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 12/24/03 EST. NO.14 TIME 09:17 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 --------------------------------------------------------------------------- 008 0051 537.51 E.W. @ F.A.(+) 102003 N 051 0 0052 77.87 102103 N 052 0 012 0010 431.30 E.W. @ F.A.(+) 100903 N 010 0 0011 644.12 102103 N 011 0 031 0002 19,360.36 E.W. @ F.A.(+) 060603 N 2 0 0003 7,087.68 A.C. @ U.P.(+) 110703 N 3 0 038 0003 2,088.14 A.C. @ U.P.(+) 121903 N 3 0 039 0001 2,900.00 E.W. @ L.S.(+) 121903 N 1 0 0002 20,200.00 A.C. @ L.S.(+) 121903 N 2 0 040 0003 1,330.00 A.C. @ L.S.(+) 121903 N 3 0 54,656.98 TOTAL THIS ESTIMATE 826,077.35 TOTAL PREVIOUS ESTIMATE 880,734.33 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 12/24/03 EST. NO.14 TIME 09:17 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 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 12 MISSING DOCUMENTS 10,000.00 13 0.00 0.00 TOTAL DEDUCTIONS 0.00 -16,081.80 PROGRAM CAS145 PAGE 1 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 09:17 AM ESTIMATE NO. 14 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 12/19/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 12/24/03 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 0.750 7,500.00 02 TIME-RELATED OVERHEAD WDAY 4,500.0000 1,080,000.00 19.000 85,500.00 248.000 1,116,000.00 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 0.026 2,262.00 0.949 82,563.00 05 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.100 8,000.00 0.900 72,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 190,000.0000 190,000.00 0.020 3,800.00 0.953 181,070.00 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 4,789.680 23,948.40 20 REMOVE CHAIN LINK FENCE M 6.4800 10,368.00 1,269.000 8,223.12 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 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 09:17 AM ESTIMATE NO. 14 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 12/19/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,525.700 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 15.840 316.80 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 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 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 36,459.90 945.980 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 4,800.00 220.040 2,200.40 220.040 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 3.500 496.65 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 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 09:17 AM ESTIMATE NO. 14 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 12/19/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 1.000 1,800.00 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 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 5.000 315.00 567.560 35,756.28 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 306,900.00 113.000 2,260.00 15,278.500 305,570.00 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 28.800 1,431.65 1,480.490 73,595.16 F) WALL) 75 EARTH RETAINING STRUCTURE M2 259.7000 1,125,280.10 70.000 18,179.00 4,264.000 1,107,360.80 F) 76 SOIL NAIL ASSEMBLY M 45.0000 156,240.00 217.000 9,765.00 2,734.000 123,030.00 S) PROGRAM CAS145 PAGE 4 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 09:17 AM ESTIMATE NO. 14 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 12/19/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 52,337.450 146,544.86 78 HIGHWAY PLANTING LS 170,000.0000 170,000.00 0.480 81,600.00 0.480 81,600.00 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 11.800 2,124.00 S) 81 FIBER (EROSION CONTROL) KG 0.5200 1,664.00 4,720.000 2,454.40 4,720.000 2,454.40 S) 82 PURE LIVE SEED (EROSION CONTROL) KG 60.0000 2,760.00 64.290 3,857.40 64.290 3,857.40 S) 83 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 600.00 885.000 885.00 885.000 885.00 S) 84 STABILIZING EMULSION (EROSION CONTROL) KG 1.1400 1,824.00 2,360.000 2,690.40 2,360.000 2,690.40 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 1.000 13,000.00 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 0.349 30,712.00 0.578 50,864.00 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 14.630 907.79 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 28.000 28,232.68 42.000 42,349.02 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 3,227.760 1,239,621.23 F) 01 STRUCTURAL CONCRETE, RETAINING WALL M3 276.4200 1,699,706.58 5,704.700 1,576,893.17 F) 02 STRUCTURAL CONCRETE, BARRIER SLAB M3 330.0000 253,770.00 717.000 236,610.00 F) 03 STRUCTURAL CONCRETE, APPROACH SLAB M3 340.0000 162,180.00 452.000 153,680.00 F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 09:17 AM ESTIMATE NO. 14 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 12/19/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.900 1,077.38 81.490 97,550.86 06 ARCHITECTURAL TREATMENT M2 172.0500 870,056.85 108.180 18,612.37 6,448.060 1,109,388.72 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 12,969.00 131.000 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 486,149.40 396,097.000 435,706.70 SF) 17 SHOTCRETE M3 560.0000 103,040.00 28.150 15,764.00 184.000 103,040.00 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 19,156.40 173.000 574.36 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 1.300 407.85 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 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 09:17 AM ESTIMATE NO. 14 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 12/19/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.400 2,400.00 4.750 4,750.00 (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 10.260 3,591.00 390.520 136,682.00 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 12,614.00 362.000 959.30 3,580.000 9,487.00 S) 39 CHAIN LINK FENCE (TYPE CL-1.8) M 16.0000 1,760.00 148.000 2,368.00 329.680 5,274.88 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 5,436.00 151.000 5,436.00 SF) 44 CHAIN LINK RAILING (TYPE 7) M 36.0000 6,444.00 112.000 4,032.00 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 29,805.05 218.000 5,635.30 970.120 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 27.000 3,510.00 802.000 104,260.00 F) 52 CONCRETE BARRIER (TYPE 736 MODIFIED) M 188.3600 5,650.80 5.000 941.80 30.000 5,650.80 F) 53 CONCRETE BARRIER (TYPE 732A) M 140.0000 67,340.00 269.300 37,702.00 F) 54 THERMOPLASTIC PAVEMENT MARKING M2 26.0000 10,660.00 94.200 2,449.20 273.630 7,114.38 S) 55 THERMOPLASTIC TRAFFIC STRIPE M 2.1000 1,890.00 188.400 395.64 626.100 1,314.81 S) (SPRAYABLE) 56 PAINT TRAFFIC STRIPE (2-COAT) M 0.5200 4,113.20 2,979.340 1,549.26 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 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 09:17 AM ESTIMATE NO. 14 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 12/19/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,139.00 146.000 452.60 475.000 1,472.50 S) 59 MODIFY SIGN ILLUMINATION LS 40,000.0000 40,000.00 0.304 12,160.00 0.950 38,000.00 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 0.567 9,922.50 1.000 17,500.00 S) 62 MODIFY SIGNAL (LOCATION 2) LS 29,000.0000 29,000.00 0.310 8,990.00 1.000 29,000.00 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 0.358 3,580.00 1.000 10,000.00 S) 66 MODIFY LIGHTING AND SIGN ILLUMINATION LS 77,500.0000 77,500.00 0.144 11,160.00 0.900 69,750.00 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 0.068 11,832.00 0.900 156,600.00 S) 69 SYSTEM TESTING AND DOCUMENTATION LS 7,800.0000 7,800.00 0.255 1,989.00 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 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334834 TIME 09:17 AM ESTIMATE NO. 14 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 12/19/03 R.E. NAME: ROJAS, JUAN DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 423,080.73 12,782,013.31 ADJUSTMENT OF COMPENSATION 30,705.82 267,155.67 EXTRA WORK 23,951.16 613,578.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 477,737.71 13,662,747.64 74 MOBILIZATION LS 140,000.0000 140,000.00 1.000 140,000.00 ORIGINAL CONTRACT AMOUNT 14,208,872.86 TOTAL WORK COMPLETED 477,737.71 13,802,747.64 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -16,081.80 TOTAL 477,737.71 13,786,665.84 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 03/24/04 248 22 69 0 90% 80% PROGRESS IS SATISFACTORY ROJAS, JUAN RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 12/24/03