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 07/22/09 EST. NO.13 TIME 06:35 AM R.E. NAME: SILVA, GUS 11-2T0914 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0029 1,266.34 E.W. @ F.A.(+) 100108 N 64.0 0 0032 753.30 101308 N 106.00 0034 1,196.21 110708 N 0129.0 0046 159.93 010809 N 0157.0 0067 326.07 021809 N 0286.0 0075 1,144.74 031009 N 0316.0 0105 1,456.93 032609 N 357.00 0139 1,164.62 042309 N 0407.0 0140 2,086.11 042709 N 0409.0 0157 1,678.95 050309 N 0438.0 0158 1,675.78 050409 N 0439.0 0161 2,153.49 050409 N 0440.0 0162 2,153.49 050509 N 0441.0 0163 343.91 050709 N 0446.0 0164 304.76 092508 N 0105.1 0165 2,169.12 050609 N 0443.0 0166 220.00 052109 N 0494.0 0167 632.09 052609 N 0497.0 0168 128.91 060209 N 0500.0 0169 168.64 061709 N 0532.0 0170 1,274.55 052209 N 0540.0 0171 1,599.16 053009 N 0541.0 0173 103.36 060809 N 0543.0 0175 949.27 060209 N 0545.0 007 0009 5,892.62 E.W. @ F.A.(+) 111808 N 0145.0 008 0006 1,581.25 E.W. @ F.A.(+) 012909 N 0240.1 010 0006 787.25 E.W. @ F.A.(+) 060309 N 0502.0 012 0032 2,892.69 E.W. @ F.A.(+) 102808 N 0194.0 0039 13,003.96 100108 N 0266.9 0041 9,048.50 100208 N 0267.9 0043 7,689.22 100608 N 0269.9 0069 740.19 060909 N 0512.0 021 0003 37,340.00 E.W. @ L.S.(+) 071009 N 0518.0 0004 42,763.75 071009 N 0519.0 022 0011 1,358.70 E.W. @ F.A.(+) 051509 N 0459.0 0012 775.03 052009 N 0493.0 0013 907.60 061009 N 0511.0 035 0029 9,712.70 E.W. @ F.A.(+) 051809 N 0462.0 036 0005 537.34 E.W. @ F.A.(+) 121208 N 0219.0 0013 144.34 051309 N 0455.0 038 0001 28,779.35 E.W. @ L.S.(+) 071309 N 0538.0 039 0002 496.54 E.W. @ F.A.(+) 100308 N 70.0 0 040 0025 8,449.58 E.W. @ L.S.(+) 061909 N 0486.0 198,010.34 TOTAL THIS ESTIMATE 1,678,090.03 TOTAL PREVIOUS ESTIMATE 1,876,100.37 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 07/22/09 EST. NO.13 TIME 06:35 AM R.E. NAME: SILVA, GUS 11-2T0914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM BASELINE SCHED. -105,570.22 01 CPM BASELINE SCHED. -216,553.47 02 SURVEY RESTAKING -1,020.00 05 CPM BASELINE SCHED. 322,123.69 07 RESTAKING DS 42K -340.00 12 0.00 -1,360.00 LABOR COMPLIANCE VIOLATION O/S PRS JULY -10,000.00 02 O/S PRS SEPT -10,000.00 04 O/S PRS NOV -10,000.00 06 O/S PRS FEB -10,000.00 09 O/S PRS MARCH 09 -10,000.00 10 PRS RECD JULY 08 10,000.00 10 PRS RECD SEPT 08 10,000.00 10 PRS RECD FEB 09 10,000.00 10 O/S PRS JUNE -10,000.00 13 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -31,360.00 PROGRAM CAS145 PAGE 1 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 06:35 AM ESTIMATE NO. 13 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 07/22/09 LOCATION PROGRESS ESTIMATE 11-SD-15-R10.5/M15.0 ----------------- FCI CONSTRUCTORS, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 10050 BLACK MOUNTAIN ROAD FROM 0.1 KM SOUTH OF ROUTE 52/15 SAN DIEGO,CA 92126 SEPARATION TO CARROLL CANYON ROAD OVERCROSSING FED. AID NO. N O N E CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,500.0000 12,500.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 4,100.0000 2,460,000.00 20.000 82,000.00 239.000 979,900.00 03 TEMPORARY CHAIN LINK GATE EA 500.0000 500.00 0.000 0.00 S) 04 TEMPORARY FENCE (TYPE ESA) M 13.0000 76,700.00 761.000 9,893.00 4,961.000 64,493.00 05 CONSTRUCTION SITE MANAGEMENT LS 90,000.0000 90,000.00 0.033 2,970.00 0.398 35,820.00 06 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.013 6.50 0.659 329.50 S) PREVENTION PLAN 07 TEMPORARY HYDRAULIC MULCH M2 0.3500 16,135.00 25,319.000 8,861.65 S) 08 TEMPORARY FIBER ROLL M 11.0000 308,000.00 2,592.000 28,512.00 13,817.400 151,991.40 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,200.0000 37,200.00 3.000 3,600.00 21.000 25,200.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,700.0000 148,500.00 13.000 35,100.00 11 TEMPORARY CHECK DAM M 37.0000 4,440.00 138.300 5,117.10 12 MOVE-IN/MOVE-OUT EA 300.0000 1,500.00 3.000 900.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 30,000.00 145.000 29,000.00 14 TEMPORARY HYDRAULIC MULCH M2 0.8000 5,280.00 9,251.600 7,401.28 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 75,000.0000 75,000.00 0.033 2,475.00 0.398 29,850.00 16 CONSTRUCTION AREA SIGNS LS 48,000.0000 48,000.00 0.018 864.00 0.519 24,912.00 S) 17 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.033 9,900.00 0.398 119,400.00 S) 18 TYPE III BARRICADE EA 75.0000 1,500.00 0.000 0.00 S) 19 TYPE III BARRICADE (LEFT IN PLACE) EA 100.0000 800.00 0.000 0.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 5.0000 3,350.00 6,188.000 30,940.00 S) 21 TEMPORARY PAVEMENT MARKER EA 10.0000 710.00 0.000 0.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 22,000.0000 330,000.00 0.500 11,000.00 5.975 131,450.00 S) PROGRAM CAS145 PAGE 2 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 06:35 AM ESTIMATE NO. 13 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 29.0000 1,128,100.00 2,873.100 83,319.90 22,099.270 640,878.83 24 TRAFFIC PLASTIC DRUM (LEFT IN PLACE) EA 80.0000 12,800.00 0.000 0.00 S) 25 TRAFFIC PLASTIC DRUM EA 40.0000 24,400.00 43.000 1,720.00 210.000 8,400.00 S) 26 TEMPORARY CRASH CUSHION MODULE EA 200.0000 64,000.00 14.000 2,800.00 267.000 53,400.00 S) 27 CRASH CUSHION MODULE (LEFT IN PLACE) EA 500.0000 14,000.00 0.000 0.00 S) 28 TEMPORARY CRASH CUSHION (ABSORB 350) EA 1,000.0000 1,000.00 5.000 5,000.00 S) 29 ABANDON CULVERT EA 1,300.0000 59,800.00 21.000 27,300.00 30 ABANDON INLET EA 1,110.0000 41,070.00 20.000 22,200.00 31 ABANDON IRRIGATION CROSSOVER EA 1,160.0000 26,680.00 11.000 12,760.00 32 REMOVE CHAIN LINK FENCE M 25.0000 21,000.00 821.000 20,525.00 836.000 20,900.00 33 REMOVE METAL BEAM GUARD RAILING M 30.0000 27,300.00 45.800 1,374.00 561.000 16,830.00 S) 34 REMOVE DOUBLE THRIE BEAM BARRIER M 80.0000 85,600.00 1,054.000 84,320.00 S) 35 REMOVE TRAFFIC STRIPE M 1.3500 108,000.00 7,935.000 10,712.25 52,126.260 70,370.45 S) 36 REMOVE PAVEMENT MARKING M2 20.0000 280.00 26.730 534.60 135.853 2,717.06 S) 37 REMOVE ROADSIDE SIGN EA 125.0000 3,250.00 18.000 2,250.00 S) 38 REMOVE SIGN STRUCTURE EA 5,000.0000 80,000.00 9.000 45,000.00 39 REMOVE ASPHALT CONCRETE DIKE M 1.5000 14,010.00 94.500 141.75 8,231.210 12,346.82 40 REMOVE SLOPE PAVING LS 1.0000 1.00 0.000 0.00 41 REMOVE DELINEATOR EA 50.0000 3,500.00 10.000 500.00 14.000 700.00 42 RESET ROADSIDE SIGN EA 300.0000 4,500.00 0.000 0.00 43 RELOCATE HOV POP-UP CONTROL SYSTEM LS 25,000.0000 25,000.00 0.500 12,500.00 1.000 25,000.00 S) 44 RELOCATE ROADSIDE SIGN EA 300.0000 8,700.00 0.000 0.00 45 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0.00 46 ADJUST FRAME AND COVER TO GRADE EA 600.0000 2,400.00 0.000 0.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 14,070.00 0.000 0.00 S) 48 SALVAGE HOV TOLL BOOTH LS 3,700.0000 3,700.00 0.000 0.00 49 REMOVE CONCRETE CURB AND SIDEWALK M 33.0000 13,530.00 10.500 346.50 222.500 7,342.50 PROGRAM CAS145 PAGE 3 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 06:35 AM ESTIMATE NO. 13 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER M 26.0000 223,600.00 1,440.000 37,440.00 1,579.500 41,067.00 51 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 1,200.00 0.000 0.00 52 ACCESS OPENING, SOFFIT EA 2,700.0000 2,700.00 0.000 0.00 53 CAP INLET EA 2,100.0000 33,600.00 5.000 10,500.00 54 CAP RISER EA 1,600.0000 24,000.00 8.000 12,800.00 55 REMOVE CRASH CUSHION (TYPE GREAT) EA 2,000.0000 12,000.00 0.000 0.00 56 REMOVE CRASH CUSHION EA 135.0000 1,890.00 0.000 0.00 (SAND FILLED, MODULE) 57 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 0.000 0.00 58 BRIDGE REMOVAL (PORTION), LOCATION B LS 9,000.0000 9,000.00 0.000 0.00 59 BRIDGE REMOVAL (PORTION), LOCATION C LS 10,000.0000 10,000.00 1.000 10,000.00 60 BRIDGE REMOVAL (PORTION), LOCATION D LS 8,000.0000 8,000.00 1.000 8,000.00 61 BRIDGE REMOVAL (PORTION), LOCATION E LS 8,500.0000 8,500.00 1.000 8,500.00 62 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.100 20,000.00 0.800 160,000.00 63 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 0.023 920.00 0.479 19,160.00 64 ROADWAY EXCAVATION M3 17.0000 2,601,000.00 4,378.000 74,426.00 91,413.530 1,554,030.01 65 STRUCTURE EXCAVATION (BRIDGE) M3 63.0000 69,300.00 0.000 0.00 F) 66 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 373,350.00 1,960.000 98,000.00 6,566.000 328,300.00 F) 67 STRUCTURE EXCAVATION (TIEBACK WALL) M3 290.0000 250,850.00 911.650 264,378.50 F) 68 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 350.0000 54,250.00 155.000 54,250.00 F) 69 STRUCTURE BACKFILL (BRIDGE) M3 99.0000 26,730.00 0.000 0.00 F) 70 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 372,570.00 550.000 16,500.00 F) 71 STRUCTURE BACKFILL (TIEBACK WALL) M3 650.0000 28,600.00 11.000 7,150.00 15.000 9,750.00 F) 72 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 340.0000 5,100.00 5.000 1,700.00 F) 73 PERVIOUS BACKFILL MATERIAL (RETAINING M3 85.0000 88,825.00 19.200 1,632.00 F) WALL) 74 SAND BACKFILL M3 130.0000 157,300.00 823.770 107,090.10 75 SOIL NAIL ASSEMBLY M 100.0000 74,500.00 880.000 88,000.00 S) 76 EROSION CONTROL (BIOFILTRATION) M2 12.5000 13,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 06:35 AM ESTIMATE NO. 13 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EROSION CONTROL (TYPE D) M2 0.8000 88,000.00 30,112.000 24,089.60 S) 78 EROSION CONTROL (HYDRAULIC MATRIX) M2 2.2500 16,470.00 8,017.000 18,038.25 S) 79 FIBER ROLLS M 7.5000 3,825.00 7,617.000 57,127.50 80 COMPOST, INCORPORATE M2 2.0000 14,640.00 0.000 0.00 S) 81 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 2,000.00 1.000 400.00 S) 82 TRUCK WATERING LS 18,000.0000 18,000.00 0.000 0.00 83 IRRIGATION SYSTEM LS 70,000.0000 70,000.00 0.003 210.00 0.973 68,110.00 S) 84 250 MM CORRUGATED HIGH DENSITY M 335.0000 23,450.00 23.800 7,973.00 38.500 12,897.50 POLYETHYLENE PIPE CONDUIT 85 EXTEND 250 MM CONDUIT M 950.0000 22,800.00 18.400 17,480.00 86 EXTEND 500 MM CONDUIT M 1,300.0000 7,800.00 6.000 7,800.00 87 FINISHING ROADWAY LS 50,000.0000 50,000.00 0.000 0.00 88 CLASS 2 AGGREGATE BASE M3 37.0000 2,046,100.00 6,678.000 247,086.00 40,795.236 1,509,423.73 89 ASPHALT TREATED PERMEABLE BASE M3 139.0000 681,100.00 0.000 0.00 90 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,200.0000 21,600.00 -1.825 -2,190.00 6.175 7,410.00 91 ASPHALT CONCRETE (TYPE A) TONN 83.0000 2,523,200.00 -190.780 -15,834.74 10,031.656 832,627.45 92 ASPHALT CONCRETE BASE (TYPE A) TONN 79.0000 2,741,300.00 848.910 67,063.89 15,566.350 1,229,741.65 93 PLACE ASPHALT CONCRETE DIKE M 4.0000 34,000.00 6,269.100 25,076.40 94 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.0000 16,800.00 99.620 1,195.44 659.620 7,915.44 AREA) 95 ASPHALTIC EMULSION (PAINT BINDER) TONN 2,500.0000 1,250.00 0.000 0.00 96 CONCRETE PAVEMENT M3 245.0000 6,835,500.00 4,367.229 1,069,971.11 11,320.944 2,773,631.28 97 SEAL PAVEMENT JOINT M 4.2500 166,175.00 1,750.200 7,438.35 10,374.540 44,091.80 98 SEAL LONGITUDINAL ISOLATION JOINT M 21.2000 334,960.00 7,927.000 168,052.40 99 REPAIR SPALLED JOINTS M2 1,000.0000 10,000.00 0.000 0.00 00 GRIND EXISTING CONCRETE M2 5.0000 86,000.00 17,285.000 86,425.00 S) PAVEMENT 01 1524 MM CAST-IN-DRILLED HOLE CONCRETE M 2,800.0000 560,000.00 0.000 0.00 S) PILE 02 PRESTRESSING CAST-IN-PLACE CONCRETE LS 125,000.0000 125,000.00 0.000 0.00 S) 03 TIEBACK ANCHOR EA 2,000.0000 406,000.00 203.000 406,000.00 S) PROGRAM CAS145 PAGE 5 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 06:35 AM ESTIMATE NO. 13 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INCLINOMETER LS 20,000.0000 20,000.00 1.000 20,000.00 S) 05 STRUCTURAL CONCRETE, CIP WALL FACE M3 880.0000 290,400.00 298.800 262,944.00 F) 06 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 97,500.00 0.000 0.00 F) 07 STRUCTURAL CONCRETE, BRIDGE M3 598.0000 580,060.00 0.000 0.00 F) 08 STRUCTURAL CONCRETE, RETAINING WALL M3 430.0000 1,891,570.00 346.000 148,780.00 1,694.310 728,553.30 F) 09 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,500.0000 43,500.00 40.890 61,335.00 10 CLASS 4 CONCRETE (BACKFILL) M3 168.0000 63,840.00 114.070 19,163.76 11 CLASS 1 CONCRETE (BOX CULVERT) M3 1,530.0000 18,360.00 0.000 0.00 F) 12 MINOR CONCRETE (MINOR STRUCTURE) M3 1,868.0000 544,148.40 18.566 34,681.29 163.390 305,212.52 F) 13 ARCHITECTURAL SURFACE (BARRIER) M2 40.0000 24,000.00 28.200 1,128.00 14 SWIRLED PLASTER TEXTURE M2 20.0000 105,600.00 734.000 14,680.00 2,187.600 43,752.00 F) 15 DRILL AND BOND DOWEL M 100.0000 9,200.00 0.000 0.00 16 CORE CONCRETE (0 - 50 MM) M 750.0000 27,750.00 0.000 0.00 S) 17 BAR REINFORCING STEEL (CIP WALL FACE) KG 3.0000 172,200.00 57,400.000 172,200.00 SF) 18 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 205,600.00 0.000 0.00 SF) 19 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 738,205.00 25,837.000 64,592.50 124,656.000 311,640.00 SF) 20 BAR REINFORCING STEEL (BOX CULVERT) KG 2.3000 5,290.00 0.000 0.00 SF) 21 SHOTCRETE M3 700.0000 258,300.00 415.650 290,955.00 F) 22 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 2,004,840.00 0.000 0.00 F) 23 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 200,484.00 0.000 0.00 SF) 24 FURNISH LAMINATED PANEL SIGN M2 160.0000 84,800.00 0.000 0.00 (25.4 MM-TYPE A) 25 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 2,790.00 0.000 0.00 (1.6 MM-UNFRAMED) 26 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,200.00 0.000 0.00 (2.0 MM-UNFRAMED) 27 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 2,420.00 0.000 0.00 (1.6 MM-FRAMED) 28 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 770.00 0.000 0.00 (2.0 MM-FRAMED) 29 METAL (RAIL MOUNTED SIGN) KG 10.0000 2,400.00 0.000 0.00 30 ROADSIDE SIGN-ONE POST EA 500.0000 1,500.00 0.000 0.00 (WEED CONTROL MAT RUBBER) PROGRAM CAS145 PAGE 6 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 06:35 AM ESTIMATE NO. 13 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ROADSIDE SIGN - ONE POST EA 35.0000 840.00 0.000 0.00 32 ROADSIDE SIGN - TWO POST EA 1,200.0000 3,600.00 0.000 0.00 33 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 500.00 0.000 0.00 METHOD) 34 INSTALL SIGN OVERLAY M2 750.0000 3,975.00 0.000 0.00 35 INSTALL ROADSIDE SIGN PANEL ON EA 300.0000 2,700.00 0.000 0.00 EXISTING POST 36 INSTALL SIGN PANEL ON EXISTING SIGN M2 200.0000 42,000.00 0.000 0.00 STRUCTURE 37 450 MM ALTERNATIVE PIPE CULVERT M 134.0000 290,780.00 186.800 25,031.20 1,034.270 138,592.18 38 600 MM ALTERNATIVE PIPE CULVERT M 189.0000 487,620.00 12.100 2,286.90 2,079.700 393,063.30 39 750 MM ALTERNATIVE PIPE CULVERT M 249.0000 303,780.00 574.140 142,960.86 40 900 MM ALTERNATIVE PIPE CULVERT M 315.0000 66,150.00 161.100 50,746.50 41 1050 MM ALTERNATIVE PIPE CULVERT M 630.0000 94,500.00 143.400 90,342.00 42 450 MM REINFORCED CONCRETE PIPE M 226.0000 33,900.00 88.000 19,888.00 43 600 MM REINFORCED CONCRETE PIPE M 580.0000 53,360.00 0.000 0.00 44 1200 MM REINFORCED CONCRETE PIPE M 650.0000 253,500.00 4.800 3,120.00 402.100 261,365.00 45 750 MM BITUMINOUS COATED PAVED INVERT M 600.0000 3,600.00 6.000 3,600.00 CORRUGATED STEEL PIPE (2.01 MM THICK) 46 1440 MM X 970 MM BITUMINOUS COATED PAVED M 540.0000 13,500.00 24.400 13,176.00 INVERT CORRUGATED STEEL PIPE ARCH (2.01 MM THICK) 47 80 MM PLASTIC PIPE (EDGE DRAIN) M 35.0000 115,850.00 0.000 0.00 48 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 142.0000 12,070.00 0.000 0.00 49 DRAINAGE INLET MARKER EA 600.0000 1,800.00 0.000 0.00 50 GRATED LINE DRAIN M 300.0000 123,000.00 97.600 29,280.00 51 GRATED LINE DRAIN (WITH EXTENSIONS) M 355.0000 237,850.00 0.000 0.00 52 900 MM BITUMINOUS COATED CORRUGATED M 1,700.0000 1,360.00 0.000 0.00 STEEL PIPE RISER (2.01 MM THICK) 53 600 MM ALTERNATIVE FLARED END SECTION EA 640.0000 640.00 1.000 640.00 54 900 MM PRECAST CONCRETE PIPE RISER M 1,800.0000 43,200.00 13.300 23,940.00 55 300 MM ALTERNATIVE PIPE RISER M 1,400.0000 7,000.00 3.090 4,326.00 56 450 MM ALTERNATIVE PIPE RISER M 1,100.0000 12,100.00 2.600 2,860.00 PROGRAM CAS145 PAGE 7 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 06:35 AM ESTIMATE NO. 13 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 ROCK SLOPE PROTECTION M3 300.0000 1,800.00 1.500 450.00 (BACKING NO. 2, METHOD B) 58 MINOR CONCRETE (DITCH LINING) M3 840.0000 13,440.00 5.250 4,410.00 15.310 12,860.40 59 ROCK SLOPE PROTECTION FABRIC M2 11.0000 231.00 5.800 63.80 60 MINOR CONCRETE (GUTTER) M 85.0000 21,675.00 64.000 5,440.00 110.000 9,350.00 F) 61 MINOR CONCRETE (TEXTURED PAVING) M2 81.0000 251,100.00 1,071.800 86,815.80 62 MINOR CONCRETE (CURB, SIDEWALK AND M3 600.0000 84,000.00 70.620 42,372.00 CURB RAMP) 63 MISCELLANEOUS IRON AND STEEL KG 3.3000 102,498.00 648.000 2,138.40 14,453.000 47,694.90 SF) 64 BRIDGE DECK DRAINAGE SYSTEM KG 18.0000 5,040.00 0.000 0.00 SF) 65 MISCELLANEOUS METAL (BOX CULVERT) KG 22.0000 5,280.00 0.000 0.00 SF) 66 CHAIN LINK FENCE (TYPE CL-1.8) M 75.0000 54,750.00 0.000 0.00 S) 67 DELINEATOR (CLASS 1) EA 50.0000 10,000.00 22.000 1,100.00 44.000 2,200.00 68 MILEPOST MARKER EA 100.0000 500.00 0.000 0.00 69 GUARD RAILING DELINEATOR EA 20.0000 1,140.00 0.000 0.00 70 METAL BEAM GUARD RAILING M 120.0000 29,400.00 0.000 0.00 S) 71 CONCRETE BARRIER (TYPE K) M 80.0000 145,600.00 0.000 0.00 72 DOUBLE THRIE BEAM BARRIER M 200.0000 24,000.00 0.000 0.00 S) 73 CABLE RAILING M 50.0000 9,950.00 38.000 1,900.00 38.000 1,900.00 SF) 74 TRANSITION RAILING (TYPE WB) EA 3,500.0000 17,500.00 3.000 10,500.00 S) 75 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 875.0000 11,375.00 0.000 0.00 S) 76 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 45,000.00 3.000 7,500.00 S) 77 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 200,000.00 0.000 0.00 S) 78 CONCRETE BARRIER (TYPE 60GE MODIFIED) M 560.0000 72,240.00 0.000 0.00 F) 79 CONCRETE BARRIER (TYPE 60D MODIFIED) M 1,000.0000 5,000.00 0.000 0.00 F) 80 CONCRETE BARRIER (TYPE 60) M 1,200.0000 3,600.00 0.000 0.00 F) 81 CONCRETE BARRIER (TYPE 60D) M 220.0000 54,780.00 84.200 18,524.00 129.200 28,424.00 F) 82 CONCRETE BARRIER (TYPE 60G) M 350.0000 105,000.00 84.000 29,400.00 83 CONCRETE BARRIER (TYPE 60GC) M 590.0000 23,600.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 06:35 AM ESTIMATE NO. 13 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 CONCRETE BARRIER (TYPE 60GE) M 1,200.0000 480,000.00 0.000 0.00 85 CONCRETE BARRIER (TYPE 60S) M 180.0000 225,000.00 22.000 3,960.00 86 CONCRETE BARRIER (TYPE 60SC) M 200.0000 1,128,000.00 44.260 8,852.00 87 CONCRETE BARRIER (TYPE GC MODIFIED) M 970.0000 41,710.00 0.000 0.00 88 CONCRETE BARRIER (TYPE 736A MODIFIED) M 245.0000 286,650.00 60.000 14,700.00 89 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 900.0000 83,700.00 0.000 0.00 90 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 6,800.00 97.340 3,893.60 97.340 3,893.60 S) 91 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 360.00 0.000 0.00 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,920.00 219.000 438.00 219.000 438.00 S) 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,380.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 35.75 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 247.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 96 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,740.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 97 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 45.00 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 98 PAINT TRAFFIC STRIPE (2-COAT) M 0.4500 114,300.00 13,614.000 6,126.30 131,970.440 59,386.70 S) 99 PAINT PAVEMENT MARKING M2 30.0000 2,820.00 117.150 3,514.50 S) 00 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 37,800.00 1,138.000 1,138.00 18,421.000 18,421.00 S) 01 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 30,000.00 949.000 1,898.00 8,085.000 16,170.00 S) 02 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 03 SIGNAL AND LIGHTING (LOCATION 1) LS 149,000.0000 149,000.00 0.585 87,165.00 S) 04 SIGNAL AND LIGHTING (LOCATION 2) LS 189,000.0000 189,000.00 0.746 140,994.00 S) 05 LIGHTING (TEMPORARY) LS 370,000.0000 370,000.00 0.088 32,560.00 0.880 325,600.00 S) 06 LIGHTING AND SIGN ILLUMINATION LS 715,000.0000 715,000.00 0.051 36,465.00 0.728 520,520.00 S) 07 CHANGEABLE MESSAGE SIGN SYSTEM LS 169,000.0000 169,000.00 0.051 8,619.00 0.424 71,656.00 S) 08 TEMPORARY COMMUNICATION SYSTEM LS 15,000.0000 15,000.00 1.000 15,000.00 1.000 15,000.00 S) 09 TRAFFIC MONITORING STATION (LOCATION 1) LS 56,000.0000 56,000.00 0.244 13,664.00 0.345 19,320.00 S) 10 TRAFFIC MONITORING STATION (LOCATION 2) LS 45,000.0000 45,000.00 0.495 22,275.00 S) PROGRAM CAS145 PAGE 9 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 06:35 AM ESTIMATE NO. 13 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 TRAFFIC MONITORING STATION (LOCATION 3) LS 34,500.0000 34,500.00 0.381 13,144.50 S) 12 TRAFFIC MONITORING STATION (LOCATION 4) LS 53,400.0000 53,400.00 0.492 26,272.80 S) 13 TRAFFIC MONITORING STATION (LOCATION 5) LS 60,700.0000 60,700.00 0.716 43,461.20 S) 14 TEMPORARY TRAFFIC MONITORING STATION LS 340,000.0000 340,000.00 0.290 98,600.00 0.957 325,380.00 S) 15 TEMPORARY RAMP METERING SYSTEM LS 99,000.0000 99,000.00 0.460 45,540.00 0.925 91,575.00 S) (LOCATION 1) 16 TEMPORARY RAMP METERING SYSTEM LS 100,000.0000 100,000.00 0.128 12,800.00 0.672 67,200.00 S) (LOCATION 2) 17 TEMPORARY RAMP METERING SYSTEM LS 35,400.0000 35,400.00 0.436 15,434.40 0.436 15,434.40 S) (LOCATION 3) 18 TEMPORARY RAMP METERING SYSTEM LS 64,000.0000 64,000.00 0.824 52,736.00 1.000 64,000.00 S) (LOCATION 4) 19 TEMPORARY RAMP METERING SYSTEM LS 33,000.0000 33,000.00 0.545 17,985.00 0.888 29,304.00 S) (LOCATION 5) 20 HOV REVERSIBLE LANE SYSTEM LS 165,000.0000 165,000.00 0.348 57,420.00 0.715 117,975.00 S) 21 REMOVE AND MAINTAIN TOLL BOOTH SERVICES LS 40,800.0000 40,800.00 0.150 6,120.00 0.150 6,120.00 S) 22 RAMP METERING SYSTEM (LOCATION 1) LS 48,000.0000 48,000.00 0.205 9,840.00 0.993 47,664.00 S) 23 RAMP METERING SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.229 22,900.00 S) 24 RAMP METERING SYSTEM (LOCATION 3) LS 36,000.0000 36,000.00 0.000 0.00 S) 25 RAMP METERING SYSTEM (LOCATION 4) LS 62,000.0000 62,000.00 0.729 45,198.00 S) 26 RAMP METERING SYSTEM (LOCATION 5) LS 62,400.0000 62,400.00 0.000 0.00 S) 27 FIBER OPTIC COMMUNICATION SYSTEM LS 700,000.0000 700,000.00 0.065 45,500.00 0.435 304,500.00 S) PROGRAM CAS145 PAGE 10 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 06:35 AM ESTIMATE NO. 13 BID OPENING 05/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/09 R.E. NAME: SILVA, GUS DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,715,005.14 18,953,566.22 ADJUSTMENT OF COMPENSATION 0.00 184,126.24 EXTRA WORK 198,010.34 1,691,974.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,913,015.48 20,829,666.59 28 MOBILIZATION LS 3930,000.0000 3,930,000.00 0.950 3,733,500.00 ORIGINAL CONTRACT AMOUNT 48,380,250.15 TOTAL WORK COMPLETED 2,913,015.48 24,563,166.59 MATERIALS ON HAND ON SITE 1,320,111.70 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -31,360.00 TOTAL 2,903,015.48 25,851,918.29 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE (S) SYSTEM ELEMENTS DURING CONN 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 06/11/08 600 06/30/08 06/30/08 01/04/11 239 25 0 0 47% 40% PROGRESS IS SATISFACTORY SILVA, GUS RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 07/22/09