LS 39,220.0000 39,220.00 0.060 2,353 242 MODIFY AUTOMATIC VEHICLE CLASSIFIER LS 59,360.0000 59,360.00 0.000 0 STATION 243 MODIFY RAMP METERING SYSTEM LS 530,000.0000 530,000.00 0.057 30,210.00 0.582 308,460 244 TEMPORARY RAMP METERING SYSTEM LS 159,000.0000 159,000.00 0.956 152,004 245 MODIFY LIGHTING AND SIGN ILLUMINATION LS 636,000.0000 636,000.00 0.021 13,356.00 0.603 383,508 246 MODIFY SIGNAL (CITY) LS 7,420.0000 7,420.00 0.000 0 247 12 SINGLEMODE FIBER OPTIC CABLE M 10.6000 25,440.00 302.440 3,205.86 302.440 3,205 248 36 SINGLEMODE FIBER OPTIC CABLE M 7.9500 59,466.00 0.000 0 249 72 SINGLEMODE FIBER OPTIC CABLE M 9.5500 143,250.00 0.000 0 250 FIBER OPTIC SPLICE CLOSURE EA 1,696.0000 40,704.00 0.000 0 251 FIBER OPTIC TRAFFIC MODEM EA 848.0000 11,024.00 0.000 0 252 FIBER DISTRIBUTION UNIT EA 1,060.0000 13,780.00 0.000 0 253 MODIFY CLOSED CIRCUIT TELEVISION LS 41,340.0000 41,340.00 0.032 1,322.88 0.058 2,397 CAMERA (LOCATION GS 323) 254 MODIFY CLOSED CIRCUIT TELEVISION LS 30,740.0000 30,740.00 0.060 1,844 CAMERA (LOCATION GS 333) 255 MODIFY CLOSED CIRCUIT TELEVISION LS 36,040.0000 36,040.00 0.041 1,477 CAMERA (LOCATION GS 339) 256 MODIFY CLOSED CIRCUIT TELEVISION LS 36,040.0000 36,040.00 0.050 1,802 CAMERA (LOCATION GS 347) 257 MODIFY CLOSED CIRCUIT TELEVISION LS 34,980.0000 34,980.00 0.011 384 CAMERA (LOCATION GS 350) 258 NO. 5 PULL BOX EA 1,060.0000 13,780.00 3.000 3,180.00 7.000 7,420 259 COMMUNICATION PULL BOX EA 1,484.0000 54,908.00 28.000 41,552 260 REMOVE PULL BOX OR SPLICE VAULT EA 848.0000 50,880.00 29.000 24,592 261 SPLICE VAULT EA 5,300.0000 79,500.00 1.000 5,300.00 9.000 47,700 262 POWER CONDUCTORS (2X2 OR 2X4) M 26.5000 19,610.00 0.000 0 263 SYSTEM TESTING AND DOCUMENTATION LS 26,500.0000 26,500.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 11:12 AM ESTIMATE NO. 29 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 11/20/12 R.E. NAME: CAO, RODOLFO DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 620,637.27 35,169,563.03 ADJUSTMENT OF COMPENSATION 11,325.00 778,496.76 EXTRA WORK 68,512.43 1,517,960.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 700,474.70 37,466,020.16 264 MOBILIZATION LS 1,740,000.0000 1,740,000.00 1.000 1,740,000 ORIGINAL CONTRACT AMOUNT 52,682,730.56 TOTAL WORK COMPLETED 700,474.70 39,206,020.16 MATERIALS ON HAND ON SITE 1,092,742.15 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -90,000.00 TOTAL 690,474.70 40,208,762.31 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 06/18/14 466 21 0 0 70% 55% PROGRESS IS SATISFACTORY CAO, RODOLFO RESIDENT ENGINEER PROGRAM CAS145 DATE 11/26/12