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 02/25/11 EST. NO.34 TIME 09:58 AM R.E. NAME: MERCADO VICTOR 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 0447 3,889.89 E.W. @ F.A.(+) 080510 N 1436.0 0450 180.91 011111 N 1445.0 0451 287.75 121510 N 1450.0 0452 508.75 071309 N 1460.0 0454 2,589.12 071609 N 1461.0 0456 4,193.60 072309 N 1462.0 0457 4,148.40 072709 N 1463.0 0458 4,247.70 072809 N 1464.0 0459 3,585.59 072909 N 1465.0 0461 1,808.49 081609 N 1466.0 0464 831.59 081010 N 1438Z0 008 0078 547.73 E.W. @ F.A.(+) 033109 N 0914.0 0099 708.91 102610 N 1433.0 050 0018 1,297.28 E.W. @ F.A.(+) 081810 N 1429.0 0019 2,049.66 082010 N 1430.0 053 0021 1,989.39 E.W. @ F.A.(+) 010611 N 1451.0 0026 1,282.19 012611 N 1456.0 34,146.95 TOTAL THIS ESTIMATE 4,971,218.03 TOTAL PREVIOUS ESTIMATE 5,005,364.98 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 02/25/11 EST. NO.34 TIME 09:58 AM R.E. NAME: MERCADO VICTOR 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 LATE LANE REOPENING -141,000.00 22 0.00 -142,360.00 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 O/S PRS JULY 09 -10,000.00 14 PRS RECD JUNE 10,000.00 14 O/S PRS AUG -10,000.00 15 PRS RECD JULY 10,000.00 15 O/S PRS SEPT -10,000.00 16 PRTL PRS AUG 8,000.00 16 O/S PRS OCT -6,000.00 18 PRS RECD MARCH 10,000.00 18 PRS RECD AUG 2,000.00 18 PRTL PRS RECD SEPT 6,000.00 18 O/S PRS NOV -3,000.00 19 PRS RECD SEPT 4,000.00 19 PRS RECD OCT 6,000.00 19 PRS RECD NOV 3,000.00 20 O/S PRS FEB 10 -1,000.00 22 O/S PRS MARCH -1,000.00 23 PRS RECD FEB 1,000.00 23 O/S PRS APRIL -1,000.00 24 PRS RECD MARCH 1,000.00 24 O/S PRS MAY -5,000.00 25 PRS RECD APRIL 1,000.00 26 PRS RECD MAY 5,000.00 26 O/S PRS JULY -1,000.00 27 PRS RECD JULY 1,000.00 28 O/S PRS SEPT -1,000.00 29 O/S PRS OCT -2,000.00 30 PRS RECD SEPT 1,000.00 31 PRS RECD OCT 2,000.00 31 SUBCONTRACTING VIOL -10,362.83 34 -10,362.83 -20,362.83 TOTAL DEDUCTIONS -10,362.83 -162,722.83 PROGRAM CAS145 PAGE 1 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 09:58 AM ESTIMATE NO. 34 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 02/20/11 R.E. NAME: MERCADO VICTOR DATE OF THIS ESTIMATE 02/25/11 LOCATION PROGRESS ESTIMATE 11-SD-15-R10.5/M15.0 ----------------- FCI CONSTRUCTORS INC IN SAN DIEGO COUNTY IN SAN DIEGO 10050 BLACK MOUNTAIN RD 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 0.750 9,375.00 02 TIME-RELATED OVERHEAD WDAY 4,100.0000 2,460,000.00 19.000 77,900.00 589.000 2,414,900.00 03 TEMPORARY CHAIN LINK GATE EA 500.0000 500.00 1.000 500.00 S) 04 TEMPORARY FENCE (TYPE ESA) M 13.0000 76,700.00 4,961.000 64,493.00 05 CONSTRUCTION SITE MANAGEMENT LS 90,000.0000 90,000.00 0.032 2,880.00 0.980 88,200.00 06 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.013 6.50 0.892 446.00 S) PREVENTION PLAN 07 TEMPORARY HYDRAULIC MULCH M2 0.3500 16,135.00 30,556.000 10,694.60 S) 08 TEMPORARY FIBER ROLL M 11.0000 308,000.00 28,085.800 308,943.80 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,200.0000 37,200.00 56.000 67,200.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,700.0000 148,500.00 1.000 2,700.00 32.000 86,400.00 11 TEMPORARY CHECK DAM M 37.0000 4,440.00 10.000 370.00 219.300 8,114.10 12 MOVE-IN/MOVE-OUT EA 300.0000 1,500.00 4.000 1,200.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 30,000.00 203.000 40,600.00 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 0.032 2,400.00 0.980 73,500.00 16 CONSTRUCTION AREA SIGNS LS 48,000.0000 48,000.00 0.018 864.00 0.840 40,320.00 S) 17 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.034 10,200.00 0.982 294,600.00 S) 18 TYPE III BARRICADE EA 75.0000 1,500.00 27.000 2,025.00 S) 19 TYPE III BARRICADE (LEFT IN PLACE) EA 100.0000 800.00 16.000 1,600.00 21.000 2,100.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 5.0000 3,350.00 0.000 0.00 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 14.725 323,950.00 S) PROGRAM CAS145 PAGE 2 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 09:58 AM ESTIMATE NO. 34 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 02/20/11 R.E. NAME: MERCADO VICTOR DATE OF THIS ESTIMATE 02/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,302.040 37,759.16 40,699.804 1,180,294.32 24 TRAFFIC PLASTIC DRUM (LEFT IN PLACE) EA 80.0000 12,800.00 95.000 7,600.00 S) 25 TRAFFIC PLASTIC DRUM EA 40.0000 24,400.00 50.000 2,000.00 452.000 18,080.00 S) 26 TEMPORARY CRASH CUSHION MODULE EA 200.0000 64,000.00 348.000 69,600.00 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 11.000 11,000.00 S) 29 ABANDON CULVERT EA 1,300.0000 59,800.00 48.000 62,400.00 30 ABANDON INLET EA 1,110.0000 41,070.00 1.000 1,110.00 39.000 43,290.00 31 ABANDON IRRIGATION CROSSOVER EA 1,160.0000 26,680.00 13.000 15,080.00 32 REMOVE CHAIN LINK FENCE M 25.0000 21,000.00 836.000 20,900.00 33 REMOVE METAL BEAM GUARD RAILING M 30.0000 27,300.00 813.000 24,390.00 S) 34 REMOVE DOUBLE THRIE BEAM BARRIER M 80.0000 85,600.00 1,070.500 85,640.00 S) 35 REMOVE TRAFFIC STRIPE M 1.3500 108,000.00 4,614.000 6,228.90 116,568.000 157,366.80 S) 36 REMOVE PAVEMENT MARKING M2 20.0000 280.00 235.213 4,704.26 S) 37 REMOVE ROADSIDE SIGN EA 125.0000 3,250.00 22.000 2,750.00 S) 38 REMOVE SIGN STRUCTURE EA 5,000.0000 80,000.00 19.500 97,500.00 39 REMOVE ASPHALT CONCRETE DIKE M 1.5000 14,010.00 9,011.210 13,516.82 40 REMOVE SLOPE PAVING LS 1.0000 1.00 0.000 0.00 41 REMOVE DELINEATOR EA 50.0000 3,500.00 27.000 1,350.00 42 RESET ROADSIDE SIGN EA 300.0000 4,500.00 11.000 3,300.00 43 RELOCATE HOV POP-UP CONTROL SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 S) 44 RELOCATE ROADSIDE SIGN EA 300.0000 8,700.00 13.000 3,900.00 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 4.000 2,400.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 14,070.00 2,920.500 20,443.50 S) 48 SALVAGE HOV TOLL BOOTH LS 3,700.0000 3,700.00 1.000 3,700.00 49 REMOVE CONCRETE CURB AND SIDEWALK M 33.0000 13,530.00 308.700 10,187.10 PROGRAM CAS145 PAGE 3 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 09:58 AM ESTIMATE NO. 34 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 02/20/11 R.E. NAME: MERCADO VICTOR DATE OF THIS ESTIMATE 02/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,904.500 257,517.00 51 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 1,200.00 694.600 17,365.00 52 ACCESS OPENING, SOFFIT EA 2,700.0000 2,700.00 1.000 2,700.00 53 CAP INLET EA 2,100.0000 33,600.00 21.000 44,100.00 54 CAP RISER EA 1,600.0000 24,000.00 16.000 25,600.00 55 REMOVE CRASH CUSHION (TYPE GREAT) EA 2,000.0000 12,000.00 6.000 12,000.00 56 REMOVE CRASH CUSHION EA 135.0000 1,890.00 14.000 1,890.00 (SAND FILLED, MODULE) 57 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000.00 58 BRIDGE REMOVAL (PORTION), LOCATION B LS 9,000.0000 9,000.00 1.000 9,000.00 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 1.000 200,000.00 63 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 0.023 920.00 0.887 35,480.00 64 ROADWAY EXCAVATION M3 17.0000 2,601,000.00 572.900 9,739.30 157,105.800 2,670,798.60 65 STRUCTURE EXCAVATION (BRIDGE) M3 63.0000 69,300.00 1,100.000 69,300.00 F) 66 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 373,350.00 7,467.000 373,350.00 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 26,730.00 270.000 26,730.00 F) 70 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 372,570.00 15.000 450.00 12,419.000 372,570.00 F) 71 STRUCTURE BACKFILL (TIEBACK WALL) M3 650.0000 28,600.00 30.000 19,500.00 F) 72 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 340.0000 5,100.00 10.000 3,400.00 15.000 5,100.00 F) 73 PERVIOUS BACKFILL MATERIAL (RETAINING M3 85.0000 88,825.00 1,045.000 88,825.00 F) WALL) 74 SAND BACKFILL M3 130.0000 157,300.00 1,230.190 159,924.70 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 1,206.700 15,083.75 1,206.700 15,083.75 S) PROGRAM CAS145 PAGE 4 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 09:58 AM ESTIMATE NO. 34 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 02/20/11 R.E. NAME: MERCADO VICTOR DATE OF THIS ESTIMATE 02/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 86,297.000 69,037.60 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 1,635.400 12,265.50 5,529.900 41,474.25 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 4.000 1,600.00 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 1.000 70,000.00 S) 84 250 MM CORRUGATED HIGH DENSITY M 335.0000 23,450.00 70.260 23,537.10 POLYETHYLENE PIPE CONDUIT 85 EXTEND 250 MM CONDUIT M 950.0000 22,800.00 21.900 20,805.00 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 0.250 12,500.00 0.750 37,500.00 88 CLASS 2 AGGREGATE BASE M3 37.0000 2,046,100.00 1,546.300 57,213.10 79,692.136 2,948,609.03 89 ASPHALT TREATED PERMEABLE BASE M3 139.0000 681,100.00 6,358.240 883,795.36 90 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,200.0000 21,600.00 7.205 8,646.00 91 ASPHALT CONCRETE (TYPE A) TONN 83.0000 2,523,200.00 31,169.676 2,587,083.11 92 ASPHALT CONCRETE BASE (TYPE A) TONN 79.0000 2,741,300.00 686.250 54,213.75 33,247.690 2,626,567.51 93 PLACE ASPHALT CONCRETE DIKE M 4.0000 34,000.00 10,010.330 40,041.32 94 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.0000 16,800.00 1,146.180 13,754.16 AREA) 95 ASPHALTIC EMULSION (PAINT BINDER) TONN 2,500.0000 1,250.00 0.540 1,350.00 96 CONCRETE PAVEMENT M3 245.0000 6,835,500.00 26,855.851 6,579,683.50 97 SEAL PAVEMENT JOINT M 4.2500 166,175.00 2,470.000 10,497.50 34,451.730 146,419.85 98 SEAL LONGITUDINAL ISOLATION JOINT M 21.2000 334,960.00 -1,043.000 -22,111.60 15,745.000 333,794.00 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 560,000.00 187.700 525,560.00 S) PILE 02 PRESTRESSING CAST-IN-PLACE CONCRETE LS 125,000.0000 125,000.00 1.000 125,000.00 S) 03 TIEBACK ANCHOR EA 2,000.0000 406,000.00 203.000 406,000.00 S) PROGRAM CAS145 PAGE 5 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 09:58 AM ESTIMATE NO. 34 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 02/20/11 R.E. NAME: MERCADO VICTOR DATE OF THIS ESTIMATE 02/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 290,400.00 330.000 290,400.00 F) 06 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 97,500.00 325.000 97,500.00 F) 07 STRUCTURAL CONCRETE, BRIDGE M3 598.0000 580,060.00 970.000 580,060.00 F) 08 STRUCTURAL CONCRETE, RETAINING WALL M3 430.0000 1,891,570.00 0.200 86.00 4,483.000 1,927,690.00 F) 09 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,500.0000 43,500.00 46.680 70,020.00 10 CLASS 4 CONCRETE (BACKFILL) M3 168.0000 63,840.00 422.300 70,946.40 11 CLASS 1 CONCRETE (BOX CULVERT) M3 1,530.0000 18,360.00 12.000 18,360.00 F) 12 MINOR CONCRETE (MINOR STRUCTURE) M3 1,868.0000 544,148.40 302.864 565,749.95 F) 13 ARCHITECTURAL SURFACE (BARRIER) M2 40.0000 24,000.00 39.000 1,560.00 588.600 23,544.00 14 SWIRLED PLASTER TEXTURE M2 20.0000 105,600.00 5,280.000 105,600.00 F) 15 DRILL AND BOND DOWEL M 100.0000 9,200.00 92.000 9,200.00 16 CORE CONCRETE (0 - 50 MM) M 750.0000 27,750.00 37.000 27,750.00 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 205,600.00 104,300.000 208,600.00 SF) 19 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 738,205.00 303,899.000 759,747.50 SF) 20 BAR REINFORCING STEEL (BOX CULVERT) KG 2.3000 5,290.00 2,300.000 5,290.00 SF) 21 SHOTCRETE M3 700.0000 258,300.00 415.650 290,955.00 F) 22 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 2,004,840.00 202,812.000 2,028,120.00 F) 23 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 200,484.00 198,777.400 198,777.40 SF) 24 FURNISH LAMINATED PANEL SIGN M2 160.0000 84,800.00 664.490 106,318.40 (25.4 MM-TYPE A) 25 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 2,790.00 11.390 1,025.10 (1.6 MM-UNFRAMED) 26 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,200.00 36.760 3,676.00 (2.0 MM-UNFRAMED) 27 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 2,420.00 2.040 224.40 (1.6 MM-FRAMED) 28 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 770.00 10.640 1,170.40 (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 2.000 1,000.00 (WEED CONTROL MAT RUBBER) PROGRAM CAS145 PAGE 6 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 09:58 AM ESTIMATE NO. 34 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 02/20/11 R.E. NAME: MERCADO VICTOR DATE OF THIS ESTIMATE 02/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 37.000 1,295.00 32 ROADSIDE SIGN - TWO POST EA 1,200.0000 3,600.00 2.000 2,400.00 33 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 500.00 10.000 1,000.00 METHOD) 34 INSTALL SIGN OVERLAY M2 750.0000 3,975.00 1.800 1,350.00 35 INSTALL ROADSIDE SIGN PANEL ON EA 300.0000 2,700.00 5.000 1,500.00 EXISTING POST 36 INSTALL SIGN PANEL ON EXISTING SIGN M2 200.0000 42,000.00 78.740 15,748.00 STRUCTURE 37 450 MM ALTERNATIVE PIPE CULVERT M 134.0000 290,780.00 2,464.370 330,225.58 38 600 MM ALTERNATIVE PIPE CULVERT M 189.0000 487,620.00 2,546.500 481,288.50 39 750 MM ALTERNATIVE PIPE CULVERT M 249.0000 303,780.00 1,222.040 304,287.96 40 900 MM ALTERNATIVE PIPE CULVERT M 315.0000 66,150.00 190.100 59,881.50 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 33,900.00 145.000 32,770.00 43 600 MM REINFORCED CONCRETE PIPE M 580.0000 53,360.00 4.870 2,824.60 138.370 80,254.60 44 1200 MM REINFORCED CONCRETE PIPE M 650.0000 253,500.00 402.100 261,365.00 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 3,577.700 125,219.50 48 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 142.0000 12,070.00 67.900 9,641.80 49 DRAINAGE INLET MARKER EA 600.0000 1,800.00 3.000 1,800.00 50 GRATED LINE DRAIN M 300.0000 123,000.00 576.600 172,980.00 51 GRATED LINE DRAIN (WITH EXTENSIONS) M 355.0000 237,850.00 509.000 180,695.00 52 900 MM BITUMINOUS COATED CORRUGATED M 1,700.0000 1,360.00 0.800 1,360.00 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 20.200 36,360.00 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 8.600 9,460.00 PROGRAM CAS145 PAGE 7 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 09:58 AM ESTIMATE NO. 34 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 02/20/11 R.E. NAME: MERCADO VICTOR DATE OF THIS ESTIMATE 02/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.800 2,040.00 (BACKING NO. 2, METHOD B) 58 MINOR CONCRETE (DITCH LINING) M3 840.0000 13,440.00 16.070 13,498.80 59 ROCK SLOPE PROTECTION FABRIC M2 11.0000 231.00 26.400 290.40 60 MINOR CONCRETE (GUTTER) M 85.0000 21,675.00 145.000 12,325.00 255.000 21,675.00 F) 61 MINOR CONCRETE (TEXTURED PAVING) M2 81.0000 251,100.00 2,891.800 234,235.80 62 MINOR CONCRETE (CURB, SIDEWALK AND M3 600.0000 84,000.00 149.580 89,748.00 CURB RAMP) 63 MISCELLANEOUS IRON AND STEEL KG 3.3000 102,498.00 29,151.800 96,200.94 SF) 64 BRIDGE DECK DRAINAGE SYSTEM KG 18.0000 5,040.00 280.000 5,040.00 SF) 65 MISCELLANEOUS METAL (BOX CULVERT) KG 22.0000 5,280.00 240.000 5,280.00 SF) 66 CHAIN LINK FENCE (TYPE CL-1.8) M 75.0000 54,750.00 506.000 37,950.00 S) 67 DELINEATOR (CLASS 1) EA 50.0000 10,000.00 119.000 5,950.00 68 MILEPOST MARKER EA 100.0000 500.00 0.000 0.00 69 GUARD RAILING DELINEATOR EA 20.0000 1,140.00 39.000 780.00 70 METAL BEAM GUARD RAILING M 120.0000 29,400.00 277.400 33,288.00 S) 71 CONCRETE BARRIER (TYPE K) M 80.0000 145,600.00 2,244.000 179,520.00 72 DOUBLE THRIE BEAM BARRIER M 200.0000 24,000.00 118.110 23,622.00 S) 73 CABLE RAILING M 50.0000 9,950.00 182.000 9,100.00 SF) 74 TRANSITION RAILING (TYPE WB) EA 3,500.0000 17,500.00 -1.000 -3,500.00 4.000 14,000.00 S) 75 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 875.0000 11,375.00 12.000 10,500.00 S) 76 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 45,000.00 -1.000 -2,500.00 17.000 42,500.00 S) 77 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 200,000.00 4.000 200,000.00 S) 78 CONCRETE BARRIER (TYPE 60GE MODIFIED) M 560.0000 72,240.00 63.500 35,560.00 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 54,780.00 129.200 28,424.00 F) 82 CONCRETE BARRIER (TYPE 60G) M 350.0000 105,000.00 12.000 4,200.00 139.800 48,930.00 83 CONCRETE BARRIER (TYPE 60GC) M 590.0000 23,600.00 12.800 7,552.00 PROGRAM CAS145 PAGE 8 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 09:58 AM ESTIMATE NO. 34 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 02/20/11 R.E. NAME: MERCADO VICTOR DATE OF THIS ESTIMATE 02/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 24.000 28,800.00 242.000 290,400.00 85 CONCRETE BARRIER (TYPE 60S) M 180.0000 225,000.00 111.000 19,980.00 2,281.247 410,624.46 86 CONCRETE BARRIER (TYPE 60SC) M 200.0000 1,128,000.00 4,560.760 912,152.00 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 1,170.370 286,740.65 89 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 900.0000 83,700.00 93.000 83,700.00 93.000 83,700.00 90 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 6,800.00 194.530 7,781.20 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 2,138.000 4,276.00 S) 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,380.00 1,115.000 1,672.50 S) (BROKEN 3.66 M - 0.92 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 35.75 35.000 22.75 S) (BROKEN 1.83 M - 0.30 M) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 247.00 183.000 118.95 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 6,152.000 2,768.40 289,758.340 130,391.25 S) 99 PAINT PAVEMENT MARKING M2 30.0000 2,820.00 143.880 4,316.40 S) 00 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 37,800.00 560.000 560.00 39,687.000 39,687.00 S) 01 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 30,000.00 139.000 278.00 17,435.000 34,870.00 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 1.000 149,000.00 S) 04 SIGNAL AND LIGHTING (LOCATION 2) LS 189,000.0000 189,000.00 1.000 189,000.00 S) 05 LIGHTING (TEMPORARY) LS 370,000.0000 370,000.00 1.000 370,000.00 S) 06 LIGHTING AND SIGN ILLUMINATION LS 715,000.0000 715,000.00 1.000 715,000.00 S) 07 CHANGEABLE MESSAGE SIGN SYSTEM LS 169,000.0000 169,000.00 0.065 10,985.00 0.795 134,355.00 S) 08 TEMPORARY COMMUNICATION SYSTEM LS 15,000.0000 15,000.00 1.000 15,000.00 S) 09 TRAFFIC MONITORING STATION (LOCATION 1) LS 56,000.0000 56,000.00 0.013 728.00 0.375 21,000.00 S) 10 TRAFFIC MONITORING STATION (LOCATION 2) LS 45,000.0000 45,000.00 0.956 43,020.00 S) PROGRAM CAS145 PAGE 9 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 09:58 AM ESTIMATE NO. 34 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 02/20/11 R.E. NAME: MERCADO VICTOR DATE OF THIS ESTIMATE 02/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.962 33,189.00 S) 12 TRAFFIC MONITORING STATION (LOCATION 4) LS 53,400.0000 53,400.00 0.819 43,734.60 S) 13 TRAFFIC MONITORING STATION (LOCATION 5) LS 60,700.0000 60,700.00 0.898 54,508.60 S) 14 TEMPORARY TRAFFIC MONITORING STATION LS 340,000.0000 340,000.00 0.976 331,840.00 S) 15 TEMPORARY RAMP METERING SYSTEM LS 99,000.0000 99,000.00 0.996 98,604.00 S) (LOCATION 1) 16 TEMPORARY RAMP METERING SYSTEM LS 100,000.0000 100,000.00 0.999 99,900.00 S) (LOCATION 2) 17 TEMPORARY RAMP METERING SYSTEM LS 35,400.0000 35,400.00 1.000 35,400.00 S) (LOCATION 3) 18 TEMPORARY RAMP METERING SYSTEM LS 64,000.0000 64,000.00 1.000 64,000.00 S) (LOCATION 4) 19 TEMPORARY RAMP METERING SYSTEM LS 33,000.0000 33,000.00 0.940 31,020.00 S) (LOCATION 5) 20 HOV REVERSIBLE LANE SYSTEM LS 165,000.0000 165,000.00 1.000 165,000.00 S) 21 REMOVE AND MAINTAIN TOLL BOOTH SERVICES LS 40,800.0000 40,800.00 1.000 40,800.00 S) 22 RAMP METERING SYSTEM (LOCATION 1) LS 48,000.0000 48,000.00 0.993 47,664.00 S) 23 RAMP METERING SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.986 98,600.00 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 0.782 48,484.00 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 0.919 643,300.00 S) PROGRAM CAS145 PAGE 10 DATE 02/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0914 TIME 09:58 AM ESTIMATE NO. 34 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 02/20/11 R.E. NAME: MERCADO VICTOR DATE OF THIS ESTIMATE 02/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 474,384.86 44,823,587.46 ADJUSTMENT OF COMPENSATION 0.00 154,267.54 EXTRA WORK 34,146.95 4,851,097.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 508,531.81 49,828,952.44 28 MOBILIZATION LS 3930,000.0000 3,930,000.00 1.000 3,930,000.00 ORIGINAL CONTRACT AMOUNT 48,380,250.15 TOTAL WORK COMPLETED 508,531.81 53,758,952.44 MATERIALS ON HAND ON SITE 56,641.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,362.83 -162,722.83 TOTAL 498,168.98 53,652,871.51 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 06/11/08 600 06/30/08 06/30/08 04/29/11 589 69 37 0 96% 92% PROGRESS IS SATISFACTORY MERCADO VICTOR RESIDENT ENGINEER PROGRAM CAS145 DATE 02/25/11