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 07/22/08 EST. NO.41 TIME 11:45 AM 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 --------------------------------------------------------------------------- 004 0063 8,510.08 E.W. @ F.A.(+) 121806 N 0434.0 0069 4,843.16 011207 N 0467.0 0070 6,019.04 011007 N 0469.0 0071 4,987.83 010507 N 0459.0 0072 3,981.46 011507 N 0471.0 0073 1,438.76 011807 N 0475.0 0075 950.47 011707 N 0476.0 0077 1,485.13 012407 N 0486.0 0078 7,752.24 011107 N 0466.0 0079 4,970.82 011507 N 0471.1 0080 1,425.77 012407 N 0486.1 0081 441.57 010907 N 0494.0 0082 186.32 122806 N 0498.0 0083 232.90 122906 N 0501.0 0084 326.05 010207 N 0503.0 0085 545.69 021207 N 0530.0 0086 523.08 021307 N 0532.0 0087 4,121.63 010807 N 0449.1 0090 463.52 022007 N 0544.0 0091 154.00 021207 N 0530.1 0092 154.00 021307 N 0532.1 0093 264.75 030707 N 0588.0 0094 104.69 030907 N 0590.0 0095 853.60 011507 N 0471.2 0096 677.64 031907 N 0635.0 0097 457.12 032107 N 0636.0 0098 1,385.07 033007 N 0646.0 0099 1,129.68 040307 N 0653.0 0100 1,328.58 010807 N 0449.2 0101 1,054.94 040407 N 0652.0 0102 1,538.30 010907 N 0457.1 0103 616.00 011607 N 0474.1 0104 771.35 031207 N 0608.0 0105 4,154.96 011607 N 0474.0 0106 542.15 021607 N 0541.1 0107 441.52 033007 N 0646.1 0108 318.69 040407 N 0652.1 0109 258.68 040307 N 0653.1 0113 2,576.27 011107 N 0704.0 0115 990.18 011107 N 0466.1 0116 938.08 011207 N 0467.1 0117 110.00 031207 N 0608.1 0121 5,396.49 042406 N 0163.1 0125 468.99 022207 N 0559.0 0132 601.81 033007 N 0646.2 0229 3,124.00 E.W. @ L.S.(+) 042408 N 004S70 0230 5,277.11 A.C. @ L.S.(+) 071508 N 230 0 010 0001 29,553.90 E.W. @ L.S.(+) 071508 N 1 0 0002 -10,200.00 A.C. @ L.S.(-) 071508 N 2 0 012 0001 831.29 A.C. @ L.S.(+) 012908 N 012001 0002 -681.09 A.C. @ L.S.(-) 012908 N 012002 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/22/08 EST. NO.41 TIME 11:45 AM 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 --------------------------------------------------------------------------- 026 0049 966.30 E.W. @ F.A.(+) 052907 N 0731.0 028 0038 29,406.50 A.C. @ L.S.(+) 071508 N 38 0 0039 7,515.00 E.W. @ L.S.(+) 071508 N 39 0 036 0008 9,500.00 A.C. @ U.P.(+) 070907 N 036001 041 0032 2,090.92 E.W. @ F.A.(+) 110607 N 0966.0 0034 1,473.61 112807 N 0986.0 0036 207.15 101807 N 1048.0 088 0003 13,715.13 E.W. @ L.S.(+) 071508 N 3 0 093 0003 855.00 E.W. @ U.P (+) 022908 N 093001 099 0025 347.35 E.W. @ F.A.(+) 030608 N 1180.0 110 0002 44,282.86 E.W. @ F.A.(+) 052008 N 1228.0 0003 5,102.30 062508 N 1229.0 112 0001 23,895.14 A.C. @ L.S.(+) 071508 N 1 0 113 0001 10,857.32 A.C. @ L.S.(+) 031808 N 113001 258,612.85 TOTAL THIS ESTIMATE 3,229,050.56 TOTAL PREVIOUS ESTIMATE 3,487,663.41 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 07/22/08 EST. NO.41 TIME 11:45 AM 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 0.00 -45,468.92 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 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 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 07/22/08 EST. NO.41 TIME 11:45 AM R.E. NAME: CARDENAS, VICTOR 11-080934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 -50,000.00 OTHER OUTSTANDING DOCUMENTS 2402, 2403 -10,000.00 41 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -105,468.92 PROGRAM CAS145 PAGE 1 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 11:45 AM ESTIMATE NO. 41 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 07/22/08 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 11-SD-15-M18.9/M19.5 ---------------------------------- FCI CONSTRUCTORS, INC. IN SAN DIEGO COUNTY IN SAN DIEGO AT 2585 BUSINESS PARK DRIVE VARIOUS LOCATIONS VISTA, CA 92081-881 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.006 150.00 1.000 25,000.00 02 TIME-RELATED OVERHEAD WDAY 3,100.0000 1,736,000.00 10.000 31,000.00 735.000 2,278,500.00 03 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 S) PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 160,000.0000 160,000.00 1.000 160,000.00 05 SWEEPER EA 130,000.0000 260,000.00 2.000 260,000.00 06 TEMPORARY EROSION CONTROL M2 0.5000 25,850.00 72,170.300 36,085.15 S) 07 TEMPORARY FIBER ROLL M 15.0000 32,550.00 14,250.850 213,762.75 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,400.0000 21,600.00 49.000 117,600.00 09 MOVE-IN/MOVE-OUT EA 300.0000 3,000.00 12.000 3,600.00 S) (TEMPORARY EROSION CONTROL) 10 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 7,000.0000 91,000.00 24.000 168,000.00 11 TEMPORARY CHECK DAM (TYPE 1) M 380.0000 1,140.00 0.000 0.00 12 TEMPORARY CHECK DAM (TYPE 2) M 130.0000 10,530.00 773.000 100,490.00 13 TEMPORARY DRAINAGE INLET PROTECTION EA 550.0000 29,700.00 99.000 54,450.00 14 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000.00 S) 15 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 S) 16 TYPE III BARRICADE EA 100.0000 500.00 3.000 300.00 12.000 1,200.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 46,050.00 0.000 0.00 S) 18 TEMPORARY PAVEMENT MARKING (TAPE) M2 32.0000 2,656.00 158.740 5,079.68 S) 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 6,480.00 21,937.080 65,811.24 S) 20 TEMPORARY PAVEMENT MARKER EA 4.0000 5,720.00 5,787.000 23,148.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 13,600.0000 163,200.00 12.000 163,200.00 S) 22 TEMPORARY RAILING (TYPE K) M 20.0000 123,600.00 6,425.612 128,512.24 S) PROGRAM CAS145 PAGE 2 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 11:45 AM ESTIMATE NO. 41 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 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC PLASTIC DRUMS EA 50.0000 4,750.00 150.000 7,500.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 200.0000 34,000.00 199.000 39,800.00 S) 25 ABANDON IRRIGATION CROSSOVER EA 390.0000 1,170.00 3.000 1,170.00 S) 26 REMOVE CHAIN LINK FENCE M 18.0000 7,200.00 474.000 8,532.00 27 MAINTAIN TEMPORARY FENCE (TYPE ESA) LS 13,000.0000 13,000.00 1.000 13,000.00 28 REMOVE METAL BEAM GUARD RAILING M 35.0000 11,200.00 602.530 21,088.55 29 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 11.0000 16,280.00 2,318.000 25,498.00 S) 30 REMOVE TRAFFIC STRIPE M 2.0000 34,566.00 3,492.000 6,984.00 13,210.240 26,420.48 S) 31 REMOVE PAVEMENT MARKING M2 18.0000 684.00 44.400 799.20 157.780 2,840.04 32 REMOVE ROADSIDE SIGN EA 150.0000 750.00 7.000 1,050.00 33 REMOVE INLET EA 1,300.0000 2,600.00 5.000 6,500.00 34 RESET ROADSIDE SIGN EA 350.0000 1,750.00 1.000 350.00 35 RELOCATE ROADSIDE SIGN EA 350.0000 1,750.00 0.000 0.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 11,600.00 243.210 1,216.05 S) 37 REMOVE CONCRETE BARRIER M 35.0000 16,100.00 460.800 16,128.00 38 REMOVE CONCRETE BARRIER (TYPE K) M 8.0000 12,000.00 1,490.000 11,920.00 39 CAP INLET EA 900.0000 900.00 2.000 1,800.00 40 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 41 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 42 ROADWAY EXCAVATION M3 26.0000 746,200.00 34,087.070 886,263.82 43 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 44 STRUCTURE EXCAVATION (BRIDGE) M3 110.0000 115,940.00 1,367.800 150,458.00 F) 45 STRUCTURE EXCAVATION (TYPE D) M3 80.0000 72,800.00 910.000 72,800.00 F) 46 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 797,360.00 22,909.000 916,360.00 F) 47 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 150,600.00 -89.100 -10,692.00 1,473.500 176,820.00 F) 48 SLURRY CEMENT BACKFILL M3 260.0000 47,580.00 176.200 45,812.00 F) 49 STRUCTURE BACKFILL (RETAINING WALL) M3 39.0000 1,086,657.00 31,165.000 1,215,435.00 F) PROGRAM CAS145 PAGE 3 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 11:45 AM ESTIMATE NO. 41 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 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PERVIOUS BACKFILL MATERIAL (RETAINING M3 80.0000 106,880.00 1,486.000 118,880.00 F) WALL) 51 SAND BACKFILL M3 185.0000 5,920.00 27.810 5,144.85 52 DITCH EXCAVATION M3 35.0000 3,500.00 0.000 0.00 53 EARTH RETAINING STRUCTURE, LOCATION 1 M2 600.0000 12,000.00 20.000 12,000.00 F) 54 EARTH RETAINING STRUCTURE, LOCATION 2 M2 420.0000 35,700.00 85.000 35,700.00 F) 55 EARTH RETAINING STRUCTURE, LOCATION 3 M2 460.0000 28,520.00 62.000 28,520.00 F) 56 EARTH RETAINING STRUCTURE, LOCATION 4 M2 500.0000 22,500.00 45.000 22,500.00 F) 57 EARTH RETAINING STRUCTURE, LOCATION 5 M2 350.0000 84,000.00 240.000 84,000.00 F) 58 EARTH RETAINING STRUCTURE, LOCATION 6 M2 365.0000 94,900.00 260.000 94,900.00 F) 59 EARTH RETAINING STRUCTURE, LOCATION 7 M2 520.0000 26,000.00 50.000 26,000.00 F) 60 EARTH RETAINING STRUCTURE, LOCATION 8 M2 430.0000 1,569,500.00 3,650.000 1,569,500.00 F) 61 IMPORTED BORROW M3 0.0100 960.00 96,000.000 960.00 62 HIGHWAY PLANTING LS 230,000.0000 230,000.00 0.000 0.00 S) 63 STRAW (EROSION CONTROL) TONN 500.0000 9,000.00 0.000 0.00 S) 64 FIBER (EROSION CONTROL) KG 1.0000 7,790.00 0.000 0.00 S) 65 FIBER ROLLS M 6.0000 51,900.00 0.000 0.00 66 COMPOST (EROSION CONTROL) M3 3.0000 20,790.00 0.000 0.00 S) 67 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 0.000 0.00 S) 68 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 55.0000 6,050.00 0.000 0.00 S) 69 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 120.0000 5,880.00 0.000 0.00 S) 70 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 20.0000 1,740.00 0.000 0.00 S) 71 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 3,040.00 0.000 0.00 S) 72 PLANT ESTABLISHMENT WORK LS 60,000.0000 60,000.00 0.000 0.00 S) 73 IRRIGATION SYSTEM LS 160,000.0000 160,000.00 0.050 8,000.00 S) 74 200 MM CORRUGATED HIGH DENSITY M 350.0000 15,750.00 20.450 7,157.50 S) POLYETHYLENE PIPE CONDUIT 75 EXTEND 250 MM CONDUIT M 350.0000 7,700.00 8.000 2,800.00 S) 76 FINISHING ROADWAY LS 28,000.0000 28,000.00 1.000 28,000.00 1.000 28,000.00 PROGRAM CAS145 PAGE 4 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 11:45 AM ESTIMATE NO. 41 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 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 2 AGGREGATE BASE M3 37.0000 684,500.00 22,251.528 823,306.54 78 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 3,000.0000 2,100.00 0.180 540.00 1.580 4,740.00 79 ASPHALT CONCRETE (TYPE A) TONN 66.0000 904,200.00 13,815.558 911,826.83 80 PLACE ASPHALT CONCRETE DIKE M 6.0000 7,500.00 1,425.700 8,554.20 81 FURNISH STEEL PILING (HP 360 X 174) M 5.0000 2,460.00 195.830 979.15 82 DRIVE STEEL PILE (HP 360 X 174) EA 2,700.0000 64,800.00 26.000 70,200.00 S) 83 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 270.0000 64,800.00 0.000 0.00 S) PILING 84 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 460.0000 304,060.00 663.345 305,138.70 S) PILING 85 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 3,100.0000 37,200.00 0.000 0.00 S) PILING 86 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 2,300.0000 581,900.00 242.600 557,980.00 S) PILING 87 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 337,500.00 223.200 334,800.00 S) PILING (ROCK SOCKET) 88 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 3,800.0000 49,400.00 0.000 0.00 S) PILING (ROCK SOCKET) 89 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 6,500.0000 1,007,500.00 167.700 1,090,050.00 S) PILING (ROCK SOCKET) 90 FURNISH PILING (CLASS 900) M 150.0000 38,550.00 228.970 34,345.50 (ALTERNATIVE W-MODIFIED) 91 DRIVE PILE (CLASS 900) EA 4,400.0000 158,400.00 36.000 158,400.00 S) (ALTERNATIVE W-MODIFIED) 92 PRESTRESSING CAST-IN-PLACE CONCRETE LS 175,000.0000 175,000.00 1.000 175,000.00 S) 93 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 215,000.00 436.760 218,380.00 F) 94 STRUCTURAL CONCRETE, BRIDGE M3 658.0000 3,776,920.00 5,781.710 3,804,365.18 F) 95 STRUCTURAL CONCRETE, RETAINING WALL M3 365.0000 2,332,715.00 6,877.000 2,510,105.00 F) 96 STRUCTURAL CONCRETE, BARRIER SLAB M3 360.0000 268,200.00 756.580 272,368.80 F) 97 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 13,500.00 18.000 13,500.00 F) (TYPE EQ) 98 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 66,000.00 88.000 66,000.00 F) (TYPE N) 99 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,400.0000 72,800.00 27.890 39,046.00 00 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 89,600.00 3.720 5,208.00 48.540 67,956.00 01 MINOR CONCRETE (SOUND WALL) M3 1,000.0000 5,000.00 0.000 0.00 02 ARCHITECTURAL SURFACE (BARRIER) M2 31.0000 36,859.00 1,189.000 36,859.00 F) 03 SWIRLED PLASTER TEXTURE M2 15.0000 73,515.00 5,299.000 79,485.00 F) PROGRAM CAS145 PAGE 5 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 11:45 AM ESTIMATE NO. 41 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 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BARRIER TILE TEXTURE M2 48.0000 17,760.00 452.280 21,709.44 05 SOUND WALL (MASONRY BLOCK) M2 230.0000 85,100.00 0.000 0.00 06 PTFE BEARING EA 3,500.0000 31,500.00 9.000 31,500.00 S) 07 JOINT SEAL ASSEMBLY (MR 80 MM) M 460.0000 31,280.00 68.740 31,620.40 S) 08 JOINT SEAL ASSEMBLY (MR 90 MM) M 460.0000 9,200.00 18.240 8,390.40 S) 09 JOINT SEAL ASSEMBLY (MR 100 MM) M 460.0000 14,720.00 27.760 12,769.60 S) 10 BAR REINFORCING STEEL (BRIDGE) KG 1.5300 2,495,430.00 1,617,584.000 2,474,903.52 S) 11 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7600 1,184,480.00 714,423.000 1,257,384.48 S) 12 HEADED BAR REINFORCEMENT EA 6.0000 19,800.00 3,600.000 21,600.00 13 FURNISH SIGN STRUCTURE (TUBULAR) KG 6.0000 52,800.00 7,968.840 47,813.04 14 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 8,800.00 8,800.000 8,800.00 S) 15 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 24,000.00 4,227.100 25,362.60 16 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 3.0000 12,000.00 4,000.000 12,000.00 S) 17 920 MM CAST-IN-DRILLED-HOLE M 2,500.0000 20,000.00 8.000 20,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 18 METAL (RAIL MOUNTED SIGN) KG 25.0000 23,750.00 562.000 14,050.00 S) 19 ROADSIDE SIGN - ONE POST EA 500.0000 7,500.00 6.000 3,000.00 20 ROADSIDE SIGN - TWO POST EA 1,000.0000 5,000.00 3.000 3,000.00 21 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 3,000.00 2.000 600.00 METHOD) 22 450 MM ALTERNATIVE PIPE CULVERT M 110.0000 9,900.00 0.000 0.00 23 600 MM ALTERNATIVE PIPE CULVERT M 140.0000 186,200.00 0.000 0.00 24 450 MM REINFORCED CONCRETE PIPE M 350.0000 4,900.00 -3.470 -1,214.50 0.000 0.00 25 600 MM REINFORCED CONCRETE PIPE M 215.0000 66,650.00 1,047.523 225,217.45 26 150 MM PLASTIC PIPE M 90.0000 27,000.00 137.760 12,398.40 27 200 MM PLASTIC PIPE M 100.0000 5,000.00 75.900 7,590.00 28 GRATED LINE DRAIN M 250.0000 37,500.00 69.000 17,250.00 29 300 MM BITUMINOUS COATED CORRUGATED M 650.0000 5,200.00 0.000 0.00 STEEL PIPE RISER (4.27 MM THICK) 30 600 MM BITUMINOUS COATED CORRUGATED M 830.0000 2,490.00 0.000 0.00 STEEL PIPE RISER (4.27 MM THICK) PROGRAM CAS145 PAGE 6 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 11:45 AM ESTIMATE NO. 41 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 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 900 MM BITUMINOUS COATED CORRUGATED M 1,000.0000 8,000.00 0.000 0.00 STEEL PIPE RISER (4.27 MM THICK) 32 50 MM GATE VALVE EA 250.0000 750.00 0.000 0.00 33 50 MM COPPER PIPE M 200.0000 58,000.00 0.000 0.00 34 CONCRETE (CONCRETE APRON) M3 600.0000 900.00 0.000 0.00 35 MINOR CONCRETE (DITCH LINING) M3 700.0000 49,000.00 0.000 0.00 36 MINOR CONCRETE (TEXTURED PAVING) M2 120.0000 105,600.00 545.670 65,480.40 (GORE PAVING) 37 MINOR CONCRETE (CURB, SIDEWALK AND M3 3,000.0000 3,000.00 1.050 3,150.00 CURB RAMP) 38 MISCELLANEOUS IRON AND STEEL KG 2.0000 20,400.00 4,736.000 9,472.00 S) 39 ISOLATION CASING KG 16.0000 228,800.00 14,702.440 235,239.04 SF) 40 MISCELLANEOUS METAL KG 18.0000 64,800.00 1,500.000 27,000.00 SF)(RESTRAINER - CABLE TYPE) 41 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 27,040.00 3,380.000 27,040.00 SF) 42 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 96,600.00 8,050.000 96,600.00 SF) 43 CHAIN LINK FENCE (TYPE CL-1.2, M 60.0000 7,800.00 92.000 5,520.00 S) VINYL-CLAD) 44 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 9,000.00 194.000 11,640.00 S) 45 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 4,800.00 2.000 2,400.00 S) 46 DELINEATOR (CLASS 1) EA 50.0000 1,000.00 0.000 0.00 47 GUARD RAILING DELINEATOR EA 20.0000 340.00 30.000 600.00 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 CONCRETE BARRIER (TYPE K) M 40.0000 3,200.00 0.000 0.00 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 REMOVABLE BOLLARD EA 2,000.0000 4,000.00 2.000 4,000.00 52 TERMINAL SYSTEM (TYPE SRT) EA 2,700.0000 5,400.00 4.000 10,800.00 S) 53 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 4.000 4,000.00 S) 54 CRASH CUSHION (REACT 9SCBS) EA 55,000.0000 275,000.00 3.000 165,000.00 S) 55 CONCRETE BARRIER (TYPE 60S MODIFIED) M 180.0000 90,900.00 25.000 4,500.00 F) 56 CONCRETE BARRIER (TYPE 60SE MODIFIED) M 150.0000 138,900.00 353.800 53,070.00 F) 57 CONCRETE BARRIER (TYPE 60S) M 170.0000 372,300.00 1,668.180 283,590.60 PROGRAM CAS145 PAGE 7 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 11:45 AM ESTIMATE NO. 41 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 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 60SC) M 240.0000 26,400.00 260.870 62,608.80 59 CONCRETE BARRIER (TYPE 732 MODIFIED) M 150.0000 376,950.00 2,513.000 376,950.00 F) 60 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 61 CONCRETE BARRIER (TYPE KA26A) M 170.0000 32,300.00 237.060 40,300.20 62 CONCRETE BARRIER (TYPE 736S) M 300.0000 23,100.00 0.000 0.00 63 CONCRETE BARRIER (TYPE 736SV) M 500.0000 38,500.00 0.000 0.00 64 THERMOPLASTIC PAVEMENT MARKING M2 31.0000 3,720.00 183.740 5,695.94 183.740 5,695.94 S) 65 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,520.00 603.000 1,206.00 603.000 1,206.00 S) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 150.00 36.000 108.00 36.000 108.00 S) (BROKEN 5.18 M - 2.14 M) 67 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 25,200.00 4,321.000 4,321.00 4,911.000 4,911.00 S) 68 PAINT PAVEMENT MARKING M2 20.0000 280.00 7.800 156.00 14.770 295.40 S) 69 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 9,740.00 304.000 608.00 344.000 688.00 S) 70 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 7,260.00 388.000 1,164.00 428.000 1,284.00 S) 71 MODIFY SIGNAL & LIGHTING LS 40,000.0000 40,000.00 1.000 40,000.00 S) 72 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 1.000 400,000.00 S) 73 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 3,000.00 0.000 0.00 S) 74 LIGHTING CONDUIT (BRIDGE) M 50.0000 5,000.00 125.000 6,250.00 75 COMMUNICATION CONDUIT (BRIDGE) M 50.0000 2,500.00 70.000 3,500.00 76 FIBER OPTIC COMMUNICATION SYSTEM LS 120,000.0000 120,000.00 1.000 120,000.00 S) 77 HIGH OCCUPANCY VEHICLE SYSTEM LS 1250,000.0000 1,250,000.00 1.000 1,250,000.00 78 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 79 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 40,000.00 16.000 40,000.00 CONCRETE PILE (SIGN FOUNDATION) 80 METAL BEAM GUARD RAILING M 110.0000 15,400.00 644.280 70,870.80 S) 81 TUBULAR PIPE HANDRAILING M 280.0000 63,000.00 42.220 11,821.60 279.280 78,198.40 F) 82 CONCRETE BARRIER (TYPE 732A MODIFIED) M 190.0000 201,970.00 1,166.203 221,578.57 F) 83 TRANSITION RAILING (TYPE WB) EA 3,500.0000 14,000.00 3.000 10,500.00 84 TERMINAL SYSTEM (TYPE ET) EA 3,500.0000 7,000.00 1.000 3,500.00 PROGRAM CAS145 PAGE 8 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 11:45 AM ESTIMATE NO. 41 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 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 86,155.24 29,637,155.73 ADJUSTMENT OF COMPENSATION 68,886.27 381,245.20 EXTRA WORK 189,726.58 3,106,418.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 344,768.09 33,124,819.14 85 MOBILIZATION LS 3100,000.0000 3,100,000.00 1.000 3,100,000.00 ORIGINAL CONTRACT AMOUNT 32,228,492.00 TOTAL WORK COMPLETED 344,768.09 36,224,819.14 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -105,468.92 TOTAL 334,768.09 36,119,350.22 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 07/15/08 745 46 175 10 100% 100% CARDENAS, VICTOR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/08