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 08/25/11 EST. NO.19 TIME 03:10 PM R.E. NAME: SANTOS, JOHN 08-456004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0011 1,862.50 E.W. @ F.A.(+) 051611 N 0306.0 010 0011 1,820.39 E.W. @ F.A.(+) 082610 N 0084.1 011 0013 211.34 A.C. @ U.P.(+) 082011 N 692401 0014 14,840.28 082011 N 692440 0015 3,336.78 082011 N 692446 016 0028 4,884.74 E.W. @ F.A.(+) 120810 N 0187.0 0038 1,770.21 011211 N 0230.0 021 0035 128.81 E.W. @ F.A.(+) 040811 N 0330.0 0036 87.53 040611 N 0331.0 0038 448.58 052411 N 0333.0 038 0010 203.01 E.W. @ F.A.(+) 030411 N 0267.0 0013 6,060.94 030411 N 0317.1 35,655.11 TOTAL THIS ESTIMATE 524,913.01 TOTAL PREVIOUS ESTIMATE 560,568.12 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 08/25/11 EST. NO.19 TIME 03:10 PM R.E. NAME: SANTOS, JOHN 08-456004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RE-STAKING CHARGERS -9,240.00 14 REOPENING OF CLOSURE -8,790.00 14 SWPPP NON-COMPLIANCE -174,686.84 14 SWPPP NON-COMPLIANCE 174,686.84 15 REOPENING OF CLOSURE 3,840.00 19 3,840.00 -14,190.00 LABOR COMPLIANCE VIOLATION MISSING CPR/ACE FENC -2,000.00 16 MISSING CPR/ACE FENC 2,000.00 17 0.00 0.00 TOTAL DEDUCTIONS 3,840.00 -14,190.00 PROGRAM CAS145 PAGE 1 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 08/25/11 LOCATION PROGRESS ESTIMATE 08-RIV-10-41.3/44.6 ----------------- SEMA CONSTRUCTION INC IN RIVERSIDE COUNTY NEAR RANCHO 6 ORCHARD SUITE 150 MIRAGE FROM 1.5 KM EAST OF DATE LAKE FOREST CA 92630 PALM DRIVE TO MONTEREY AVENUE FED. AID NO. ARRA-103(127)E ,L-103(127)E ,ACIM-103(127)E CONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 6,750.0000 6,750.00 0.050 337.50 0.850 5,737.50 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 250.00 1.000 250.00 003 TIME-RELATED OVERHEAD WDAY 1,000.0000 415,000.00 22.000 22,000.00 379.000 379,000.00 004 TEMPORARY FENCE (TYPE WILDLIFE) M 27.0000 51,030.00 2,258.000 60,966.00 005 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.050 1,500.00 0.850 25,500.00 006 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.760 2,660.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 6.0000 89,400.00 1,332.000 7,992.00 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 14,000.00 7.000 14,000.00 009 TEMPORARY CONSTRUCTION ENTRANCE EA 3,700.0000 7,400.00 3.000 11,100.00 010 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 1,320.00 6.000 1,320.00 011 STREET SWEEPING LS 70,000.0000 70,000.00 0.050 3,500.00 0.850 59,500.00 012 ENDANGERED SPECIES PROTECTION LS 8,000.0000 8,000.00 0.100 800.00 0.900 7,200.00 013 BIOLOGICAL MONITOR WDAY 900.0000 83,700.00 92.000 82,800.00 014 NONNATIVE PLANT PRECLUSION (EQUIPMENT LS 30,000.0000 30,000.00 0.000 0.00 WASHING) 015 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.050 750.00 0.850 12,750.00 016 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.050 5,000.00 0.850 85,000.00 017 TYPE III BARRICADE EA 160.0000 1,600.00 18.000 2,880.00 018 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 860.00 0.000 0.00 019 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3900 17,979.00 22,800.000 8,892.00 020 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 7,800.00 151.000 4,530.00 021 CHANNELIZER (SURFACE MOUNTED) EA 80.0000 1,040.00 0.000 0.00 (LEFT IN PLACE) 022 TEMPORARY PAVEMENT MARKER EA 5.0000 17,750.00 1,280.000 6,400.00 PROGRAM CAS145 PAGE 2 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 60,000.00 6.000 60,000.00 024 TEMPORARY RAILING (TYPE K) M 35.0000 211,400.00 5,022.480 175,786.80 025 REMOVE FENCE M 12.0000 16,200.00 1,206.000 14,472.00 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.1000 11,660.00 4,852.000 5,337.20 STRIPE 027 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 12,142.00 7,987.000 10,383.10 028 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 2,200.00 0.000 0.00 029 REMOVE PAVEMENT MARKER EA 1.0000 5,920.00 4,775.000 4,775.00 030 REMOVE ROADSIDE SIGN EA 70.0000 4,060.00 0.000 0.00 031 REMOVE SIGN PANEL EA 250.0000 1,000.00 0.000 0.00 032 REMOVE ASPHALT CONCRETE DIKE M 13.0000 728.00 56.000 728.00 033 REMOVE INLET EA 550.0000 1,650.00 0.000 0.00 034 REMOVE HEADWALL EA 500.0000 500.00 1.000 500.00 035 REMOVE BASE AND SURFACING M3 20.0000 108,200.00 1,190.000 23,800.00 036 SALVAGE DOUBLE THRIE BEAM BARRIER M 22.0000 28,160.00 1,280.000 28,160.00 037 SALVAGE METAL BEAM GUARD RAILING M 35.0000 5,950.00 0.000 0.00 038 RELOCATE ROADSIDE SIGN (WOOD POST) EA 215.0000 1,505.00 0.000 0.00 039 ADJUST WATER VALVE COVER TO GRADE EA 600.0000 7,200.00 17.000 10,200.00 040 ADJUST MONUMENT TO GRADE EA 1,250.0000 3,750.00 0.000 0.00 041 ADJUST MANHOLE TO GRADE EA 600.0000 600.00 5.000 3,000.00 042 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 29,190.00 8,337.000 29,179.50 043 REMOVE CONCRETE M3 90.0000 2,790.00 61.400 5,526.00 044 REMOVE BRIDGE RAILING M 25.0000 575.00 0.000 0.00 045 CLEARING AND GRUBBING LS 59,000.0000 59,000.00 1.000 59,000.00 046 ROADWAY EXCAVATION M3 3.0000 423,000.00 140,430.000 421,290.00 047 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.750 3,750.00 048 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 187,000.00 7,447.750 372,387.50 (F) 049 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 70,250.00 2,925.920 73,148.00 (F) PROGRAM CAS145 PAGE 3 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 IMPORTED BORROW M3 8.2000 4,559,200.00 557,932.000 4,575,042.40 051 IMPORTED MATERIAL (SHOULDER BACKING) TONN 20.0000 4,200.00 0.000 0.00 052 EROSION CONTROL (TYPE D) HA 12,000.0000 216,000.00 5.920 71,040.00 053 NPS 3 SUPPLY LINE (BRIDGE) M 190.0000 34,770.00 183.000 34,770.00 (F) 054 300 MM CORRUGATED HIGH DENSITY M 65.0000 9,100.00 85.400 5,551.00 POLYETHYLENE PIPE CONDUIT 055 CLASS 2 AGGREGATE BASE M3 33.0000 462,000.00 514.200 16,968.60 10,854.130 358,186.29 056 LEAN CONCRETE BASE M3 85.0000 104,550.00 36.410 3,094.85 1,068.720 90,841.20 057 ASPHALT CONCRETE (TYPE A BOND BREAKER) TONN 90.0000 60,300.00 18.850 1,696.50 562.470 50,622.30 058 HOT MIX ASPHALT TONN 86.0000 2,476,800.00 1,789.310 153,880.66 21,586.000 1,856,396.00 059 HOT MIX ASPHALT (OPEN GRADED) TONN 100.0000 85,000.00 353.460 35,346.00 353.460 35,346.00 060 SHOULDER RUMBLE STRIP M 1.0000 3,350.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 061 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 4.0000 244.00 0.000 0.00 062 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 4.0000 64.00 0.000 0.00 063 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 4.0000 7,120.00 1,348.420 5,393.68 064 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 4.0000 440.00 0.000 0.00 065 PLACE HOT MIX ASPHALT M2 60.0000 2,880.00 25.390 1,523.40 (MISCELLANEOUS AREA) 066 LIQUID ASPHALT (PRIME COAT) TONN 850.0000 59,500.00 1.710 1,453.50 42.130 35,810.50 067 CONCRETE PAVEMENT M3 220.0000 404,800.00 72.820 16,020.40 1,751.120 385,246.40 068 CONCRETE PAVEMENT (RAMP TERMINI) M3 250.0000 115,000.00 463.500 115,875.00 069 SEAL PAVEMENT JOINT M 13.0000 57,070.00 3,585.500 46,611.50 070 SEAL LONGITUDINAL ISOLATION JOINT M 70.0000 2,100.00 30.600 2,142.00 071 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 185.0000 29,600.00 0.000 0.00 PILE 072 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 530.0000 263,940.00 498.000 263,940.00 PILING (914 MM) 073 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 12,000.0000 240,000.00 20.000 240,000.00 PILE (914 MM) 074 PRESTRESSING CAST-IN-PLACE CONCRETE LS 275,000.0000 275,000.00 1.000 275,000.00 075 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 224,100.00 799.190 239,757.00 076 STRUCTURAL CONCRETE, BRIDGE M3 580.0000 2,668,000.00 4,554.400 2,641,552.00 (F) PROGRAM CAS145 PAGE 4 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, CRASH WALL M3 380.0000 91,200.00 194.200 73,796.00 (F) 078 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 176,400.00 441.000 176,400.00 (F) (TYPE N) 079 CLASS 1 CONCRETE (STRUCTURE) M3 500.0000 280,000.00 556.440 278,220.00 080 MINOR CONCRETE (MINOR STRUCTURE) M3 990.0000 74,250.00 77.140 76,368.60 081 ARCHITECTURAL TREATMENT (COLUMNS) M2 440.0000 85,360.00 194.000 85,360.00 082 ITEM DELETED PER ADDENDUM M2 2,200.0000 264,000.00 150.000 330,000.00 083 ARCHITECTURAL FEATURE M2 195.0000 109,200.00 560.000 109,200.00 (CHAIN LINK RAILING) 084 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 120.0000 24,000.00 0.000 0.00 085 MASONRY BLOCK WALL M2 120.0000 3,840.00 32.000 3,840.00 086 JOINT SEAL (MR 40 MM) M 300.0000 24,000.00 0.000 0.00 087 JOINT SEAL (MR 50 MM) M 350.0000 29,400.00 0.000 0.00 088 BAR REINFORCING STEEL KG 1.4000 96,460.00 68,830.000 96,362.00 089 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 986,550.00 657,700.000 986,550.00 (F) 090 BAR REINFORCING STEEL (CRASH WALL) KG 1.6000 33,120.00 20,700.000 33,120.00 (F) 091 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 241,800.00 0.000 0.00 (F) 092 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 5,580.00 0.000 0.00 (F) 093 FURNISH LAMINATED PANEL SIGN M2 145.0000 6,670.00 0.000 0.00 (25.4 MM-TYPE A) 094 FURNISH LAMINATED PANEL SIGN M2 170.0000 2,040.00 0.000 0.00 (63.5 MM-TYPE B) 095 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 4,770.00 27.180 2,446.20 (1.6 MM-UNFRAMED) 096 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 8,280.00 0.000 0.00 (2.0 MM-UNFRAMED) 097 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 240.00 15.630 1,875.60 (1.6 MM-FRAMED) 098 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 2,375.00 0.000 0.00 (2.0 MM-FRAMED) 099 1372 MM CAST-IN-DRILLED-HOLE M 4,400.0000 26,400.00 6.000 26,400.00 CONCRETE PILE (SIGN FOUNDATION) 100 1524 MM CAST-IN-DRILLED-HOLE M 4,400.0000 70,400.00 8.000 35,200.00 CONCRETE PILE (SIGN FOUNDATION) 101 ROADSIDE SIGN - ONE POST EA 270.0000 25,650.00 40.000 10,800.00 102 ROADSIDE SIGN - TWO POST EA 480.0000 5,280.00 0.000 0.00 103 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 360.00 0.000 0.00 METHOD) PROGRAM CAS145 PAGE 5 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN PANEL ON EXISTING FRAME EA 110.0000 440.00 0.000 0.00 105 INSTALL ROADSIDE SIGN EA 2,000.0000 2,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 106 CLEAN AND THERMAL SPRAY COAT STEEL PILE LS 210,000.0000 210,000.00 0.950 199,500.00 107 PREPARE AND STAIN CONCRETE LS 110,000.0000 110,000.00 1.000 110,000.00 108 INTERLOCKING CONCRETE PAVERS M2 77.0000 80,080.00 47.700 3,672.90 779.380 60,012.26 109 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 115,200.00 3.330 399.60 1,064.920 127,790.40 110 600 MM ALTERNATIVE PIPE CULVERT M 150.0000 13,800.00 92.000 13,800.00 111 450 MM REINFORCED CONCRETE PIPE M 130.0000 26,000.00 194.600 25,298.00 112 600 MM CORRUGATED STEEL PIPE M 800.0000 4,000.00 6.700 5,360.00 (2.01 MM THICK) 113 900 MM CORRUGATED STEEL PIPE M 225.0000 13,725.00 61.000 13,725.00 (2.01 MM THICK) 114 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 80.0000 6,560.00 0.000 0.00 (1.63 MM THICK) 115 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 125.0000 9,750.00 11.500 1,437.50 (1.63 MM THICK) 116 450 MM BITUMINOUS COATED CORRUGATED M 275.0000 14,850.00 85.200 23,430.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 117 450 MM ENTRANCE TAPER EA 1,400.0000 4,200.00 3.000 4,200.00 118 GRATED LINE DRAIN M 195.0000 31,200.00 117.500 22,912.50 119 1200 MM CORRUGATED STEEL PIPE RISER M 3,800.0000 3,800.00 1.000 3,800.00 (2.01 MM THICK) 120 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 7,000.00 14.000 7,000.00 121 600 MM ALTERNATIVE FLARED END SECTION EA 550.0000 1,100.00 1.000 550.00 122 900 MM ALTERNATIVE FLARED END SECTION EA 800.0000 800.00 1.000 800.00 123 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 200.0000 16,000.00 52.300 10,460.00 124 SLOPE PAVING (CONCRETE) M3 650.0000 160,550.00 61.750 40,137.50 247.000 160,550.00 (F) 125 MINOR CONCRETE (DITCH LINING) M3 400.0000 10,400.00 0.000 0.00 126 ROCK SLOPE PROTECTION FABRIC M2 7.0000 1,680.00 116.220 813.54 127 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 272,000.00 646.640 258,656.00 CONSTRUCTION) 128 MISCELLANEOUS IRON AND STEEL KG 4.0000 19,640.00 4,849.000 19,396.00 (F) 129 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 19,000.00 1,900.000 19,000.00 (F) PROGRAM CAS145 PAGE 6 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 81,000.00 1,045.770 52,288.50 131 SURVEY MONUMENT (TYPE D) EA 650.0000 650.00 0.000 0.00 132 DELINEATOR (CLASS 1) EA 35.0000 4,550.00 75.000 2,625.00 133 OBJECT MARKER EA 50.0000 450.00 0.000 0.00 134 METAL BEAM GUARD RAILING (WOOD POST) M 80.0000 13,600.00 7.620 609.60 135 VEGETATION CONTROL (MINOR CONCRETE) M2 94.0000 33,840.00 0.000 0.00 136 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 245.0000 87,220.00 210.000 51,450.00 (F) 137 CONCRETE BARRIER (TYPE 26) M 260.0000 46,280.00 73.000 18,980.00 178.000 46,280.00 (F) 138 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 170.0000 2,040.00 11.400 1,938.00 139 CABLE RAILING M 65.0000 5,785.00 0.000 0.00 (F) 140 TRANSITION RAILING (TYPE WB) EA 2,400.0000 19,200.00 0.000 0.00 141 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 4,000.00 1.000 1,000.00 142 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 12,000.00 0.000 0.00 143 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 12,000.00 1.000 2,000.00 144 CONCRETE BARRIER (TYPE 60) M 145.0000 53,650.00 412.640 59,832.80 145 CONCRETE BARRIER (TYPE 60C) M 170.0000 136,000.00 746.200 126,854.00 146 CONCRETE BARRIER (TYPE 732) M 136.0000 25,432.00 82.000 11,152.00 187.000 25,432.00 (F) 147 CONCRETE BARRIER (TYPE 736SV) M 280.0000 24,640.00 0.000 0.00 148 CONCRETE BARRIER (TYPE 60R MOD) M 1,500.0000 180,000.00 114.760 172,140.00 149 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 13,600.00 0.000 0.00 150 THERMOPLASTIC TRAFFIC STRIPE M 0.4400 24,552.00 0.000 0.00 (SPRAYABLE) 151 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2500 4,900.00 0.000 0.00 152 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 14,100.00 0.000 0.00 153 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 154 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.018 1,800.00 0.976 97,600.00 155 SIGNAL AND LIGHTING (LOCATION 2) LS 105,000.0000 105,000.00 0.022 2,310.00 0.984 103,320.00 156 SIGNAL AND LIGHTING (COUNTY) LS 170,000.0000 170,000.00 0.024 4,080.00 0.989 168,130.00 PROGRAM CAS145 PAGE 7 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 LIGHTING (RAILROAD BRIDGE) LS 40,000.0000 40,000.00 0.225 9,000.00 0.602 24,080.00 158 LIGHTING (COUNTY STREET) LS 22,000.0000 22,000.00 0.146 3,212.00 0.750 16,500.00 159 INTERCONNECTION CONDUIT AND CABLE LS 40,000.0000 40,000.00 0.102 4,080.00 0.872 34,880.00 160 CONDUIT (BRIDGE) LS 79,000.0000 79,000.00 0.123 9,717.00 0.707 55,853.00 161 VEHICLE DETECTION SYSTEM LS 24,000.0000 24,000.00 0.344 8,256.00 0.916 21,984.00 162 REMOVE EXISTING SIGNAL SYSTEM LS 8,000.0000 8,000.00 0.000 0.00 163 MODIFY SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.231 11,550.00 164 MODIFY LIGHTING AND SIGN ILLUMINATION LS 185,000.0000 185,000.00 0.686 126,910.00 165 MODIFY SIGNAL AND LIGHTING (COUNTY) LS 100,000.0000 100,000.00 0.038 3,800.00 0.958 95,800.00 166 MODIFY EMERGENCY VEHICLE DETECTOR LS 3,500.0000 3,500.00 0.720 2,520.00 167 EMERGENCY VEHICLE DETECTOR LS 16,000.0000 16,000.00 0.768 12,288.00 168 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 169 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 8,800.00 220.000 8,800.00 170 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 8,100.00 270.000 8,100.00 171 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 750.00 15.000 750.00 (F) WALL) 172 STRUCTURAL CONCRETE, RETAINING WALL M3 425.0000 26,350.00 62.000 26,350.00 (F) 173 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 7,125.00 4,750.000 7,125.00 (F) 174 MINOR CONCRETE (GUTTER) M 200.0000 3,200.00 16.610 3,322.00 175 7.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,800.0000 2,800.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 03:10 PM ESTIMATE NO. 19 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 382,945.01 18,193,288.77 ADJUSTMENT OF COMPENSATION 18,388.40 105,235.36 EXTRA WORK 17,266.71 455,332.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 418,600.12 18,753,856.89 176 MOBILIZATION LS 200,000.0000 2,200,000.00 1.000 2,200,000.00 ORIGINAL CONTRACT AMOUNT 22,428,651.00 TOTAL WORK COMPLETED 418,600.12 20,953,856.89 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 3,840.00 -14,190.00 TOTAL 422,440.12 20,939,666.89 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 12/10/09 415 02/03/10 02/03/10 01/31/12 374 14 68 0 89% 77% PROGRESS IS SATISFACTORY SANTOS, JOHN RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 08/25/11