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 08/26/03 EST. NO.10 TIME 11:10 AM R.E. NAME: ROJAS, JUAN 08-334834 --------------------------------------------------------------------------- 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 0056 150.25 E.W. @ F.A.(+) 041603 N KB0560 0057 150.25 041703 N KB0570 0058 138.69 041803 N KB0580 0059 92.46 042303 N KB0590 0061 231.14 042803 N KB0610 0062 150.25 050503 N KB0620 0063 173.36 050703 N KB0630 0064 184.92 051203 N KB0640 0065 184.92 070803 N KB0650 003 0001-1 -770.00 E.W. @ F.A.(+) 021803 N KB0010 DAO CORRECTING ENTRY 004 0001 350.00 E.W. @ F.A.(+) 021803 N C1 0 008 0001-1 -1,576.87 E.W. @ F.A.(+) 120402 N 001 0 DAO CORRECTING ENTRY 0001-2 1,576.87 120402 N 001 0 DAO CORRECTING ENTRY 0030 957.56 062403 N 44 0 0031 1,613.91 062303 N 43 0 0032 545.07 061603 N 42 0 0033 791.66 062503 N 45 0 0034 2,174.46 050103 N 35 0 0035 289.02 050203 N 36 0 0036 1,479.33 050503 N 37 0 0037 25.65 050503 N 38 0 0038 1,195.83 050603 N 39 0 0039 696.23 052803 N 41 0 0040 1,323.45 042203 N 34 0 0041 3,098.52 042103 N 33 0 0042 748.75 041703 N 32 0 0043 1,855.36 041603 N 31 0 0044 1,989.60 041503 N 30 0 0045 4,231.29 041103 N 29 0 015 0006-1 -228.92 E.W. @ F.A.(+) 012703 N KB0020 DAO CORRECTING ENTRY 0006-2 114.46 012703 N KB0020 DAO CORRECTING ENTRY 0007-1 -45.45 020603 N KB0030 DAO CORRECTING ENTRY 0007-2 22.73 020603 N KB0030 DAO CORRECTING ENTRY 0008 206.18 020703 N KB0040 0009 313.00 021803 N KB0050 0011 149.84 031703 N KB0080 0012 166.38 041103 N KB0100 0013 413.90 031403 N KB0070 0014 814.37 040203 N KB0090 016 0001 1,850.33 E.W. @ F.A.(+) 010403 N KB0010 021 0001 34,500.00 E.W. @ L.S.(+) 082103 N 1 0 026 0002 44,000.00 E.W. @ L.S.(+) 082003 N 2 0 029 0001 588.20 A.C. @ F.A.(+) 052803 N 40 0 030 0001 34,900.00 E.W. @ L.S.(+) 081903 N 1 0 031 0001 37,650.00 E.W. @ L.S.(+) 081903 N 1 0 032 0001 16,500.00 E.W. @ L.S.(+) 081903 N 1 0 195,966.95 TOTAL THIS ESTIMATE 251,365.30 TOTAL PREVIOUS ESTIMATE 447,332.25 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 08/26/03 EST. NO.10 TIME 11:10 AM R.E. NAME: ROJAS, JUAN 08-334834 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE SUBMISION SCHE -217,328.80 05 UPDATE SCHEDULE 217,328.00 06 CLOSURE-LATE OPENING -11,081.00 07 NON-SUBMIT SCHEDULE -606,565.79 08 NON-SUBMIT SCHEDULE 606,565.79 09 O/STATE MAT. INSPECT -5,000.00 09 0.00 -16,081.80 TOTAL DEDUCTIONS 0.00 -16,081.80 PROGRAM CAS145 PAGE 1 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 11:10 AM ESTIMATE NO. 10 BID OPENING 09/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 08/26/03 LOCATION PROGRESS ESTIMATE 08-RIV-91-20.3/21.6 ----------------- 08-RIV-60-11.5/12.1 SEMA CONSTRUCTION INC. IN RIVERSIDE COUNTY IN RIVERSIDE AT 2 SOUTH POINTE DR. SUITE 295 VARIOUS LOCATIONS LAKE FOREST, CA 92630 FED. AID NO. ACNH-X065(75)E WIDEN BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500.00 0.750 7,500.00 02 TIME-RELATED OVERHEAD WDAY 4,500.0000 1,080,000.00 23.000 103,500.00 174.000 783,000.00 03 PREPARE STORM WATER POLLUTION LS 2,900.0000 2,900.00 0.750 2,175.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 87,000.0000 87,000.00 0.083 7,221.00 0.814 70,818.00 05 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.700 56,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 190,000.0000 190,000.00 0.083 15,770.00 0.747 141,930.00 S) 07 FLASHING ARROW SIGN EA 990.0000 5,940.00 0.000 0.00 S) 08 TYPE III BARRICADE EA 40.0000 1,520.00 18.000 720.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.2900 11,196.90 2,120.500 9,096.95 S) 10 TEMPORARY PAVEMENT MARKING (TAPE) M2 41.0000 9,020.00 126.030 5,167.23 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 47.0000 2,679.00 105.000 4,935.00 S) 12 FLASHING BEACON (PORTABLE) EA 831.0000 48,198.00 0.000 0.00 S) 13 TEMPORARY PAVEMENT MARKER EA 4.0000 344.00 542.000 2,168.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,000.0000 30,000.00 1.000 2,000.00 12.000 24,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 60.4800 82,252.80 1,647.000 99,610.56 S) 16 TEMPORARY CRASH CUSHION MODULE EA 199.0000 41,790.00 202.000 40,198.00 S) 17 TEMPORARY TRAFFIC SCREEN M 6.6800 29,124.80 1,799.600 12,021.33 S) 18 TEMPORARY RETAINING WALL M2 190.0000 42,750.00 225.000 42,750.00 19 OBLITERATE SURFACING M2 5.0000 26,200.00 2,467.530 12,337.65 20 REMOVE CHAIN LINK FENCE M 6.4800 10,368.00 1,182.000 7,659.36 21 REMOVE METAL BEAM GUARD RAILING M 20.0000 600.00 30.000 600.00 22 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 3.1000 4,650.00 387.000 1,199.70 PROGRAM CAS145 PAGE 2 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 11:10 AM ESTIMATE NO. 10 BID OPENING 09/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED TRAFFIC STRIPE M 1.2900 2,167.20 2,015.700 2,600.25 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 160.00 338.800 677.60 25 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 1,320.00 19.910 398.20 26 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 880.00 23.130 462.60 (YELLOW) 27 REMOVE PAVEMENT MARKER EA 0.7800 499.20 1,329.000 1,036.62 28 REMOVE ROADSIDE SIGN (WOOD POST) EA 115.0000 2,070.00 13.000 1,495.00 29 REMOVE SIGN STRUCTURE EA 6,200.0000 6,200.00 0.000 0.00 30 REMOVE SIGN PANEL EA 57.0000 399.00 0.000 0.00 31 REMOVE BRIDGE MOUNTED SIGN EA 3,600.0000 10,800.00 3.000 10,800.00 32 REMOVE ASPHALT CONCRETE DIKE M 12.0000 1,800.00 0.000 0.00 33 REMOVE CULVERT M 63.0000 10,080.00 3.000 189.00 74.160 4,672.08 34 REMOVE INLET EA 550.0000 4,400.00 2.000 1,100.00 7.000 3,850.00 35 REMOVE HEADWALL EA 1,500.0000 1,500.00 1.000 1,500.00 36 REMOVE MANHOLE EA 550.0000 550.00 1.000 550.00 37 REMOVE JUNCTION BOX EA 1,000.0000 1,000.00 1.000 1,000.00 38 REMOVE ABANDONED GAS LINE M 80.0000 4,800.00 33.500 2,680.00 39 REMOVE ABANDONED ELECTRIC VAULT EA 550.0000 550.00 0.000 0.00 40 REMOVE SEWER PIPE M 40.0000 3,200.00 3.000 120.00 41 REMOVE BASE AND SURFACING M3 19.0000 8,930.00 470.100 8,931.90 42 REMOVE DELINEATOR EA 20.0000 200.00 0.000 0.00 43 SALVAGE METAL BEAM GUARD RAILING M 23.8300 36,459.90 945.980 22,542.70 44 SALVAGE DOUBLE METAL BEAM BARRIER M 31.0000 14,570.00 148.000 4,588.00 45 RECONSTRUCT CHAIN LINK FENCE M 10.0000 4,800.00 0.000 0.00 46 RESET OBJECT MARKER EA 51.0000 204.00 0.000 0.00 47 RESET ROADSIDE SIGN (ONE POST) EA 141.9000 6,101.70 4.000 567.60 48 RESET ROADSIDE SIGN (TWO POST) EA 230.0000 690.00 1.500 345.00 49 RESET ROADSIDE SIGN (STRAP AND SADDLE EA 110.0000 550.00 1.000 110.00 BRACKET METHOD) PROGRAM CAS145 PAGE 3 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 11:10 AM ESTIMATE NO. 10 BID OPENING 09/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RELOCATE ROADSIDE SIGN-ONE POST EA 110.0000 660.00 1.000 110.00 51 RELOCATE ROADSIDE SIGN-TWO POST EA 320.0000 320.00 0.000 0.00 52 ADJUST SEWER MANHOLE EA 970.0000 1,940.00 0.000 0.00 53 MODIFY INLET EA 1,800.0000 10,800.00 0.000 0.00 54 MODIFY MANHOLE EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500.00 55 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 21.0000 14,490.00 0.000 0.00 S) (30 MM MAXIMUM) 56 REMOVE CONCRETE (CURB AND GUTTER) M 14.0000 9,240.00 25.200 352.80 387.480 5,424.72 57 REMOVE CONCRETE SIDEWALK M2 14.0000 4,340.00 6.700 93.80 1,153.500 16,149.00 58 REMOVE CONCRETE (CHANNEL) M3 610.0000 1,220.00 2.000 1,220.00 59 BRIDGE REMOVAL LS 119,200.0000 119,200.00 0.800 95,360.00 60 BRIDGE REMOVAL (PORTION), LOCATION A LS 35,000.0000 35,000.00 0.700 24,500.00 61 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,500.0000 25,500.00 0.600 15,300.00 62 BRIDGE REMOVAL (PORTION), LOCATION C LS 4,500.0000 4,500.00 1.000 4,500.00 63 CLEARING AND GRUBBING LS 130,000.0000 130,000.00 1.000 130,000.00 64 ROADWAY EXCAVATION M3 7.9600 74,187.20 620.420 4,938.54 10,973.440 87,348.58 65 STRUCTURE EXCAVATION (BRIDGE) M3 19.5000 97,422.00 4,996.000 97,422.00 F) 66 STRUCTURE EXCAVATION (RETAINING WALL) M3 22.3100 301,541.96 13,475.920 300,647.78 F) 67 STRUCTURE EXCAVATION (TIEBACK WALL) M3 62.0000 10,540.00 67.000 4,154.00 F) 68 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 63.0000 52,290.00 562.560 35,441.28 F) 69 STRUCTURE BACKFILL (BRIDGE) M3 30.5000 151,920.50 302.000 9,211.00 3,050.000 93,025.00 F) 70 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 306,900.00 206.000 4,120.00 6,108.100 122,162.00 F) 71 STRUCTURE BACKFILL (TIEBACK WALL) M3 232.7300 2,560.03 0.000 0.00 F) 72 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 108.6000 7,493.40 0.000 0.00 F) 73 PERVIOUS BACKFILL MATERIAL M3 50.0000 13,300.00 60.000 3,000.00 219.000 10,950.00 F) 74 PERVIOUS BACKFILL MATERIAL (RETAINING M3 49.7100 73,670.22 677.490 33,678.03 F) WALL) 75 EARTH RETAINING STRUCTURE M2 259.7000 1,125,280.10 3,250.000 844,025.00 F) 76 SOIL NAIL ASSEMBLY M 45.0000 156,240.00 126.000 5,670.00 1,980.000 89,100.00 S) PROGRAM CAS145 PAGE 4 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 11:10 AM ESTIMATE NO. 10 BID OPENING 09/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 IMPORTED BORROW M3 2.8000 214,480.00 12,885.540 36,079.51 45,834.440 128,336.43 78 HIGHWAY PLANTING LS 170,000.0000 170,000.00 0.000 0.00 S) 79 ROCK BLANKET (TYPE 1) M2 36.0000 9,360.00 0.000 0.00 S) 80 STRAW (EROSION CONTROL) TONN 180.0000 1,440.00 0.000 0.00 S) 81 FIBER (EROSION CONTROL) KG 0.5200 1,664.00 0.000 0.00 S) 82 PURE LIVE SEED (EROSION CONTROL) KG 60.0000 2,760.00 0.000 0.00 S) 83 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 600.00 0.000 0.00 S) 84 STABILIZING EMULSION (EROSION CONTROL) KG 1.1400 1,824.00 0.000 0.00 S) 85 TRANSPLANT PALM TREE EA 1,700.0000 17,000.00 9.500 16,150.00 S) 86 MAINTAIN EXISTING PLANTS LS 13,000.0000 13,000.00 0.087 1,131.00 0.766 9,958.00 S) 87 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0.00 S) 88 IRRIGATION SYSTEM LS 88,000.0000 88,000.00 0.017 1,496.00 S) 89 300 MM CORRUGATED HIGH DENSITY M 257.2800 3,859.20 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 90 CLASS 2 AGGREGATE BASE M3 34.2200 67,413.40 0.000 0.00 91 ASPHALT CONCRETE (TYPE A) TONN 62.0500 317,075.50 313.100 19,427.86 92 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 21.0000 2,520.00 0.000 0.00 93 ASPHALTIC EMULSION (PAINT BINDER) TONN 517.0833 310.25 0.000 0.00 94 FURNISH STEEL PILING (HP 250 X 85) M 36.6700 132,012.00 3,600.000 132,012.00 95 DRIVE STEEL PILE (HP 250 X 85) EA 500.0000 128,000.00 256.000 128,000.00 S) 96 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 138.0000 214,038.00 1,549.500 213,831.00 S) PILING 97 PRESTRESSING CAST-IN-PLACE CONCRETE LS 64,000.0000 64,000.00 1.000 64,000.00 S) 98 TIEBACK ANCHOR EA 1,008.3100 70,581.70 14.000 14,116.34 S) 99 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 134.6600 141,258.34 1,049.000 141,258.34 F) 00 STRUCTURAL CONCRETE, BRIDGE M3 384.0500 1,261,220.20 205.960 79,098.94 3,071.590 1,179,644.14 F) 01 STRUCTURAL CONCRETE, RETAINING WALL M3 276.4200 1,699,706.58 328.510 90,806.73 5,419.020 1,497,925.51 F) 02 STRUCTURAL CONCRETE, BARRIER SLAB M3 330.0000 253,770.00 0.000 0.00 F) 03 STRUCTURAL CONCRETE, APPROACH SLAB M3 340.0000 162,180.00 72.000 24,480.00 72.000 24,480.00 F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 11:10 AM ESTIMATE NO. 10 BID OPENING 09/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 3 CONCRETE (BACKFILL) M3 350.0000 1,400.00 0.000 0.00 05 MINOR CONCRETE (MINOR STRUCTURE) M3 1,197.0900 102,949.74 20.220 24,205.16 42.870 51,319.25 06 ARCHITECTURAL TREATMENT M2 172.0500 870,056.85 700.000 120,435.00 4,594.600 790,500.93 F) 07 DRILL AND BOND DOWEL M 200.0000 41,600.00 208.000 41,600.00 08 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,100.0000 54,600.00 6.000 54,600.00 S) GIRDER (20 M - 25 M) 09 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,851.4200 137,919.88 14.000 137,919.88 S) GIRDER (25 M - 30 M) 10 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,978.4300 215,611.74 18.000 215,611.74 S) GIRDER (30 M - 35 M) 11 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,545.7000 54,182.80 4.000 54,182.80 S) GIRDER (35 M - 40 M) 12 ERECT PRECAST PRESTRESSED CONCRETE EA 2,177.7700 91,466.34 42.000 91,466.34 S) GIRDER 13 JOINT SEAL (MR 15 MM) M 99.0000 12,276.00 0.000 0.00 S) 14 JOINT SEAL (MR 50 MM) M 255.7800 14,067.90 0.000 0.00 S) 15 BAR REINFORCING STEEL (BRIDGE) KG 0.9400 501,490.00 28,416.000 26,711.04 532,693.000 500,731.42 SF) 16 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1000 486,149.40 431,007.000 474,107.70 SF) 17 SHOTCRETE M3 560.0000 103,040.00 9.200 5,152.00 155.850 87,276.00 F) 18 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.6600 38,428.20 0.000 0.00 S) WITH WALKWAY) 19 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.3200 19,156.40 0.000 0.00 S) WITH WALKWAY) 20 FURNISH SIGN STRUCTURE (TRUSS) KG 7.5000 42,000.00 0.000 0.00 S) 21 INSTALL SIGN STRUCTURE (TRUSS) KG 1.6100 9,016.00 0.000 0.00 S) 22 920 MM CAST-IN-DRILLED-HOLE M 1,900.0000 13,300.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 23 ROADSIDE SIGN - ONE POST EA 90.0000 630.00 0.000 0.00 S) 24 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 650.00 0.000 0.00 S) METHOD) 25 INSTALL ROADSIDE SIGN PANEL ON EA 110.0000 660.00 0.000 0.00 S) EXISTING POST 26 INSTALL ROADSIDE SIGN EA 320.0000 640.00 0.000 0.00 S) (LAMINATED WOOD BOX POST) 27 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 243.5300 12,176.50 1.000 243.53 28 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 313.7300 12,549.20 1.000 313.73 19.000 5,960.87 29 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 64,000.00 1.000 200.00 16.300 3,260.00 30 450 MM REINFORCED CONCRETE PIPE M 232.9400 10,948.18 33.900 7,896.67 33.900 7,896.67 PROGRAM CAS145 PAGE 6 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 11:10 AM ESTIMATE NO. 10 BID OPENING 09/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 600 MM REINFORCED CONCRETE PIPE M 250.0000 1,250.00 5.000 1,250.00 32 750 MM REINFORCED CONCRETE PIPE M 280.0000 1,400.00 5.000 1,400.00 33 900 MM REINFORCED CONCRETE PIPE M 420.0000 1,680.00 4.000 1,680.00 34 900 MM CORRUGATED STEEL PIPE INLET M 1,000.0000 5,000.00 2.350 2,350.00 2.350 2,350.00 (1.63 MM THICK) 35 SLOPE PAVING (CONCRETE) M3 530.0000 3,180.00 0.000 0.00 F) 36 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 108,500.00 1.010 353.50 5.010 1,753.50 CONSTRUCTION) 37 MINOR CONCRETE (GUTTER) M 19.0000 12,654.00 0.000 0.00 F) 38 MISCELLANEOUS IRON AND STEEL KG 2.6500 12,614.00 678.000 1,796.70 1,336.000 3,540.40 S) 39 CHAIN LINK FENCE (TYPE CL-1.8) M 16.0000 1,760.00 0.000 0.00 S) 40 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 260.0000 1,560.00 0.000 0.00 S) 41 DELINEATOR (CLASS 1) EA 70.0000 910.00 0.000 0.00 42 METAL BEAM GUARD RAILING (WOOD POST) M 59.0000 8,850.00 0.000 0.00 43 CHAIN LINK RAILING (TYPE 6) M 36.0000 5,436.00 0.000 0.00 SF) 44 CHAIN LINK RAILING (TYPE 7) M 36.0000 6,444.00 0.000 0.00 SF) 45 CONCRETE BARRIER (TYPE K) M 52.0400 168,609.60 1,640.100 85,350.80 46 CONCRETE BARRIER (TYPE 26 MODIFIED) M 260.0000 43,940.00 0.000 0.00 F) 47 CABLE RAILING M 25.8500 29,805.05 550.000 14,217.50 SF) 48 CRASH CUSHION, SAND FILLED EA 1,300.0000 3,900.00 0.000 0.00 S) 49 CONCRETE BARRIER (TYPE 60D) M 270.0000 168,210.00 0.000 0.00 F) 50 CONCRETE BARRIER (TYPE 60SE) M 290.0000 127,600.00 0.000 0.00 F) 51 CONCRETE BARRIER (TYPE 732 MODIFIED) M 130.0000 111,410.00 0.000 0.00 F) 52 CONCRETE BARRIER (TYPE 736 MODIFIED) M 188.3600 5,650.80 0.000 0.00 F) 53 CONCRETE BARRIER (TYPE 732A) M 140.0000 67,340.00 0.000 0.00 F) 54 THERMOPLASTIC PAVEMENT MARKING M2 26.0000 10,660.00 0.000 0.00 S) 55 THERMOPLASTIC TRAFFIC STRIPE M 2.1000 1,890.00 0.000 0.00 S) (SPRAYABLE) 56 PAINT TRAFFIC STRIPE (2-COAT) M 0.5200 4,113.20 2,674.000 1,390.48 S) 57 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.1000 1,239.00 268.000 562.80 S) PROGRAM CAS145 PAGE 7 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 11:10 AM ESTIMATE NO. 10 BID OPENING 09/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 2,139.00 169.000 523.90 S) 59 MODIFY SIGN ILLUMINATION LS 40,000.0000 40,000.00 0.000 0.00 S) 60 RAMP METERING SYSTEM LS 57,000.0000 57,000.00 0.136 7,752.00 61 MODIFY SIGNAL (LOCATION 1) LS 17,500.0000 17,500.00 0.090 1,575.00 S) 62 MODIFY SIGNAL (LOCATION 2) LS 29,000.0000 29,000.00 0.518 15,022.00 S) 63 MODIFY SIGNAL (LOCATION 3) LS 59,000.0000 59,000.00 0.041 2,419.00 S) 64 MODIFY SIGNAL (LOCATION 4) LS 11,000.0000 11,000.00 0.000 0.00 S) 65 MODIFY LIGHTING LS 10,000.0000 10,000.00 0.204 2,040.00 S) 66 MODIFY LIGHTING AND SIGN ILLUMINATION LS 77,500.0000 77,500.00 0.359 27,822.50 S) 67 MODIFY COMMUNICATION HUB ASSEMBLY LS 7,800.0000 7,800.00 0.000 0.00 S) 68 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 174,000.0000 174,000.00 0.063 10,962.00 0.225 39,150.00 S) 69 SYSTEM TESTING AND DOCUMENTATION LS 7,800.0000 7,800.00 0.245 1,911.00 S) 70 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 71 PLACE TIRE SHRED BACKFILL M3 74.0000 42,920.00 0.000 0.00 72 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 73 LEAD COMPLIANCE PLAN LS 3,100.0000 3,100.00 1.000 3,100.00 1.000 3,100.00 PROGRAM CAS145 PAGE 8 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 11:10 AM ESTIMATE NO. 10 BID OPENING 09/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 596,238.12 9,706,955.35 ADJUSTMENT OF COMPENSATION 588.20 588.20 EXTRA WORK 195,378.75 446,744.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 792,205.07 10,154,287.60 74 MOBILIZATION LS 140,000.0000 140,000.00 1.000 140,000.00 ORIGINAL CONTRACT AMOUNT 14,208,872.86 TOTAL WORK COMPLETED 792,205.07 10,294,287.60 MATERIALS ON HAND ON SITE 25,539.10 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -16,081.80 TOTAL 792,205.07 10,303,744.90 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 11/06/02 365 11/12/02 11/21/02 11/26/03 174 12 0 0 68% 73% PROGRESS IS SATISFACTORY ROJAS, JUAN RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 08/26/03