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 11/09/12 EST. NO.49 TIME 02:08 PM R.E. NAME: CARDENAS, VICTOR 11-080934 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 141 0001 654,276.65 A.C. @ L.S.(+) 110512 N 0001 0 654,276.65 TOTAL THIS ESTIMATE 4,676,187.25 TOTAL PREVIOUS ESTIMATE 5,330,463.90 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 11/09/12 EST. NO.49 TIME 02:08 PM R.E. NAME: CARDENAS, VICTOR 11-080934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM 3 MOS OVERDUE -20,000.00 15 UNSUIT BACKFILL MATL -30,000.00 18 JULY 2006 CPM 20,000.00 22 OUT-OF-STATE INSPECT -5,000.00 27 OUT-OF-STATE INSPECT -10,468.92 27 NB HOV OPENING -17,800.00 35 NB HOV OPENING 17,800.00 40 AC TYPE A STABILITY -8,437.07 42 CLASS II OUT-OF-SPEC -1,350.00 42 REL. COMPACT. DEDUCT -7,143.33 42 0.00 -62,399.32 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 16 DOCS RECD 10,000.00 17 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS MAY -10,000.00 02 O/S PRS JUNE -10,000.00 03 PRS RECD MAY 10,000.00 03 O/S PRS JULY -10,000.00 04 PRS RECD JUNE 10,000.00 05 PRS RECD JULY 10,000.00 05 O/S PRS SEPT -10,000.00 06 O/S PRS OCT -10,000.00 07 PRS RECD SEPT 10,000.00 07 PRS RECD OCT 10,000.00 09 O/S PRS JAN 06 -10,000.00 10 O/S PRS FEB -10,000.00 11 O/S PRS MARCH 06 -10,000.00 12 O/S PRS APRIL 06 -10,000.00 13 PRS RECD JAN 06 10,000.00 13 O/S PRS JUNE -10,000.00 15 PRS RECD MARCH 10,000.00 15 O/S PRS JULY 06 -10,000.00 16 O/S PRS AUG -10,000.00 17 O/S PRS SEPT -10,000.00 18 PRS RECD APRIL 10,000.00 18 PRS RECD JUNE 10,000.00 18 O/S PRS OCT -10,000.00 19 PRS RECD JULY 10,000.00 19 O/S PRS NOV -10,000.00 20 O/S PRS DEC 06 -10,000.00 21 PRS RECD SEPT 06 10,000.00 21 PRS RECD OCT 06 10,000.00 21 PRS RECD NOV 06 10,000.00 21 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 11/09/12 EST. NO.49 TIME 02:08 PM R.E. NAME: CARDENAS, VICTOR 11-080934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD DEC 06 10,000.00 23 O/S PRS FEB 07 -10,000.00 24 O/S PRS REC'D AUG 06 10,000.00 25 O/S PRS APRIL 07 -10,000.00 26 PRS RECD FEB 07 10,000.00 26 O/S PRS MAY 07 -10,000.00 27 PRS RECD APRIL 07 10,000.00 27 O/S PRS JULY 07 -10,000.00 29 PRS RECD MAY 07 10,000.00 29 O/S PRS AUG 07 -10,000.00 30 O/S PRS SEPT 07 -10,000.00 31 PRS RECD JULY 07 10,000.00 31 PRS RECD AUG 07 10,000.00 31 O/S PRS OCT 07 -6,618.65 32 O/S PRS NOV 07 -10,000.00 33 PRS RECD SEPT 07 10,000.00 33 O/S PRS DEC 07 -10,000.00 34 PRS RECD NOV 07 10,000.00 34 O/S PRS JAN 08 -10,000.00 35 PRS RECD OCT 07 6,618.65 35 PRS RECD DEC 07 10,000.00 35 O/S PRS FEB 08 -10,000.00 36 O/S PRS MAR 08 -10,000.00 37 PRS RECD FEB 06 10,000.00 37 O/S PRS APR -10,000.00 38 O/S PRS MAY -10,000.00 39 PRS RECD JAN 08 10,000.00 45 PRS RECD MAY 08 10,000.00 45 PRS RECD FEB 08 10,000.00 45 PRS RECD MAR 08 10,000.00 45 PRS RECD APR 08 10,000.00 45 0.00 0.00 OTHER OUTSTANDING DOCUMENTS 2402, 2403 -10,000.00 41 2402, 2403 10,000.00 47 0.00 0.00 TOTAL DEDUCTIONS 0.00 -62,399.32 PROGRAM CAS145 PAGE 1 DATE 11/09/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:08 PM ESTIMATE NO. 49 BID OPENING 03/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/15/08 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 11/09/12 LOCATION FINAL ESTIMATE 11-SD-15-M18.9/M19.5 -------------- FCI CONSTRUCTORS, INC. IN SAN DIEGO COUNTY IN SAN DIEGO AT 1770 LA COSTA MEADOWS DRIVE VARIOUS LOCATIONS SAN MARCOS, CA 92078 FED. AID NO. ACIM-015 -4(200)17N,ACST-P056(2)N ,P-P056(2)N CONSTRUCT MANAGED 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 25,000.0000 25,000.00 1.000 25,000 002 TIME-RELATED OVERHEAD WDAY 3,100.0000 1,736,000.00 735.000 2,278,500 003 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000 (S) PREVENTION PLAN 004 WATER POLLUTION CONTROL LS 160,000.0000 160,000.00 1.000 160,000 005 SWEEPER EA 130,000.0000 260,000.00 2.000 260,000 006 TEMPORARY EROSION CONTROL M2 0.5000 25,850.00 72,170.300 36,085 (S) 007 TEMPORARY FIBER ROLL M 15.0000 32,550.00 14,246.060 213,690 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,400.0000 21,600.00 49.000 117,600 009 MOVE-IN/MOVE-OUT EA 300.0000 3,000.00 12.000 3,600 (S) (TEMPORARY EROSION CONTROL) 010 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 7,000.0000 91,000.00 24.000 168,000 011 TEMPORARY CHECK DAM (TYPE 1) M 380.0000 1,140.00 0.000 0 012 TEMPORARY CHECK DAM (TYPE 2) M 130.0000 10,530.00 235.000 30,550 013 TEMPORARY DRAINAGE INLET PROTECTION EA 550.0000 29,700.00 99.000 54,450 014 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000 (S) 015 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000 (S) 016 TYPE III BARRICADE EA 100.0000 500.00 12.000 1,200 (S) 017 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 46,050.00 0.000 0 (S) 018 TEMPORARY PAVEMENT MARKING (TAPE) M2 32.0000 2,656.00 178.700 5,718 (S) 019 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 6,480.00 23,438.000 70,314 (S) 020 TEMPORARY PAVEMENT MARKER EA 4.0000 5,720.00 5,912.000 23,648 (S) 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 13,600.0000 163,200.00 12.000 163,200 (S) 022 TEMPORARY RAILING (TYPE K) M 20.0000 123,600.00 7,140.442 142,808 (S) PROGRAM CAS145 PAGE 2 DATE 11/09/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:08 PM ESTIMATE NO. 49 BID OPENING 03/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/15/08 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 11/09/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC PLASTIC DRUMS EA 50.0000 4,750.00 150.000 7,500 (S) 024 TEMPORARY CRASH CUSHION MODULE EA 200.0000 34,000.00 199.000 39,800 (S) 025 ABANDON IRRIGATION CROSSOVER EA 390.0000 1,170.00 3.000 1,170 (S) 026 REMOVE CHAIN LINK FENCE M 18.0000 7,200.00 474.000 8,532 027 MAINTAIN TEMPORARY FENCE (TYPE ESA) LS 13,000.0000 13,000.00 1.000 13,000 028 REMOVE METAL BEAM GUARD RAILING M 35.0000 11,200.00 602.530 21,088 029 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 11.0000 16,280.00 1,798.000 19,778 (S) 030 REMOVE TRAFFIC STRIPE M 2.0000 34,566.00 16,053.000 32,106 (S) 031 REMOVE PAVEMENT MARKING M2 18.0000 684.00 186.380 3,354 032 REMOVE ROADSIDE SIGN EA 150.0000 750.00 7.000 1,050 033 REMOVE INLET EA 1,300.0000 2,600.00 5.000 6,500 034 RESET ROADSIDE SIGN EA 350.0000 1,750.00 1.000 350 035 RELOCATE ROADSIDE SIGN EA 350.0000 1,750.00 1.000 350 036 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 11,600.00 0.000 0 (S) 037 REMOVE CONCRETE BARRIER M 35.0000 16,100.00 460.800 16,128 038 REMOVE CONCRETE BARRIER (TYPE K) M 8.0000 12,000.00 1,490.000 11,920 039 CAP INLET EA 900.0000 900.00 2.000 1,800 040 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000 041 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000 042 ROADWAY EXCAVATION M3 26.0000 746,200.00 29,811.190 775,090 043 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 044 STRUCTURE EXCAVATION (BRIDGE) M3 110.0000 115,940.00 1,367.800 150,458 (F) 045 STRUCTURE EXCAVATION (TYPE D) M3 80.0000 72,800.00 910.000 72,800 (F) 046 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 797,360.00 26,745.000 1,069,800 (F) 047 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 150,600.00 1,473.500 176,820 (F) 048 SLURRY CEMENT BACKFILL M3 260.0000 47,580.00 252.300 65,598 (F) 049 STRUCTURE BACKFILL (RETAINING WALL) M3 39.0000 1,086,657.00 35,001.000 1,365,039 (F) PROGRAM CAS145 PAGE 3 DATE 11/09/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:08 PM ESTIMATE NO. 49 BID OPENING 03/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/15/08 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 11/09/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PERVIOUS BACKFILL MATERIAL (RETAINING M3 80.0000 106,880.00 1,486.000 118,880 (F) WALL) 051 SAND BACKFILL M3 185.0000 5,920.00 23.460 4,340 052 DITCH EXCAVATION M3 35.0000 3,500.00 0.000 0 053 EARTH RETAINING STRUCTURE, LOCATION 1 M2 600.0000 12,000.00 20.000 12,000 (F) 054 EARTH RETAINING STRUCTURE, LOCATION 2 M2 420.0000 35,700.00 85.000 35,700 (F) 055 EARTH RETAINING STRUCTURE, LOCATION 3 M2 460.0000 28,520.00 62.000 28,520 (F) 056 EARTH RETAINING STRUCTURE, LOCATION 4 M2 500.0000 22,500.00 45.000 22,500 (F) 057 EARTH RETAINING STRUCTURE, LOCATION 5 M2 350.0000 84,000.00 240.000 84,000 (F) 058 EARTH RETAINING STRUCTURE, LOCATION 6 M2 365.0000 94,900.00 260.000 94,900 (F) 059 EARTH RETAINING STRUCTURE, LOCATION 7 M2 520.0000 26,000.00 50.000 26,000 (F) 060 EARTH RETAINING STRUCTURE, LOCATION 8 M2 430.0000 1,569,500.00 3,650.000 1,569,500 (F) 061 IMPORTED BORROW M3 0.0100 960.00 95,123.070 951 062 HIGHWAY PLANTING LS 230,000.0000 230,000.00 0.000 0 (S) 063 STRAW (EROSION CONTROL) TONN 500.0000 9,000.00 0.000 0 (S) 064 FIBER (EROSION CONTROL) KG 1.0000 7,790.00 0.000 0 (S) 065 FIBER ROLLS M 6.0000 51,900.00 0.000 0 066 COMPOST (EROSION CONTROL) M3 3.0000 20,790.00 0.000 0 (S) 067 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 0.000 0 (S) 068 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 55.0000 6,050.00 0.000 0 (S) 069 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 120.0000 5,880.00 0.000 0 (S) 070 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 20.0000 1,740.00 0.000 0 (S) 071 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 3,040.00 0.000 0 (S) 072 PLANT ESTABLISHMENT WORK LS 60,000.0000 60,000.00 0.000 0 (S) 073 IRRIGATION SYSTEM LS 160,000.0000 160,000.00 0.000 0 (S) 074 200 MM CORRUGATED HIGH DENSITY M 350.0000 15,750.00 20.450 7,157 (S) POLYETHYLENE PIPE CONDUIT 075 EXTEND 250 MM CONDUIT M 350.0000 7,700.00 8.000 2,800 (S) 076 FINISHING ROADWAY LS 28,000.0000 28,000.00 1.000 28,000 PROGRAM CAS145 PAGE 4 DATE 11/09/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:08 PM ESTIMATE NO. 49 BID OPENING 03/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/15/08 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 11/09/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE M3 37.0000 684,500.00 22,251.528 823,306 078 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 3,000.0000 2,100.00 1.580 4,740 079 ASPHALT CONCRETE (TYPE A) TONN 66.0000 904,200.00 13,815.558 911,826 080 PLACE ASPHALT CONCRETE DIKE M 6.0000 7,500.00 1,425.700 8,554 081 FURNISH STEEL PILING (HP 360 X 174) M 5.0000 2,460.00 195.830 979 082 DRIVE STEEL PILE (HP 360 X 174) EA 2,700.0000 64,800.00 26.000 70,200 (S) 083 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 270.0000 64,800.00 0.000 0 (S) PILING 084 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 460.0000 304,060.00 663.345 305,138 (S) PILING 085 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 3,100.0000 37,200.00 0.000 0 (S) PILING 086 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 2,300.0000 581,900.00 242.600 557,980 (S) PILING 087 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 337,500.00 223.200 334,800 (S) PILING (ROCK SOCKET) 088 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 3,800.0000 49,400.00 0.000 0 (S) PILING (ROCK SOCKET) 089 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 6,500.0000 1,007,500.00 167.700 1,090,050 (S) PILING (ROCK SOCKET) 090 FURNISH PILING (CLASS 900) M 150.0000 38,550.00 228.970 34,345 (ALTERNATIVE W-MODIFIED) 091 DRIVE PILE (CLASS 900) EA 4,400.0000 158,400.00 36.000 158,400 (S) (ALTERNATIVE W-MODIFIED) 092 PRESTRESSING CAST-IN-PLACE CONCRETE LS 175,000.0000 175,000.00 1.000 175,000 (S) 093 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 215,000.00 436.760 218,380 (F) 094 STRUCTURAL CONCRETE, BRIDGE M3 658.0000 3,776,920.00 5,781.710 3,804,365 (F) 095 STRUCTURAL CONCRETE, RETAINING WALL M3 365.0000 2,332,715.00 6,877.000 2,510,105 (F) 096 STRUCTURAL CONCRETE, BARRIER SLAB M3 360.0000 268,200.00 756.580 272,368 (F) 097 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 13,500.00 18.000 13,500 (F) (TYPE EQ) 098 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 66,000.00 88.000 66,000 (F) (TYPE N) 099 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,400.0000 72,800.00 27.890 39,046 100 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 89,600.00 46.640 65,296 101 MINOR CONCRETE (SOUND WALL) M3 1,000.0000 5,000.00 0.000 0 102 ARCHITECTURAL SURFACE (BARRIER) M2 31.0000 36,859.00 1,189.000 36,859 (F) 103 SWIRLED PLASTER TEXTURE M2 15.0000 73,515.00 5,299.000 79,485 (F) PROGRAM CAS145 PAGE 5 DATE 11/09/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:08 PM ESTIMATE NO. 49 BID OPENING 03/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/15/08 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 11/09/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 BARRIER TILE TEXTURE M2 48.0000 17,760.00 444.430 21,332 105 SOUND WALL (MASONRY BLOCK) M2 230.0000 85,100.00 0.000 0 106 PTFE BEARING EA 3,500.0000 31,500.00 9.000 31,500 (S) 107 JOINT SEAL ASSEMBLY (MR 80 MM) M 460.0000 31,280.00 68.740 31,620 (S) 108 JOINT SEAL ASSEMBLY (MR 90 MM) M 460.0000 9,200.00 18.240 8,390 (S) 109 JOINT SEAL ASSEMBLY (MR 100 MM) M 460.0000 14,720.00 27.760 12,769 (S) 110 BAR REINFORCING STEEL (BRIDGE) KG 1.5300 2,495,430.00 1,617,584.000 2,474,903 (S) 111 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7600 1,184,480.00 714,423.000 1,257,384 (S) 112 HEADED BAR REINFORCEMENT EA 6.0000 19,800.00 3,600.000 21,600 113 FURNISH SIGN STRUCTURE (TUBULAR) KG 6.0000 52,800.00 7,968.710 47,812 114 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 8,800.00 7,968.710 7,968 (S) 115 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 24,000.00 4,227.100 25,362 116 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 3.0000 12,000.00 4,227.030 12,681 (S) 117 920 MM CAST-IN-DRILLED-HOLE M 2,500.0000 20,000.00 8.000 20,000 (S) CONCRETE PILE (SIGN FOUNDATION) 118 METAL (RAIL MOUNTED SIGN) KG 25.0000 23,750.00 562.000 14,050 (S) 119 ROADSIDE SIGN - ONE POST EA 500.0000 7,500.00 9.000 4,500 120 ROADSIDE SIGN - TWO POST EA 1,000.0000 5,000.00 3.000 3,000 121 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 3,000.00 2.000 600 METHOD) 122 450 MM ALTERNATIVE PIPE CULVERT M 110.0000 9,900.00 0.000 0 123 600 MM ALTERNATIVE PIPE CULVERT M 140.0000 186,200.00 0.000 0 124 450 MM REINFORCED CONCRETE PIPE M 350.0000 4,900.00 0.000 0 125 600 MM REINFORCED CONCRETE PIPE M 215.0000 66,650.00 1,047.523 225,217 126 150 MM PLASTIC PIPE M 90.0000 27,000.00 137.760 12,398 127 200 MM PLASTIC PIPE M 100.0000 5,000.00 75.900 7,590 128 GRATED LINE DRAIN M 250.0000 37,500.00 69.000 17,250 129 300 MM BITUMINOUS COATED CORRUGATED M 650.0000 5,200.00 0.000 0 STEEL PIPE RISER (4.27 MM THICK) 130 600 MM BITUMINOUS COATED CORRUGATED M 830.0000 2,490.00 0.000 0 STEEL PIPE RISER (4.27 MM THICK) PROGRAM CAS145 PAGE 6 DATE 11/09/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:08 PM ESTIMATE NO. 49 BID OPENING 03/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/15/08 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 11/09/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 900 MM BITUMINOUS COATED CORRUGATED M 1,000.0000 8,000.00 0.000 0 STEEL PIPE RISER (4.27 MM THICK) 132 50 MM GATE VALVE EA 250.0000 750.00 0.000 0 133 50 MM COPPER PIPE M 200.0000 58,000.00 0.000 0 134 CONCRETE (CONCRETE APRON) M3 600.0000 900.00 0.000 0 135 MINOR CONCRETE (DITCH LINING) M3 700.0000 49,000.00 0.000 0 136 MINOR CONCRETE (TEXTURED PAVING) M2 120.0000 105,600.00 575.220 69,026 (GORE PAVING) 137 MINOR CONCRETE (CURB, SIDEWALK AND M3 3,000.0000 3,000.00 1.050 3,150 CURB RAMP) 138 MISCELLANEOUS IRON AND STEEL KG 2.0000 20,400.00 4,444.000 8,888 (S) 139 ISOLATION CASING KG 16.0000 228,800.00 14,702.440 235,239 (SF) 140 MISCELLANEOUS METAL KG 18.0000 64,800.00 1,500.000 27,000 (SF)(RESTRAINER - CABLE TYPE) 141 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 27,040.00 3,380.000 27,040 (SF) 142 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 96,600.00 8,050.000 96,600 (SF) 143 CHAIN LINK FENCE (TYPE CL-1.2, M 60.0000 7,800.00 92.000 5,520 (S) VINYL-CLAD) 144 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 9,000.00 194.000 11,640 (S) 145 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 4,800.00 2.000 2,400 (S) 146 DELINEATOR (CLASS 1) EA 50.0000 1,000.00 0.000 0 147 GUARD RAILING DELINEATOR EA 20.0000 340.00 30.000 600 148 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 149 CONCRETE BARRIER (TYPE K) M 40.0000 3,200.00 0.000 0 150 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 151 REMOVABLE BOLLARD EA 2,000.0000 4,000.00 2.000 4,000 152 TERMINAL SYSTEM (TYPE SRT) EA 2,700.0000 5,400.00 4.000 10,800 (S) 153 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 4.000 4,000 (S) 154 CRASH CUSHION (REACT 9SCBS) EA 55,000.0000 275,000.00 3.000 165,000 (S) 155 CONCRETE BARRIER (TYPE 60S MODIFIED) M 180.0000 90,900.00 25.000 4,500 (F) 156 CONCRETE BARRIER (TYPE 60SE MODIFIED) M 150.0000 138,900.00 380.400 57,060 (F) 157 CONCRETE BARRIER (TYPE 60S) M 170.0000 372,300.00 1,668.180 283,590 PROGRAM CAS145 PAGE 7 DATE 11/09/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:08 PM ESTIMATE NO. 49 BID OPENING 03/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/15/08 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 11/09/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE BARRIER (TYPE 60SC) M 240.0000 26,400.00 260.870 62,608 159 CONCRETE BARRIER (TYPE 732 MODIFIED) M 150.0000 376,950.00 2,513.000 376,950 (F) 160 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 161 CONCRETE BARRIER (TYPE KA26A) M 170.0000 32,300.00 237.060 40,300 162 CONCRETE BARRIER (TYPE 736S) M 300.0000 23,100.00 0.000 0 163 CONCRETE BARRIER (TYPE 736SV) M 500.0000 38,500.00 0.000 0 164 THERMOPLASTIC PAVEMENT MARKING M2 31.0000 3,720.00 205.500 6,370 (S) 165 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,520.00 603.000 1,206 (S) 166 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 150.00 36.000 108 (S) (BROKEN 5.18 M - 2.14 M) 167 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 25,200.00 4,911.000 4,911 (S) 168 PAINT PAVEMENT MARKING M2 20.0000 280.00 14.770 295 (S) 169 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 9,740.00 344.000 688 (S) 170 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 7,260.00 428.000 1,284 (S) 171 MODIFY SIGNAL & LIGHTING LS 40,000.0000 40,000.00 1.000 40,000 (S) 172 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 1.000 400,000 (S) 173 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 3,000.00 0.000 0 (S) 174 LIGHTING CONDUIT (BRIDGE) M 50.0000 5,000.00 125.000 6,250 175 COMMUNICATION CONDUIT (BRIDGE) M 50.0000 2,500.00 70.000 3,500 176 FIBER OPTIC COMMUNICATION SYSTEM LS 120,000.0000 120,000.00 1.000 120,000 (S) 177 HIGH OCCUPANCY VEHICLE SYSTEM LS 1,250,000.0000 1,250,000.00 1.000 1,250,000 178 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 179 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 40,000.00 16.000 40,000 CONCRETE PILE (SIGN FOUNDATION) 180 METAL BEAM GUARD RAILING M 110.0000 15,400.00 644.280 70,870 (S) 181 TUBULAR PIPE HANDRAILING M 280.0000 63,000.00 279.280 78,198 (F) 182 CONCRETE BARRIER (TYPE 732A MODIFIED) M 190.0000 201,970.00 1,166.203 221,578 (F) 183 TRANSITION RAILING (TYPE WB) EA 3,500.0000 14,000.00 3.000 10,500 184 TERMINAL SYSTEM (TYPE ET) EA 3,500.0000 7,000.00 1.000 3,500 PROGRAM CAS145 PAGE 8 DATE 11/09/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:08 PM ESTIMATE NO. 49 BID OPENING 03/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/15/08 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 11/09/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 29,795,478.61 ADJUSTMENT OF COMPENSATION 654,276.65 1,363,309.72 EXTRA WORK 0.00 3,967,154.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 654,276.65 35,125,942.51 185 MOBILIZATION LS 3,100,000.0000 3,100,000.00 1.000 3,100,000 ORIGINAL CONTRACT AMOUNT 32,228,492.00 TOTAL WORK COMPLETED 654,276.65 38,225,942.51 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -62,399.32 TOTAL 654,276.65 38,163,543.19 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/26/05 810 05/11/05 05/11/05 07/15/08 735 46 175 10 100% 100% CARDENAS, VICTOR RESIDENT ENGINEER PROGRAM CAS145 DATE 11/09/12