PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/22/06 EST. NO.16 TIME 02:26 PM R.E. NAME: BOBOTIS, MARK 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 --------------------------------------------------------------------------- 001 0009 677.23 E.W. @ F.A.(+) 091605 N 24.0 0 0218 497.19 071806 N 0260.0 0219 497.19 071906 N 0261.0 0220 497.19 072006 N 0262.0 0222 770.04 072406 N 0263.0 0223 281.41 072406 N 0264.0 0224 380.51 072506 N 0266.0 0225 155.07 072406 N 0263.1 0227 405.67 072706 N 0268.0 004 0024 396.00 E.W. @ F.A.(+) 051006 N 184.10 0026 396.00 050806 N 189.10 0027 916.25 051006 N 184.20 0036 269.29 061406 N 237.00 0046 1,877.67 071806 N 0259.1 0047 349.59 072706 N 0271.0 008 0019 175.38 E.W. @ F.A.(+) 080306 N 0276.0 016 0002 120.62 E.W. @ F.A.(+) 051606 N 201.00 018 0016 2,276.37 E.W. @ F.A.(+) 032406 N 131.00 0018 1,559.57 032706 N 140.00 0029 246.84 032206 N 130.10 020 0021 731.12 E.W. @ F.A.(+) 050506 N 181.00 0023 4,658.87 050806 N 185.00 0024 3,401.94 050906 N 190.00 0028 823.57 050506 N 181.10 0032 3,569.99 052306 N 211.00 0033 90.25 052106 N 214.00 0034 396.00 051106 N 183.10 0036 165.00 051106 N 183.20 0037 220.00 052306 N 211.10 0039 1,138.91 051506 N 203.00 0040 4,730.63 042406 N 168.00 0041 514.43 051906 N 205.10 0042 339.99 060806 N 227.00 0043 594.91 060606 N 225.00 0044 1,398.49 060706 N 226.00 0045 991.96 060906 N 228.00 0047 237.93 060706 N 226.10 0049 468.51 061406 N 234.00 0050 237.93 060806 N 227.10 0051 399.37 062306 N 241.00 0052 1,780.63 011106 N 0067.1 031 0002 615.77 E.W. @ F.A.(+) 052306 N 217.00 40,251.28 TOTAL THIS ESTIMATE 276,899.62 TOTAL PREVIOUS ESTIMATE 317,150.90 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 08/22/06 EST. NO.16 TIME 02:26 PM R.E. NAME: BOBOTIS, MARK 11-080934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM 3 MOS OVERDUE -20,000.00 15 0.00 -20,000.00 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 16 -10,000.00 -10,000.00 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 -10,000.00 -40,000.00 TOTAL DEDUCTIONS -20,000.00 -70,000.00 PROGRAM CAS145 PAGE 1 DATE 08/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:26 PM ESTIMATE NO. 16 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 08/20/06 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/22/06 LOCATION PROGRESS ESTIMATE 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 0.031 775.00 0.622 15,550.00 02 TIME-RELATED OVERHEAD WDAY 3,100.0000 1,736,000.00 16.000 49,600.00 304.000 942,400.00 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 0.036 5,760.00 0.538 86,080.00 05 SWEEPER EA 130,000.0000 260,000.00 0.059 7,670.00 1.285 167,050.00 06 TEMPORARY EROSION CONTROL M2 0.5000 25,850.00 21,383.000 10,691.50 S) 07 TEMPORARY FIBER ROLL M 15.0000 32,550.00 5,741.300 86,119.50 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,400.0000 21,600.00 2.000 4,800.00 15.000 36,000.00 09 MOVE-IN/MOVE-OUT EA 300.0000 3,000.00 3.000 900.00 S) (TEMPORARY EROSION CONTROL) 10 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 7,000.0000 91,000.00 1.000 7,000.00 7.000 49,000.00 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 32.000 4,160.00 13 TEMPORARY DRAINAGE INLET PROTECTION EA 550.0000 29,700.00 15.000 8,250.00 14 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.015 300.00 0.725 14,500.00 S) 15 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.037 11,100.00 0.565 169,500.00 S) 16 TYPE III BARRICADE EA 100.0000 500.00 5.000 500.00 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 24.000 768.00 158.740 5,079.68 S) 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 6,480.00 918.000 2,754.00 18,930.730 56,792.19 S) 20 TEMPORARY PAVEMENT MARKER EA 4.0000 5,720.00 90.000 360.00 4,803.000 19,212.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 13,600.0000 163,200.00 0.437 5,943.20 6.758 91,908.80 S) 22 TEMPORARY RAILING (TYPE K) M 20.0000 123,600.00 418.100 8,362.00 5,061.120 101,222.40 S) PROGRAM CAS145 PAGE 2 DATE 08/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:26 PM ESTIMATE NO. 16 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 08/20/06 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.000 600.00 77.000 3,850.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 200.0000 34,000.00 14.000 2,800.00 150.000 30,000.00 S) 25 ABANDON IRRIGATION CROSSOVER EA 390.0000 1,170.00 1.500 585.00 S) 26 REMOVE CHAIN LINK FENCE M 18.0000 7,200.00 410.000 7,380.00 27 MAINTAIN TEMPORARY FENCE (TYPE ESA) LS 13,000.0000 13,000.00 0.028 364.00 0.586 7,618.00 28 REMOVE METAL BEAM GUARD RAILING M 35.0000 11,200.00 575.100 20,128.50 29 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 11.0000 16,280.00 0.000 0.00 S) 30 REMOVE TRAFFIC STRIPE M 2.0000 34,566.00 364.000 728.00 8,208.890 16,417.78 S) 31 REMOVE PAVEMENT MARKING M2 18.0000 684.00 99.450 1,790.10 32 REMOVE ROADSIDE SIGN EA 150.0000 750.00 2.000 300.00 33 REMOVE INLET EA 1,300.0000 2,600.00 3.000 3,900.00 34 RESET ROADSIDE SIGN EA 350.0000 1,750.00 0.000 0.00 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 0.000 0.00 S) 37 REMOVE CONCRETE BARRIER M 35.0000 16,100.00 259.800 9,093.00 38 REMOVE CONCRETE BARRIER (TYPE K) M 8.0000 12,000.00 0.000 0.00 39 CAP INLET EA 900.0000 900.00 2.000 1,800.00 40 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.020 4,000.00 0.970 194,000.00 41 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.036 720.00 0.539 10,780.00 42 ROADWAY EXCAVATION M3 26.0000 746,200.00 10,773.130 280,101.38 43 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.800 8,000.00 44 STRUCTURE EXCAVATION (BRIDGE) M3 110.0000 115,940.00 1,272.500 139,975.00 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 -1,420.500 -56,820.00 20,422.900 816,916.00 F) 47 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 150,600.00 798.500 95,820.00 F) 48 SLURRY CEMENT BACKFILL M3 260.0000 47,580.00 144.780 37,642.80 F) 49 STRUCTURE BACKFILL (RETAINING WALL) M3 39.0000 1,086,657.00 2,099.700 81,888.30 25,039.500 976,540.50 F) PROGRAM CAS145 PAGE 3 DATE 08/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:26 PM ESTIMATE NO. 16 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 08/20/06 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,193.400 95,472.00 F) WALL) 51 SAND BACKFILL M3 185.0000 5,920.00 0.000 0.00 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 0.000 0.00 F) 54 EARTH RETAINING STRUCTURE, LOCATION 2 M2 420.0000 35,700.00 0.000 0.00 F) 55 EARTH RETAINING STRUCTURE, LOCATION 3 M2 460.0000 28,520.00 0.000 0.00 F) 56 EARTH RETAINING STRUCTURE, LOCATION 4 M2 500.0000 22,500.00 0.000 0.00 F) 57 EARTH RETAINING STRUCTURE, LOCATION 5 M2 350.0000 84,000.00 0.000 0.00 F) 58 EARTH RETAINING STRUCTURE, LOCATION 6 M2 365.0000 94,900.00 0.000 0.00 F) 59 EARTH RETAINING STRUCTURE, LOCATION 7 M2 520.0000 26,000.00 27.500 14,300.00 27.500 14,300.00 F) 60 EARTH RETAINING STRUCTURE, LOCATION 8 M2 430.0000 1,569,500.00 3,176.000 1,365,680.00 F) 61 IMPORTED BORROW M3 0.0100 960.00 8,723.000 87.23 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 1,140.000 6,840.00 1,140.000 6,840.00 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 16.200 5,670.00 16.200 5,670.00 S) POLYETHYLENE PIPE CONDUIT 75 EXTEND 250 MM CONDUIT M 350.0000 7,700.00 0.000 0.00 S) 76 FINISHING ROADWAY LS 28,000.0000 28,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:26 PM ESTIMATE NO. 16 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 08/20/06 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,727.348 174,911.88 78 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 3,000.0000 2,100.00 0.000 0.00 79 ASPHALT CONCRETE (TYPE A) TONN 66.0000 904,200.00 3,194.550 210,840.30 80 PLACE ASPHALT CONCRETE DIKE M 6.0000 7,500.00 610.000 3,660.00 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 581,900.00 238.500 548,550.00 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 1,007,500.00 153.500 997,750.00 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 0.120 21,000.00 S) 93 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 215,000.00 28.000 14,000.00 310.760 155,380.00 F) 94 STRUCTURAL CONCRETE, BRIDGE M3 658.0000 3,776,920.00 506.000 332,948.00 1,963.000 1,291,654.00 F) 95 STRUCTURAL CONCRETE, RETAINING WALL M3 365.0000 2,332,715.00 5,078.300 1,853,579.50 F) 96 STRUCTURAL CONCRETE, BARRIER SLAB M3 360.0000 268,200.00 0.000 0.00 F) 97 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 13,500.00 0.000 0.00 F) (TYPE EQ) 98 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 66,000.00 0.000 0.00 F) (TYPE N) 99 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,400.0000 72,800.00 24.470 34,258.00 00 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 89,600.00 28.620 40,068.00 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 0.000 0.00 F) 03 SWIRLED PLASTER TEXTURE M2 15.0000 73,515.00 4,536.000 68,040.00 F) PROGRAM CAS145 PAGE 5 DATE 08/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:26 PM ESTIMATE NO. 16 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 08/20/06 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 17,760.00 113.300 5,438.40 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 0.000 0.00 S) 07 JOINT SEAL ASSEMBLY (MR 80 MM) M 460.0000 31,280.00 0.000 0.00 S) 08 JOINT SEAL ASSEMBLY (MR 90 MM) M 460.0000 9,200.00 0.000 0.00 S) 09 JOINT SEAL ASSEMBLY (MR 100 MM) M 460.0000 14,720.00 0.000 0.00 S) 10 BAR REINFORCING STEEL (BRIDGE) KG 1.5300 2,495,430.00 187,501.000 286,876.53 858,681.000 1,313,781.93 S) 11 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7600 1,184,480.00 506,935.000 892,205.60 S) 12 HEADED BAR REINFORCEMENT EA 6.0000 19,800.00 500.000 3,000.00 1,600.000 9,600.00 13 FURNISH SIGN STRUCTURE (TUBULAR) KG 6.0000 52,800.00 0.000 0.00 14 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 8,800.00 0.000 0.00 S) 15 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 24,000.00 0.000 0.00 16 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 3.0000 12,000.00 0.000 0.00 S) 17 920 MM CAST-IN-DRILLED-HOLE M 2,500.0000 20,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 18 METAL (RAIL MOUNTED SIGN) KG 25.0000 23,750.00 0.000 0.00 S) 19 ROADSIDE SIGN - ONE POST EA 500.0000 7,500.00 1.000 500.00 20 ROADSIDE SIGN - TWO POST EA 1,000.0000 5,000.00 1.000 1,000.00 21 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 3,000.00 0.000 0.00 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 25 600 MM REINFORCED CONCRETE PIPE M 215.0000 66,650.00 1,012.913 217,776.30 26 150 MM PLASTIC PIPE M 90.0000 27,000.00 0.000 0.00 27 200 MM PLASTIC PIPE M 100.0000 5,000.00 23.790 2,379.00 28 GRATED LINE DRAIN M 250.0000 37,500.00 34.500 8,625.00 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 08/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:26 PM ESTIMATE NO. 16 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 08/20/06 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 105,600.00 220.000 26,400.00 (GORE PAVING) 37 MINOR CONCRETE (CURB, SIDEWALK AND M3 3,000.0000 3,000.00 0.000 0.00 CURB RAMP) 38 MISCELLANEOUS IRON AND STEEL KG 2.0000 20,400.00 1,756.000 3,512.00 S) 39 ISOLATION CASING KG 16.0000 228,800.00 8,753.000 140,048.00 SF) 40 MISCELLANEOUS METAL KG 18.0000 64,800.00 911.000 16,398.00 SF)(RESTRAINER - CABLE TYPE) 41 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 27,040.00 750.000 6,000.00 3,000.000 24,000.00 SF) 42 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 96,600.00 600.000 7,200.00 1,500.000 18,000.00 SF) 43 CHAIN LINK FENCE (TYPE CL-1.2, M 60.0000 7,800.00 0.000 0.00 S) VINYL-CLAD) 44 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 9,000.00 0.000 0.00 S) 45 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 4,800.00 0.000 0.00 S) 46 DELINEATOR (CLASS 1) EA 50.0000 1,000.00 0.000 0.00 47 GUARD RAILING DELINEATOR EA 20.0000 340.00 12.000 240.00 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 0.000 0.00 52 TERMINAL SYSTEM (TYPE SRT) EA 2,700.0000 5,400.00 0.000 0.00 S) 53 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 0.000 0.00 S) 54 CRASH CUSHION (REACT 9SCBS) EA 55,000.0000 275,000.00 0.000 0.00 S) 55 CONCRETE BARRIER (TYPE 60S MODIFIED) M 180.0000 90,900.00 0.000 0.00 F) 56 CONCRETE BARRIER (TYPE 60SE MODIFIED) M 150.0000 138,900.00 0.000 0.00 F) 57 CONCRETE BARRIER (TYPE 60S) M 170.0000 372,300.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 08/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:26 PM ESTIMATE NO. 16 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 08/20/06 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 59 CONCRETE BARRIER (TYPE 732 MODIFIED) M 150.0000 376,950.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 S) 65 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,520.00 0.000 0.00 S) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 150.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 67 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 25,200.00 0.000 0.00 S) 68 PAINT PAVEMENT MARKING M2 20.0000 280.00 0.000 0.00 S) 69 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 9,740.00 0.000 0.00 S) 70 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 7,260.00 0.000 0.00 S) 71 MODIFY SIGNAL & LIGHTING LS 40,000.0000 40,000.00 0.000 0.00 S) 72 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.030 12,000.00 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 0.000 0.00 75 COMMUNICATION CONDUIT (BRIDGE) M 50.0000 2,500.00 0.000 0.00 76 FIBER OPTIC COMMUNICATION SYSTEM LS 120,000.0000 120,000.00 0.000 0.00 S) 77 HIGH OCCUPANCY VEHICLE SYSTEM LS 1250,000.0000 1,250,000.00 0.000 0.00 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 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 80 METAL BEAM GUARD RAILING M 110.0000 15,400.00 219.500 24,145.00 S) 81 TUBULAR PIPE HANDRAILING M 280.0000 63,000.00 0.000 0.00 F) 82 CONCRETE BARRIER (TYPE 732A MODIFIED) M 190.0000 201,970.00 248.970 47,304.30 F) 83 TRANSITION RAILING (TYPE WB) EA 3,500.0000 14,000.00 2.000 7,000.00 84 TERMINAL SYSTEM (TYPE ET) EA 3,500.0000 7,000.00 1.000 3,500.00 PROGRAM CAS145 PAGE 8 DATE 08/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080934 TIME 02:26 PM ESTIMATE NO. 16 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 08/20/06 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 816,307.03 15,177,026.42 ADJUSTMENT OF COMPENSATION 0.00 12,952.00 EXTRA WORK 40,251.28 304,198.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 856,558.31 15,494,177.32 85 MOBILIZATION LS 3100,000.0000 3,100,000.00 0.950 2,945,000.00 ORIGINAL CONTRACT AMOUNT 32,228,492.00 TOTAL WORK COMPLETED 856,558.31 18,439,177.32 MATERIALS ON HAND ON SITE 61,250.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,000.00 -70,000.00 TOTAL 836,558.31 18,430,427.32 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 04/26/05 810 05/11/05 05/11/05 09/05/07 304 19 0 0 56% 54% PROGRESS IS SATISFACTORY BOBOTIS, MARK RESIDENT ENGINEER PROGRAM CAS145 PAGE 16 DATE 08/22/06