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 04/26/04 EST. NO.18 TIME 07:55 AM R.E. NAME: ANGHA, ALEX 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 0015 181.81 E.W. @ F.A.(+) 010703 N KB0150 0107 169.80 082903 N KB1120 0108 130.62 090203 N KB1130 0110 195.93 090803 N KB1150 0113 137.19 092503 N KB1180 011 0015 780.27 E.W. @ F.A.(+) 101503 N KB0130 014 0004 472.13 E.W. @ F.A.(+) 122302 N KB0020 015 0010 74.91 E.W. @ F.A.(+) 030703 N KB0060 037 0002 66.02 E.W. @ F.A.(+) 102703 N KB0010 0004 948.49 102803 N KB0030 0005 1,242.67 103003 N KB0040 4,399.84 TOTAL THIS ESTIMATE 928,555.36 TOTAL PREVIOUS ESTIMATE 932,955.20 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 04/26/04 EST. NO.18 TIME 07:55 AM R.E. NAME: ANGHA, ALEX 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 25% RETENTION SCHEDU -20,252.00 16 25% RETENTION SCHEDL -118,407.74 17 FEB 25% RETENT SCHED 20,252.00 18 25% RETENTION SCHED -17,125.00 18 3,127.00 -151,614.54 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 12 MISSING DOCUMENTS 10,000.00 13 MISSING DOCUMENTS -10,000.00 18 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -6,873.00 -161,614.54 PROGRAM CAS145 PAGE 1 DATE 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 07:55 AM ESTIMATE NO. 18 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 04/20/04 R.E. NAME: ANGHA, ALEX DATE OF THIS ESTIMATE 04/26/04 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 0.750 7,500.00 02 TIME-RELATED OVERHEAD WDAY 4,500.0000 1,080,000.00 337.000 1,516,500.00 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 0.983 85,521.00 05 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.975 78,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 190,000.0000 190,000.00 0.973 184,870.00 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 14.000 28,000.00 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 5,129.100 25,645.50 20 REMOVE CHAIN LINK FENCE M 6.4800 10,368.00 1,329.600 8,615.81 21 REMOVE METAL BEAM GUARD RAILING M 20.0000 600.00 30.000 600.00 22 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 3.1000 4,650.00 923.000 2,861.30 PROGRAM CAS145 PAGE 2 DATE 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 07:55 AM ESTIMATE NO. 18 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 04/20/04 R.E. NAME: ANGHA, ALEX DATE OF THIS ESTIMATE 04/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,525.700 3,258.15 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 37.050 741.00 26 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 880.00 23.130 462.60 (YELLOW) 27 REMOVE PAVEMENT MARKER EA 0.7800 499.20 1,683.000 1,312.74 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 6.000 342.00 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 74.160 4,672.08 34 REMOVE INLET EA 550.0000 4,400.00 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 36,459.90 980.000 23,353.40 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 4,800.00 220.040 2,200.40 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 27.000 3,831.30 48 RESET ROADSIDE SIGN (TWO POST) EA 230.0000 690.00 3.500 805.00 49 RESET ROADSIDE SIGN (STRAP AND SADDLE EA 110.0000 550.00 1.000 110.00 BRACKET METHOD) PROGRAM CAS145 PAGE 3 DATE 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 07:55 AM ESTIMATE NO. 18 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 04/20/04 R.E. NAME: ANGHA, ALEX DATE OF THIS ESTIMATE 04/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 440.00 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 4.500 8,100.00 54 MODIFY MANHOLE EA 1,500.0000 1,500.00 1.000 1,500.00 55 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 21.0000 14,490.00 738.680 15,512.28 S) (30 MM MAXIMUM) 56 REMOVE CONCRETE (CURB AND GUTTER) M 14.0000 9,240.00 1,096.480 15,350.72 57 REMOVE CONCRETE SIDEWALK M2 14.0000 4,340.00 1,354.980 18,969.72 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 1.000 35,000.00 61 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,500.0000 25,500.00 1.000 25,500.00 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 12,834.710 102,164.29 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 10,540.00 170.000 10,540.00 F) 68 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 63.0000 52,290.00 654.000 41,202.00 F) 69 STRUCTURE BACKFILL (BRIDGE) M3 30.5000 151,920.50 4,981.000 151,920.50 F) 70 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 306,900.00 15,306.100 306,122.00 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 13,300.00 266.000 13,300.00 F) 74 PERVIOUS BACKFILL MATERIAL (RETAINING M3 49.7100 73,670.22 1,480.490 73,595.16 F) WALL) 75 EARTH RETAINING STRUCTURE M2 259.7000 1,125,280.10 4,333.000 1,125,280.10 F) 76 SOIL NAIL ASSEMBLY M 45.0000 156,240.00 3,187.000 143,415.00 S) PROGRAM CAS145 PAGE 4 DATE 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 07:55 AM ESTIMATE NO. 18 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 04/20/04 R.E. NAME: ANGHA, ALEX DATE OF THIS ESTIMATE 04/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 52,337.450 146,544.86 78 HIGHWAY PLANTING LS 170,000.0000 170,000.00 0.844 143,480.00 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 11.800 2,124.00 S) 81 FIBER (EROSION CONTROL) KG 0.5200 1,664.00 4,720.000 2,454.40 S) 82 PURE LIVE SEED (EROSION CONTROL) KG 60.0000 2,760.00 65.490 3,929.40 S) 83 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 600.00 885.000 885.00 S) 84 STABILIZING EMULSION (EROSION CONTROL) KG 1.1400 1,824.00 2,360.000 2,690.40 S) 85 TRANSPLANT PALM TREE EA 1,700.0000 17,000.00 10.000 17,000.00 S) 86 MAINTAIN EXISTING PLANTS LS 13,000.0000 13,000.00 0.058 754.00 0.957 12,441.00 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 0.949 83,512.00 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 1,470.700 50,327.35 91 ASPHALT CONCRETE (TYPE A) TONN 62.0500 317,075.50 3,391.030 210,413.41 92 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 21.0000 2,520.00 38.600 810.60 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 70.000 70,581.70 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 3,284.000 1,261,220.20 F) 01 STRUCTURAL CONCRETE, RETAINING WALL M3 276.4200 1,699,706.58 116.640 32,241.63 6,001.920 1,659,050.73 F) 02 STRUCTURAL CONCRETE, BARRIER SLAB M3 330.0000 253,770.00 769.000 253,770.00 F) 03 STRUCTURAL CONCRETE, APPROACH SLAB M3 340.0000 162,180.00 477.000 162,180.00 F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 07:55 AM ESTIMATE NO. 18 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 04/20/04 R.E. NAME: ANGHA, ALEX DATE OF THIS ESTIMATE 04/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 83.290 99,705.63 06 ARCHITECTURAL TREATMENT M2 172.0500 870,056.85 220.000 37,851.00 6,809.760 1,171,619.21 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 12,276.00 131.000 12,969.00 S) 14 JOINT SEAL (MR 50 MM) M 255.7800 14,067.90 54.000 13,812.12 S) 15 BAR REINFORCING STEEL (BRIDGE) KG 0.9400 501,490.00 533,500.000 501,490.00 SF) 16 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1000 486,149.40 8,995.000 9,894.50 413,686.000 455,054.60 SF) 17 SHOTCRETE M3 560.0000 103,040.00 -31.000 -17,360.00 153.000 85,680.00 F) 18 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.6600 38,428.20 5,770.000 38,428.20 S) WITH WALKWAY) 19 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.3200 19,156.40 5,597.000 18,582.04 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 4.000 360.00 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 7.000 1,704.71 28 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 313.7300 12,549.20 51.100 16,031.60 29 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 64,000.00 117.950 23,590.00 30 450 MM REINFORCED CONCRETE PIPE M 232.9400 10,948.18 46.900 10,924.89 PROGRAM CAS145 PAGE 6 DATE 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 07:55 AM ESTIMATE NO. 18 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 04/20/04 R.E. NAME: ANGHA, ALEX DATE OF THIS ESTIMATE 04/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.750 4,750.00 (1.63 MM THICK) 35 SLOPE PAVING (CONCRETE) M3 530.0000 3,180.00 15.200 8,056.00 F) 36 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 108,500.00 14.630 5,120.50 419.920 146,972.00 CONSTRUCTION) 37 MINOR CONCRETE (GUTTER) M 19.0000 12,654.00 310.000 5,890.00 F) 38 MISCELLANEOUS IRON AND STEEL KG 2.6500 12,614.00 3,580.000 9,487.00 S) 39 CHAIN LINK FENCE (TYPE CL-1.8) M 16.0000 1,760.00 329.680 5,274.88 S) 40 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 260.0000 1,560.00 5.000 1,300.00 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 5,436.00 151.000 5,436.00 SF) 44 CHAIN LINK RAILING (TYPE 7) M 36.0000 6,444.00 118.000 4,248.00 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 43,940.00 169.000 43,940.00 F) 47 CABLE RAILING M 25.8500 29,805.05 970.120 25,077.60 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 111,410.00 835.000 108,550.00 F) 52 CONCRETE BARRIER (TYPE 736 MODIFIED) M 188.3600 5,650.80 30.000 5,650.80 F) 53 CONCRETE BARRIER (TYPE 732A) M 140.0000 67,340.00 282.000 39,480.00 F) 54 THERMOPLASTIC PAVEMENT MARKING M2 26.0000 10,660.00 273.630 7,114.38 S) 55 THERMOPLASTIC TRAFFIC STRIPE M 2.1000 1,890.00 626.100 1,314.81 S) (SPRAYABLE) 56 PAINT TRAFFIC STRIPE (2-COAT) M 0.5200 4,113.20 8,277.940 4,304.53 S) 57 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.1000 1,239.00 524.000 1,100.40 S) PROGRAM CAS145 PAGE 7 DATE 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 07:55 AM ESTIMATE NO. 18 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 04/20/04 R.E. NAME: ANGHA, ALEX DATE OF THIS ESTIMATE 04/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,139.00 475.000 1,472.50 S) 59 MODIFY SIGN ILLUMINATION LS 40,000.0000 40,000.00 1.000 40,000.00 S) 60 RAMP METERING SYSTEM LS 57,000.0000 57,000.00 0.169 9,633.00 61 MODIFY SIGNAL (LOCATION 1) LS 17,500.0000 17,500.00 1.000 17,500.00 S) 62 MODIFY SIGNAL (LOCATION 2) LS 29,000.0000 29,000.00 1.000 29,000.00 S) 63 MODIFY SIGNAL (LOCATION 3) LS 59,000.0000 59,000.00 0.158 9,322.00 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 1.000 10,000.00 S) 66 MODIFY LIGHTING AND SIGN ILLUMINATION LS 77,500.0000 77,500.00 1.000 77,500.00 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 0.903 157,122.00 S) 69 SYSTEM TESTING AND DOCUMENTATION LS 7,800.0000 7,800.00 0.500 3,900.00 S) 70 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 71 PLACE TIRE SHRED BACKFILL M3 74.0000 42,920.00 580.000 42,920.00 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 PROGRAM CAS145 PAGE 8 DATE 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 07:55 AM ESTIMATE NO. 18 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 04/20/04 R.E. NAME: ANGHA, ALEX DATE OF THIS ESTIMATE 04/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 68,501.63 13,678,244.25 ADJUSTMENT OF COMPENSATION 0.00 273,291.69 EXTRA WORK 4,399.84 659,663.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 72,901.47 14,611,199.45 74 MOBILIZATION LS 140,000.0000 140,000.00 1.000 140,000.00 ORIGINAL CONTRACT AMOUNT 14,208,872.86 TOTAL WORK COMPLETED 72,901.47 14,751,199.45 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -6,873.00 -161,614.54 TOTAL 66,028.47 14,589,584.91 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 05/10/04 321 26 97 0 94% 95% PROGRESS IS SATISFACTORY ANGHA, ALEX RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 04/26/04