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 07/23/04 EST. NO.16 TIME 10:20 AM R.E. NAME: VALDOVINOS, VICTOR 07-1257U4 --------------------------------------------------------------------------- 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 0087 38.98 E.W. @ F.A.(+) 030804 N 0298.0 0114 208.94 052104 Y 0406.0 0115 185.51 051404 Y 0430.0 0118 50.08 050304 Y 0395.0 0126 167.72 052504 Y 0468.0 0127 277.82 052604 Y 0469.0 0128 128.11 052704 Y 0470.0 0129 71.48 060704 Y 0471.0 0130 172.18 060704 Y 0472.0 0131 467.72 060704 Y 0473.0 0132 659.23 060804 Y 0474.0 0133 283.56 061004 Y 0475.0 002 0020 1,542.51 E.W. @ F.A.(+) 041604 N 0382 0 0032 2,260.32 052704 N 0445 0 0033 1,133.14 060404 N 0446 0 0034 735.00 060804 N 0447 0 003 0002 232.63 E.W. @ F.A.(+) 060404 Y 0476.0 009 0034 1,488.44 E.W. @ F.A.(+) 121103 N 0218.0 013 0007 235.95 E.W. @ F.A.(+) 052404 Y 0477.0 0008 308.80 060304 Y 0478.0 018 0016 780.20 E.W. @ F.A.(+) 021804 N 0449 0 0017 1,225.47 021904 N 0450 0 025 0021 821.85 E.W. @ F.A.(+) 122303 N 0233.0 0027 146.65 010604 N 0253.0 0048 1,396.94 040804 N 0392 0 0072 1,181.72 032604 N 0291.0 0073 1,122.23 032704 N 0292.0 0074 630.64 032904 N 0295.0 0075 321.21 052504 Y 0481.0 0076 318.92 052604 Y 0482.0 0077 318.92 052704 Y 0483.0 0078 268.85 060104 Y 0484.0 0079 268.85 060304 Y 0485.0 0080 268.85 060404 Y 0486.0 0081 322.72 060704 Y 0487.0 0082 268.85 060804 Y 0488.0 0083 268.85 060904 Y 0489.0 0084 268.85 061004 Y 0490.0 0085 323.33 061104 Y 0491.0 0086 323.33 052404 Y 0480.0 0087 367.18 051404 Y 0479.0 0088 154.97 040604 N 0297A0 029 0029 1,025.15 E.W. @ F.A.(+) 060304 N 0448 0 0030 349.53 040104 Y 0492.0 035 0018 276.03 E.W. @ F.A.(+) 092903 N 0451A0 0019 276.03 093003 N 0452A0 0020 276.03 100103 N 0453A0 0021 276.03 100203 N 0454A0 0022 276.03 100303 N 0455A0 0023 276.03 100603 N 0456A0 0024 276.03 100703 N 0457A0 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 07/23/04 EST. NO.16 TIME 10:20 AM R.E. NAME: VALDOVINOS, VICTOR 07-1257U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0025 276.03 100803 N 0458A0 0026 276.03 100903 N 0459A0 0027 276.03 101003 N 0460A0 0028 276.03 101303 N 0461A0 0029 276.03 101403 N 0462A0 0030 276.03 101503 N 0463A0 0031 276.03 101603 N 0464A0 0032 276.03 101703 N 0465A0 0033 276.03 102003 N 0466A0 0034 276.03 102103 N 0467A0 037 0003 101.33 E.W. @ F.A.(+) 011904 Y 0493.0 044 0001 32,457.00 A.C. @ L.S.(+) 071904 N 1 0 60,643.02 TOTAL THIS ESTIMATE 405,445.18 TOTAL PREVIOUS ESTIMATE 466,088.20 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 07/23/04 EST. NO.16 TIME 10:20 AM R.E. NAME: VALDOVINOS, VICTOR 07-1257U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE REOPENI -43,000.00 08 0.00 -43,000.00 LABOR COMPLIANCE VIOLATION AMERICAN -10,000.00 03 AMERICAN 10,000.00 04 CGO -10,000.00 04 PAYROLLS AUG -10,000.00 05 CGO 10,000.00 06 PAYROLLS AUG 10,000.00 06 OCTOBER PAYROLL -10,000.00 07 NOVEMBER PAYROLL -10,000.00 08 JAN PAYROLL -10,000.00 10 NOVEMBER PAYROLL 10,000.00 10 OCTOBER PAYROLL 10,000.00 10 JAN PAYROLL 10,000.00 11 MARCH PAYROLL -10,000.00 12 APRIL PAYROLL -10,000.00 13 JUNE PAYROLL -10,000.00 14 JULY PAYROLLS -10,000.00 16 -10,000.00 -40,000.00 TOTAL DEDUCTIONS -10,000.00 -83,000.00 PROGRAM CAS145 PAGE 1 DATE 07/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 10:20 AM ESTIMATE NO. 16 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 07/23/04 LOCATION PROGRESS ESTIMATE 07-LA-60-R22.4/R25.0 ----------------- CC MYERS, INC. IN LOS ANGELES COUNTY IN DIAMOND 1822 S. LEWIS STREET BAR AND THE CITY OF INDUSTRY AT ANAHEIM, CA VARIOUS LOCATIONS FED. AID NO. ACST-X037(114)E ,P-X037(114)E CONCRETE BOX GIRDER BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.125 625.00 02 TIME-RELATED OVERHEAD WDAY 4,700.0000 3,760,000.00 21.000 98,700.00 288.000 1,353,600.00 03 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.000 0.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 350,000.0000 350,000.00 0.450 157,500.00 0.450 157,500.00 05 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.850 42,500.00 S) 06 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.026 14,300.00 0.364 200,200.00 S) 07 TYPE III BARRICADE EA 85.0000 1,275.00 3.000 255.00 S) 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 75.0000 3,750.00 106.940 8,020.50 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 31,200.00 2,160.730 1,296.44 27,138.140 16,282.88 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 21,700.00 8.000 280.00 402.000 14,070.00 S) 11 TEMPORARY PAVEMENT MARKER EA 3.0000 101,700.00 1,034.000 3,102.00 14,057.000 42,171.00 S) 12 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,100.0000 2,200.00 0.000 0.00 S) 13 TEMPORARY RAILING (TYPE K) M 45.0000 1,174,500.00 12,043.000 541,935.00 S) 14 TEMPORARY CRASH CUSHION MODULE EA 225.0000 144,000.00 20.000 4,500.00 564.000 126,900.00 S) 15 ABANDON SEWER M 10.0000 7,500.00 743.000 7,430.00 S) 16 CONCRETE SURFACING M2 5.0000 1,000.00 0.000 0.00 17 REMOVE CHAIN LINK FENCE M 12.0000 21,720.00 1,944.690 23,336.28 S) 18 REMOVE METAL BEAM GUARD RAILING M 20.0000 16,200.00 627.380 12,547.60 S) 19 REMOVE TRAFFIC STRIPE M 1.1500 26,450.00 2,290.000 2,633.50 11,957.000 13,750.55 S) 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7500 29,750.00 975.360 1,706.88 19,876.210 34,783.37 S) 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 15.0000 450.00 29.160 437.40 121.240 1,818.60 S) 22 REMOVE PAVEMENT MARKER EA 1.0000 15,900.00 1,064.000 1,064.00 18,385.000 18,385.00 S) PROGRAM CAS145 PAGE 2 DATE 07/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 10:20 AM ESTIMATE NO. 16 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 07/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 200.0000 5,800.00 2.000 400.00 24 REMOVE SIGN STRUCTURE EA 4,000.0000 28,000.00 4.000 16,000.00 25 REMOVE PIPE M 150.0000 60,000.00 282.200 42,330.00 26 REMOVE INLET EA 650.0000 22,750.00 20.000 13,000.00 27 REMOVE HEADWALL EA 750.0000 1,500.00 2.000 1,500.00 28 REMOVE SEWER MANHOLE EA 750.0000 7,500.00 10.000 7,500.00 S) 29 REMOVE SEWER PIPE M 33.0000 231.00 14.000 462.00 S) 30 REMOVE CONCRETE PAVEMENT M2 5.0000 19,150.00 5,139.900 25,699.50 31 RECONSTRUCT CHAIN LINK FENCE M 35.0000 5,250.00 0.000 0.00 S) 32 RECONSTRUCT CHAIN LINK GATE EA 400.0000 400.00 0.000 0.00 S) 33 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 8,500.00 91.460 4,573.00 S) (WOOD POST) 34 RELOCATE ROADSIDE SIGN-ONE POST EA 125.0000 2,250.00 0.000 0.00 35 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 3,500.00 0.000 0.00 36 MODIFY INLET EA 2,300.0000 16,100.00 1.000 2,300.00 1.000 2,300.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 3,600.00 0.000 0.00 S) (45 MM MAXIMUM) 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 8,680.00 0.000 0.00 S) (75 MM MAXIMUM) 39 REMOVE CONCRETE M3 70.0000 60,200.00 125.185 8,762.95 40 REMOVE CONCRETE CURB M 5.0000 12,000.00 1,480.000 7,400.00 41 REMOVE CONCRETE SIDEWALK M2 4.0000 480.00 0.000 0.00 42 REMOVE CONCRETE BARRIER M 17.0000 25,449.00 893.400 15,187.80 43 ACCESS OPENING, SOFFIT EA 2,500.0000 5,000.00 1.300 3,250.00 44 CAP INLET AND RISER EA 800.0000 4,000.00 5.000 4,000.00 45 REMOVE CRASH CUSHION EA 2,500.0000 2,500.00 0.000 0.00 S) 46 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.840 84,000.00 47 ROADWAY EXCAVATION M3 11.0000 770,000.00 -5,600.000 -61,600.00 49,698.130 546,679.43 48 ROADWAY EXCAVATION (TYPE Y) M3 11.0000 128,700.00 8,233.000 90,563.00 (AERIALLY DEPOSITED LEAD) 49 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 PROGRAM CAS145 PAGE 3 DATE 07/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 10:20 AM ESTIMATE NO. 16 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 07/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION M3 25.0000 5,075.00 0.000 0.00 F) 51 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 42,390.00 593.000 17,790.00 F) 52 STRUCTURE EXCAVATION (CULVERT) M3 5.0000 1,940.00 388.190 1,940.95 F) 53 STRUCTURE EXCAVATION (RETAINING WALL) M3 36.0000 796,680.00 8,887.000 319,932.00 F) 54 STRUCTURE EXCAVATION (TYPE Y) M3 5.0000 37,870.00 3,588.250 17,941.25 F) (AERIALLY DEPOSITED LEAD) 55 STRUCTURE BACKFILL M3 20.0000 2,300.00 0.000 0.00 F) 56 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 28,035.00 200.000 7,000.00 F) 57 STRUCTURE BACKFILL (CULVERT) M3 6.0000 480.00 80.000 480.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 17.0000 346,919.00 248.000 4,216.00 4,567.000 77,639.00 F) 59 GRAVEL FILL M3 20.0000 50,840.00 1,251.000 25,020.00 F) 60 PERVIOUS BACKFILL MATERIAL (RETAINING M3 118.0000 74,340.00 16.000 1,888.00 143.000 16,874.00 WALL) 61 SOIL CEMENT M3 150.0000 225,750.00 0.000 0.00 S) 62 EARTH RETAINING STRUCTURE, LOCATION A M2 440.0000 372,680.00 0.000 0.00 F) 63 EARTH RETAINING STRUCTURE, LOCATION B M2 290.0000 1,365,900.00 4,710.000 1,365,900.00 F) 64 EARTH RETAINING STRUCTURE, LOCATION C M2 220.0000 121,660.00 341.000 75,020.00 507.000 111,540.00 F) 65 SOIL NAIL ASSEMBLY M 60.0000 145,740.00 2,560.000 153,600.00 S) 66 IMPORTED BORROW M3 0.0100 53.60 0.000 0.00 67 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 0.0100 82.30 0.000 0.00 68 HIGHWAY PLANTING LS 12,000.0000 12,000.00 0.000 0.00 S) 69 DUFF HA 3,500.0000 21,000.00 0.000 0.00 S) 70 STRAW (EROSION CONTROL) TONN 600.0000 13,800.00 0.000 0.00 S) 71 FIBER (EROSION CONTROL) KG 0.9000 4,041.00 0.000 0.00 S) 72 COMPOST (EROSION CONTROL) KG 0.5000 11,250.00 0.000 0.00 S) 73 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,500.00 0.000 0.00 S) 74 PURE LIVE SEED (EROSION CONTROL) KG 60.0000 12,000.00 0.000 0.00 S) 75 STABILIZING EMULSION (EROSION CONTROL) KG 3.7500 3,337.50 0.000 0.00 S) 76 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 07/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 10:20 AM ESTIMATE NO. 16 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 07/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 0.100 1,500.00 S) 78 200 MM CORRUGATED HIGH DENSITY M 155.0000 26,350.00 71.580 11,094.90 S) POLYETHYLENE PIPE CONDUIT 79 EXTEND 200 MM CONDUIT M 450.0000 81,000.00 4.000 1,800.00 S) 80 CLASS 4 AGGREGATE SUBBASE M3 14.0000 69,720.00 2,529.630 35,414.82 81 CLASS 2 AGGREGATE BASE M3 24.0000 108,240.00 1,706.260 40,950.24 82 AGGREGATE BASE (APPROACH SLAB) M3 150.0000 12,000.00 13.000 1,950.00 83 CLASS 3 AGGREGATE BASE M3 21.0000 405,300.00 7,615.200 159,919.20 84 LEAN CONCRETE BASE M3 130.0000 1,755,000.00 5,757.960 748,534.80 85 ASPHALT CONCRETE (TYPE B) TONN 50.0000 350,000.00 3,588.010 179,400.50 86 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 70.0000 32,900.00 0.000 0.00 87 PLACE ASPHALT CONCRETE DIKE M 2.5000 13,200.00 504.880 1,262.20 88 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.0000 15,000.00 7.820 93.84 AREA) 89 CONCRETE PAVEMENT M3 165.0000 4,191,000.00 3,509.839 579,123.44 8,429.839 1,390,923.44 90 CONCRETE PAVEMENT (RAMP TERMINI) M3 275.0000 46,750.00 0.000 0.00 91 REPLACE CONCRETE PAVEMENT M3 350.0000 129,500.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 92 SEAL PAVEMENT JOINT M 3.2500 52,000.00 0.000 0.00 93 SEAL LONGITUDINAL ISOLATION JOINT M 7.5000 93,750.00 0.000 0.00 94 TIE BAR (DRILL AND BOND) EA 6.0000 1,560.00 0.000 0.00 95 GRIND EXISTING CONCRETE M2 5.0000 37,300.00 5,030.740 25,153.70 S) PAVEMENT 96 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 275.0000 28,325.00 0.000 0.00 PILING 97 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 240.0000 206,160.00 0.000 0.00 S) PILING 98 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,025.0000 78,925.00 55.000 56,375.00 S) PILING 99 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 184,800.00 60.800 200,640.00 S) PILING 00 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 274,400.00 12.600 35,280.00 45.700 127,960.00 S) PILING 01 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,350.0000 426,300.00 93.120 405,072.00 S) PILING 02 3.4 M CAST-IN-DRILLED HOLE CONCRETE M 4,500.0000 900,000.00 35.100 157,950.00 66.200 297,900.00 S) PILING 03 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 525.0000 98,175.00 90.000 47,250.00 S) PILING PROGRAM CAS145 PAGE 5 DATE 07/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 10:20 AM ESTIMATE NO. 16 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 07/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 900 MM CAST-IN-DRILLED HOLE CONCRETE M 525.0000 35,700.00 57.000 29,925.00 S) PILING (ROCK SOCKET) 05 1.2 M CAST-IN-DRILLED HOLE CONCRETE M 750.0000 7,500.00 0.000 0.00 S) PILING (ROCK SOCKET) 06 1.8 M CAST-IN-DRILLED HOLE CONCRETE M 2,800.0000 64,400.00 23.000 64,400.00 S) PILING (ROCK SOCKET) 07 2.4 M CAST-IN-DRILLED HOLE CONCRETE M 3,500.0000 364,000.00 11.400 39,900.00 48.556 169,946.00 S) PILING (ROCK SOCKET) 08 3.0 M CAST-IN-DRILLED HOLE CONCRETE M 3,700.0000 521,700.00 138.942 514,085.40 S) PILING (ROCK SOCKET) 09 3.4 M CAST-IN-DRILLED HOLE CONCRETE M 3,800.0000 1,022,200.00 36.835 139,973.00 73.925 280,915.00 S) PILING (ROCK SOCKET) 10 PRESTRESSING CAST-IN-PLACE CONCRETE LS 475,000.0000 475,000.00 0.060 28,500.00 S) 11 TIEBACK ANCHOR EA 2,100.0000 136,500.00 65.000 136,500.00 S) 12 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 50,750.00 70.000 24,500.00 F) 13 STRUCTURAL CONCRETE, BRIDGE M3 371.0000 6,034,315.00 802.740 297,816.54 1,263.080 468,602.68 F) 14 STRUCTURAL CONCRETE, RETAINING WALL M3 325.0000 2,438,475.00 323.000 104,975.00 2,634.850 856,326.25 F) 15 STRUCTURAL CONCRETE, BARRIER SLAB M3 420.0000 650,580.00 0.000 0.00 F) 16 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 86,450.00 0.000 0.00 F) (TYPE N) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 83,250.00 20.000 15,000.00 (TYPE R) 18 STRUCTURAL CONCRETE APPROACH SLAB M3 900.0000 5,400.00 0.000 0.00 F) (TYPE R MODIFIED) 19 CLASS 1 CONCRETE (BOX CULVERT) M3 600.0000 48,000.00 78.990 47,394.00 F) 20 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 205,800.00 10.050 10,552.50 86.210 90,520.50 F) 21 MINOR CONCRETE (PIPE ENCASEMENT) M3 150.0000 465.00 10.700 1,605.00 22 MINOR CONCRETE (BACKFILL) M3 145.0000 17,400.00 30.310 4,394.95 23 PAVING NOTCH EXTENSION M3 5,600.0000 16,800.00 0.500 2,800.00 24 ARCHITECTURAL TREATMENT M2 35.0000 2,450.00 0.000 0.00 F) 25 FRACTURED RIB TEXTURE M2 55.0000 96,855.00 1,140.000 62,700.00 1,761.000 96,855.00 F) 26 CORE CONCRETE (101 MM - 150 MM) M 580.0000 3,480.00 6.000 3,480.00 S) 27 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 135.0000 315,495.00 0.000 0.00 SF) 28 SOUND WALL (MASONRY BLOCK) M2 135.0000 246,375.00 0.000 0.00 SF) 29 PTFE BEARING EA 2,000.0000 40,000.00 7.500 15,000.00 S) 30 PTFE SPHERICAL BEARING EA 2,500.0000 62,500.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 10:20 AM ESTIMATE NO. 16 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 07/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 JOINT SEAL (MR 15 MM) M 120.0000 4,920.00 0.000 0.00 S) 32 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,100.0000 49,500.00 0.000 0.00 S) 33 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,600.0000 110,400.00 0.000 0.00 S) 34 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,000.0000 62,000.00 0.000 0.00 S) 35 BAR REINFORCING STEEL (BRIDGE) KG 0.9200 4,223,812.00 5,592.000 5,144.64 1,555,462.420 1,431,025.43 SF) 36 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2500 630,925.00 6,380.000 7,975.00 172,705.000 215,881.25 SF) 37 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 5,459.00 7,927.000 7,927.00 SF) 38 HEADED BAR REINFORCEMENT EA 7.0000 109,109.00 1,892.000 13,244.00 1,892.000 13,244.00 SF) 39 SHOTCRETE M3 870.0000 168,780.00 193.519 168,361.53 F) 40 ISOLATION CASING KG 0.5000 41,200.00 100.000 50.00 20,400.000 10,200.00 SF) 41 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.4000 86,618.40 0.000 0.00 SF) 42 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6500 12,795.90 0.000 0.00 SF) 43 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 458,120.00 0.000 0.00 F) 44 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 62,991.50 0.000 0.00 SF) 45 760 MM CAST-IN-DRILLED-HOLE M 750.0000 6,750.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 46 920 MM CAST-IN-DRILLED-HOLE M 950.0000 61,750.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 47 1070 MM CAST-IN-DRILLED-HOLE M 1,300.0000 26,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 48 1370 MM CAST-IN-DRILLED-HOLE M 2,300.0000 78,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 49 METAL (BARRIER MOUNTED SIGN) KG 15.0000 16,800.00 0.000 0.00 50 METAL (WALL MOUNTED SIGN) KG 15.0000 3,450.00 0.000 0.00 51 ROADSIDE SIGN - ONE POST EA 150.0000 1,950.00 0.000 0.00 52 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 1,400.00 0.000 0.00 METHOD) 53 INSTALL SIGN PANEL ON EXISTING FRAME M2 60.0000 1,680.00 0.000 0.00 54 450 MM REINFORCED CONCRETE PIPE M 150.0000 22,500.00 60.500 9,075.00 55 600 MM REINFORCED CONCRETE PIPE M 160.0000 257,600.00 10.700 1,712.00 746.260 119,401.60 56 750 MM REINFORCED CONCRETE PIPE M 250.0000 6,000.00 0.900 225.00 57 PREFABRICATED VERTICAL DRAIN M 1.9000 123,424.00 51,625.000 98,087.50 S) PROGRAM CAS145 PAGE 7 DATE 07/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 10:20 AM ESTIMATE NO. 16 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 07/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 80 MM PLASTIC PIPE (EDGE DRAIN) M 17.0000 110,330.00 2,673.700 45,452.90 59 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 40.0000 17,200.00 195.830 7,833.20 60 GRATED LINE DRAIN M 220.0000 37,400.00 0.000 0.00 61 450 MM CORRUGATED STEEL PIPE RISER M 1,100.0000 11,000.00 5.500 6,050.00 (2.01 MM THICK) 62 600 MM CONCRETE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 63 600 MM PRECAST CONCRETE PIPE MANHOLE M 400.0000 720.00 0.800 320.00 64 200 MM CAST IRON PIPE M 325.0000 3,575.00 11.000 3,575.00 S) 65 200 MM VITRIFIED CLAY PIPE M 130.0000 16,900.00 129.000 16,770.00 S) (EXTRA STRENGTH) 66 250 MM VITRIFIED CLAY PIPE M 145.0000 91,350.00 629.000 91,205.00 S) (EXTRA STRENGTH) 67 300 MM VITRIFIED CLAY PIPE M 190.0000 2,090.00 12.000 2,280.00 S) (EXTRA STRENGTH) 68 CONCRETE SEWER MANHOLE EA 2,300.0000 23,000.00 7.000 16,100.00 S) 69 ROCK SLOPE PROTECTION M3 100.0000 430.00 0.000 0.00 (FACING, METHOD B) 70 SLOPE PAVING (SPLIT FACE PAVERS) M2 150.0000 799,500.00 0.000 0.00 71 MINOR CONCRETE (DITCH LINING) M3 900.0000 83,700.00 0.000 0.00 72 MINOR CONCRETE (CHANNEL LINING) M3 275.0000 178,750.00 82.470 22,679.25 73 MINOR CONCRETE (MISCELLANEOUS M3 240.0000 48,000.00 32.820 7,876.80 CONSTRUCTION) 74 MINOR CONCRETE (GUTTER) M 400.0000 292,000.00 71.000 28,400.00 F) 75 MISCELLANEOUS IRON AND STEEL KG 1.7500 44,768.50 2,604.000 4,557.00 7,168.000 12,544.00 SF) 76 MANHOLE FRAME AND COVER EA 275.0000 2,750.00 10.000 2,750.00 S) 77 MISCELLANEOUS METAL KG 6.0000 69,420.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 78 MISCELLANEOUS METAL, DECK DRAIN KG 4.0000 89,200.00 1,600.000 6,400.00 SF) 79 MISCELLANEOUS METAL (BRIDGE) KG 1.0000 9,860.00 0.000 0.00 SF) 80 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 42,960.00 217.620 5,222.88 S) 81 GUARD RAILING DELINEATOR EA 25.0000 100.00 0.000 0.00 82 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 2,700.00 0.000 0.00 83 METAL BEAM GUARD RAILING (WOOD POST) M 65.0000 42,900.00 32.100 2,086.50 39.700 2,580.50 S) 84 CONCRETE BARRIER (TYPE 50A) M 100.0000 900.00 9.000 900.00 F) PROGRAM CAS145 PAGE 8 DATE 07/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 10:20 AM ESTIMATE NO. 16 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 07/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CABLE RAILING M 20.0000 12,500.00 0.000 0.00 SF) 86 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 50,000.00 2.000 5,000.00 4.000 10,000.00 S) 87 TERMINAL SYSTEM (TYPE CAT) EA 4,500.0000 4,500.00 0.000 0.00 S) 88 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 500.0000 500.00 0.000 0.00 S) 89 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 18,200.00 1.000 700.00 4.000 2,800.00 S) 90 CRASH CUSHION, SAND FILLED EA 4,000.0000 8,000.00 0.000 0.00 S) 91 CRASH CUSHION (ADIEM) EA 18,000.0000 36,000.00 0.000 0.00 S) 92 CONCRETE BARRIER (TYPE 60) M 100.0000 230,000.00 1,335.340 133,534.00 93 CONCRETE BARRIER (TYPE 60W) M 85.0000 23,800.00 0.000 0.00 94 CONCRETE BARRIER (TYPE 60A) M 230.0000 223,790.00 0.000 0.00 F) 95 CONCRETE BARRIER (TYPE 60C) M 100.0000 66,000.00 0.000 0.00 96 CONCRETE BARRIER (TYPE 60D) M 135.0000 58,590.00 70.000 9,450.00 F) 97 CONCRETE BARRIER (TYPE 60D MOD) M 85.0000 37,570.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 60E) M 140.0000 53,200.00 64.600 9,044.00 99 CONCRETE BARRIER (TYPE 736) M 145.0000 394,255.00 0.000 0.00 F) 00 CONCRETE BARRIER (TYPE 736 MOD) M 160.0000 240,800.00 0.000 0.00 F) 01 CONCRETE BARRIER (TYPE 736A) M 120.0000 237,360.00 0.000 0.00 F) 02 CONCRETE BARRIER (TYPE 736A MOD) M 165.0000 132,165.00 0.000 0.00 F) 03 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 9,750.00 0.000 0.00 S) 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 45,920.00 0.000 0.00 S) 05 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 10,000.00 0.000 0.00 S) 06 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 4,305.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 26,640.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 08 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 860.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 09 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 1,850.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 10 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 12,100.00 0.000 0.00 S) 11 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 16,180.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 07/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 10:20 AM ESTIMATE NO. 16 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 07/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 LIGHTING (TEMPORARY) LS 125,000.0000 125,000.00 0.499 62,375.00 0.711 88,875.00 S) 13 HIGHWAY ADVISORY RADIO (LOCATION OR043) LS 40,000.0000 40,000.00 0.000 0.00 S) 14 SIZE 78 CONDUIT M 45.0000 9,450.00 61.000 2,745.00 S) (TRENCHED IN UNPAVED AREA) 15 SIZE 78 TYPE 1 CONDUIT (JACKED) M 80.0000 6,400.00 76.000 6,080.00 S) 16 TWO-SIZE 103 CONDUITS M 85.0000 40,800.00 0.000 0.00 S) (TRENCHED IN UNPAVED AREA) 17 TWO-SIZE 103 CONDUITS M 115.0000 109,250.00 140.000 16,100.00 140.000 16,100.00 S) (TRENCHED IN ASPHALT) 18 TWO-SIZE 103 TYPE 1 CONDUITS M 135.0000 31,050.00 152.000 20,520.00 S) (JACKED) 19 TWO-SIZE 103 TYPE 1 CONDUITS M 60.0000 162,000.00 548.000 32,880.00 2,067.000 124,020.00 S) (TRENCHED IN CONCRETE) 20 SIZE 25 INNERDUCT M 5.0000 60,500.00 0.000 0.00 S) 21 SIZE 32 INNERDUCT M 8.0000 52,080.00 0.000 0.00 S) 22 COMMUNICATION CONDUIT (BRIDGE) M 110.0000 25,520.00 48.000 5,280.00 48.000 5,280.00 SF) 23 MODIFY TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 0.326 4,890.00 S) 24 TRAFFIC MONITORING STATION LS 10,000.0000 10,000.00 0.000 0.00 S) (RELOCATE - LOCATION 2714) 25 TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.611 12,220.00 S) (LOCATION 2163) 26 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.453 13,590.00 S) (LOCATION 2363) 27 CLOSED CIRCUIT TELEVISION CAMERA LS 10,000.0000 10,000.00 0.000 0.00 S) (RELOCATE - LOCATION PO226) 28 CLOSED CIRCUIT TELEVISION CAMERA LS 35,000.0000 35,000.00 0.193 6,755.00 S) (LOCATION OR043) 29 CLOSED CIRCUIT TELEVISION CAMERA LS 30,000.0000 30,000.00 0.180 5,400.00 S) (LOCATION PO247) 30 CABLE NODE (RELOCATE - LOCATION PO237) LS 8,000.0000 8,000.00 0.000 0.00 S) 31 VIDEO NODE (LOCATION PO247) LS 10,000.0000 10,000.00 0.000 0.00 S) 32 EQUIPMENT AT SAN GABRIEL VALLEY HUB LS 50,000.0000 50,000.00 0.000 0.00 S) 33 COLLECTOR METERING SYSTEM LS 35,000.0000 35,000.00 0.000 0.00 S) 34 RAMP METERING SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 0.149 4,470.00 S) 35 RAMP METERING SYSTEM (LOCATION 2) LS 30,000.0000 30,000.00 0.184 5,520.00 S) 36 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 0.000 0.00 S) 37 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 10,000.0000 10,000.00 0.000 0.00 S) 38 MODIFY LIGHTING AND SIGN ILLUMINATION LS 65,000.0000 65,000.00 0.021 1,365.00 0.221 14,365.00 S) PROGRAM CAS145 PAGE 10 DATE 07/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 10:20 AM ESTIMATE NO. 16 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 07/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 12 SINGLEMODE FIBER OPTIC CABLE M 2.0000 5,560.00 0.000 0.00 S) 40 36 SINGLEMODE FIBER OPTIC CABLE M 4.0000 20,320.00 0.000 0.00 S) 41 48 SINGLEMODE FIBER OPTIC CABLE M 6.0000 18,360.00 0.000 0.00 S) 42 72 SINGLEMODE FIBER OPTIC CABLE M 7.0000 21,350.00 0.000 0.00 S) 43 FIBER OPTIC SPLICE CLOSURE EA 1,000.0000 7,000.00 0.000 0.00 S) 44 TWISTED PAIR SPLICE CLOSURE EA 900.0000 3,600.00 0.000 0.00 S) 45 TWISTED PAIR CABLE (6 PAIR) M 8.0000 2,400.00 0.000 0.00 S) 46 TWISTED PAIR CABLE (50 PAIR) M 9.0000 18,720.00 0.000 0.00 S) 47 NO. 6 PULL BOX EA 800.0000 4,000.00 0.000 0.00 S) 48 COMMUNICATION PULL BOX EA 1,500.0000 28,500.00 6.000 9,000.00 6.000 9,000.00 S) 49 REMOVE PULL BOX EA 200.0000 1,600.00 0.000 0.00 S) 50 SPLICE VAULT EA 3,200.0000 16,000.00 5.000 16,000.00 S) 51 SYSTEM TESTING AND DOCUMENTATION LS 60,000.0000 60,000.00 0.112 6,720.00 0.112 6,720.00 S) PROGRAM CAS145 PAGE 11 DATE 07/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 10:20 AM ESTIMATE NO. 16 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 07/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,909,803.84 15,079,565.92 ADJUSTMENT OF COMPENSATION 32,457.00 32,405.68 EXTRA WORK 28,186.02 433,682.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,970,446.86 15,545,654.12 52 MOBILIZATION LS 4691,000.0000 4,691,000.00 0.950 4,456,450.00 ORIGINAL CONTRACT AMOUNT 50,582,426.70 TOTAL WORK COMPLETED 1,970,446.86 20,002,104.12 MATERIALS ON HAND ON SITE 353,753.57 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -83,000.00 TOTAL 1,960,446.86 20,272,857.69 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 04/23/03 920 05/08/03 05/06/03 08/03/06 288 9 0 1 39% 36% PROGRESS IS SATISFACTORY VALDOVINOS, VICTOR RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 07/23/04