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 06/16/04 EST. NO.18 TIME 11:16 AM R.E. NAME: C. BOUZAR/ A. BSAGHERLI 04-2285U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 037 0090 1,471.74 E.W. @ F.A.(+) 071603 N 79.2 0 046 0035 22,946.00 E.W. @ F.A.(+) 050404 N 46.1 0 24,417.74 TOTAL THIS ESTIMATE 1,357,173.45 TOTAL PREVIOUS ESTIMATE 1,381,591.19 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 06/16/04 EST. NO.18 TIME 11:16 AM R.E. NAME: C. BOUZAR/ A. BSAGHERLI 04-2285U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE MAT.INS -500.00 04 AGG.& ANOMALIES -631.00 05 OUT OF STATE INSPECT -4,500.00 05 SURVEY RESTAKING -4,320.00 05 CPM RETENTION -5,000.00 16 SWPPP VIOLATION -10,000.00 16 0.00 -24,951.00 TOTAL DEDUCTIONS 0.00 -24,951.00 PROGRAM CAS145 PAGE 1 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:16 AM ESTIMATE NO. 18 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 06/16/04 LOCATION PROGRESS ESTIMATE 04-CC-680-15.6/24.3 ----------------- RGW CONSTRUCTION INC. IN CONTRA COSTA COUNTY IN WALNUT 550 GREENVILLE ROAD CREEK, CONCORD, PLEASANT HILL AND LIVERMORE, CA 94551-2935 MARTINEZ FROM NORTH MAIN STREET OVERHEAD TO MARINA VISTA BOULEVARD UNDERCROSSING FED. AID NO. ACNH-680 -1(59)N ,I-680 -1(59)N WIDEN EXISTING HIGHWAY FOR HOV ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 5,000.00 02 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 25,000.0000 25,000.00 0.000 0.00 DATA DELIVERY SYSTEM 03 TIME-RELATED OVERHEAD WDAY 3,000.0000 1,200,000.00 20.000 60,000.00 288.000 864,000.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 10,400.00 643.000 25,720.00 856.400 34,256.00 05 TEMPORARY FENCE (TYPE ESA) M 13.0000 10,400.00 971.600 12,630.80 06 PREPARE STORM WATER POLLUTION LS 8,000.0000 8,000.00 0.050 400.00 0.800 6,400.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 46,000.0000 46,000.00 0.050 2,300.00 0.750 34,500.00 08 TEMPORARY SOIL STABILIZER M2 1.0000 71,500.00 84,990.000 84,990.00 09 TEMPORARY SILT FENCE M 5.0000 36,000.00 120.000 600.00 4,598.500 22,992.50 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,040.0000 20,800.00 2.000 2,080.00 22.000 22,880.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 2,080.0000 41,600.00 2.000 4,160.00 16.000 33,280.00 12 TEMPORARY COVER M2 3.0000 16,200.00 14,765.000 44,295.00 13 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 5,625.00 8.000 1,800.00 70.000 15,750.00 14 NON-STORM WATER DISCHARGES LS 20,000.0000 20,000.00 0.050 1,000.00 0.700 14,000.00 15 CONSTRUCTION AREA SIGNS LS 34,000.0000 34,000.00 0.700 23,800.00 S) 16 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.050 15,000.00 0.744 223,200.00 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 21.0000 336.00 0.000 0.00 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 210,800.00 60,436.000 241,744.00 19 PORTABLE DELINEATOR EA 25.0000 1,200.00 153.000 3,825.00 20 TEMPORARY PAVEMENT MARKER EA 6.0000 124,800.00 21,912.000 131,472.00 21 TEMPORARY RAILING (TYPE K) M 18.0000 489,600.00 880.840 15,855.12 17,326.630 311,879.34 22 TEMPORARY CRASH CUSHION MODULE EA 100.0000 54,000.00 48.800 4,880.00 347.700 34,770.00 PROGRAM CAS145 PAGE 2 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:16 AM ESTIMATE NO. 18 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 670.0000 8,040.00 1.000 670.00 24 ABANDON INLET EA 650.0000 1,950.00 0.000 0.00 25 REMOVE CHAIN LINK FENCE M 20.0000 6,800.00 702.000 14,040.00 1,412.000 28,240.00 26 REMOVE METAL BEAM GUARD RAILING M 23.0000 31,740.00 1,371.300 31,539.90 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 86,100.00 22,335.000 67,005.00 STRIPE 28 REMOVE WHITE THERMOPLASTIC M 2.0000 44,200.00 26,543.000 53,086.00 TRAFFIC STRIPE 29 REMOVE PAVEMENT MARKER EA 1.0000 38,900.00 13,613.000 13,613.00 30 REMOVE ROADSIDE SIGN EA 275.0000 6,875.00 0.000 0.00 31 REMOVE SIGN STRUCTURE EA 3,000.0000 51,000.00 7.000 21,000.00 32 REMOVE ASPHALT CONCRETE DIKE M 1.0000 10,200.00 4,582.000 4,582.00 33 REMOVE SACKED CONCRETE SLOPE PROTECTION M3 515.0000 515.00 0.230 118.45 34 REMOVE CULVERT M 53.0000 39,220.00 762.400 40,407.20 35 REMOVE EDGE DRAIN M 6.0000 43,500.00 2,860.000 17,160.00 36 REMOVE INLET EA 430.0000 32,680.00 37.000 15,910.00 37 REMOVE HEADWALL EA 650.0000 2,600.00 1.000 650.00 7.000 4,550.00 38 REMOVE BASE AND SURFACING M3 8.0000 18,400.00 0.000 0.00 39 SALVAGE ROADSIDE SIGN PANEL EA 500.0000 1,500.00 0.000 0.00 40 RECONSTRUCT METAL BEAM GUARD RAILING M 120.0000 6,240.00 0.000 0.00 (WOOD POST) 41 RELOCATE ROADSIDE SIGN-TWO POST EA 850.0000 11,050.00 3.000 2,550.00 42 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0.00 S) 43 ADJUST INLET EA 575.0000 30,475.00 1.000 575.00 44 GRATE LOCKING DEVICE EA 30.0000 2,070.00 0.000 0.00 45 MODIFY INLET EA 570.0000 1,140.00 0.000 0.00 46 MODIFY INLET TO MANHOLE EA 630.0000 4,410.00 1.000 630.00 47 MODIFY MANHOLE EA 1,100.0000 3,300.00 0.000 0.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 188,000.00 109,000.150 109,000.15 S) (30 MM MAXIMUM) 49 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 6,760.00 0.000 0.00 S) (45 MM MAXIMUM) PROGRAM CAS145 PAGE 3 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:16 AM ESTIMATE NO. 18 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 1,200.00 0.000 0.00 S) (60 MM MAXIMUM) 51 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 35,700.00 0.000 0.00 S) (75 MM MAXIMUM) 52 REMOVE CONCRETE M3 230.0000 4,600.00 23.660 5,441.80 53 REMOVE CONCRETE CURB M 6.0000 49,920.00 0.000 0.00 54 REMOVE CONCRETE BARRIER M 25.0000 75,250.00 3,608.980 90,224.50 55 REMOVE CONCRETE ISLAND M3 280.0000 7,000.00 25.000 7,000.00 56 REMOVE UNSOUND CONCRETE M3 4,400.0000 13,200.00 0.000 0.00 57 CLEAN BRIDGE DECK M2 2.0000 9,656.00 0.000 0.00 58 REMOVE SOUND WALL M2 125.0000 7,500.00 60.000 7,500.00 59 CAP INLET EA 450.0000 4,950.00 2.000 900.00 60 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,500.0000 20,500.00 1.000 20,500.00 61 BRIDGE REMOVAL (PORTION), LOCATION B LS 44,000.0000 44,000.00 1.000 44,000.00 62 BRIDGE REMOVAL (PORTION), LOCATION C LS 27,000.0000 27,000.00 0.070 1,890.00 63 BRIDGE REMOVAL (PORTION), LOCATION D LS 15,000.0000 15,000.00 1.000 15,000.00 64 BRIDGE REMOVAL (PORTION), LOCATION E LS 45,000.0000 45,000.00 1.000 45,000.00 65 BRIDGE REMOVAL (PORTION), LOCATION F LS 10,000.0000 10,000.00 1.000 10,000.00 66 BRIDGE REMOVAL (PORTION), LOCATION G LS 10,000.0000 10,000.00 1.000 10,000.00 67 SALVAGE CRASH CUSHION EA 32.0000 3,840.00 12.000 384.00 68 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 0.900 108,000.00 69 REMOVE TREE EA 400.0000 2,000.00 2.000 800.00 5.000 2,000.00 70 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.700 14,000.00 71 ROADWAY EXCAVATION M3 23.0000 1,265,000.00 45,817.000 1,053,791.00 72 ROADWAY EXCAVATION (TYPE Y) M3 15.0000 154,500.00 1.060 15.90 2,283.000 34,245.00 (AERIALLY DEPOSITED LEAD) 73 ROADWAY EXCAVATION (TYPE Z-2) M3 250.0000 7,500.00 6.100 1,525.00 (AERIALLY DEPOSITED LEAD) 74 ROADWAY EXCAVATION (TYPE Z-3) M3 250.0000 32,500.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 75 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 76 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 336,400.00 1,769.000 353,800.00 F) PROGRAM CAS145 PAGE 4 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:16 AM ESTIMATE NO. 18 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 583,150.00 750.000 37,500.00 9,846.000 492,300.00 F) 78 STRUCTURE EXCAVATION (TIEBACK WALL) M3 50.0000 32,750.00 98.000 4,900.00 524.000 26,200.00 F) 79 STRUCTURE BACKFILL (BRIDGE) M3 55.0000 58,080.00 322.000 17,710.00 F) 80 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 343,380.00 2,464.000 73,920.00 6,587.000 197,610.00 F) 81 PERVIOUS BACKFILL MATERIAL M3 45.0000 315.00 0.000 0.00 F) 82 PERVIOUS BACKFILL MATERIAL (RETAINING M3 34.0000 38,488.00 364.000 12,376.00 822.000 27,948.00 F) WALL) 83 SAND BACKFILL M3 90.0000 4,860.00 0.320 28.80 84 DITCH EXCAVATION M3 5.0000 15,000.00 0.000 0.00 85 GEOSYNTHETIC REINFORCEMENT M2 5.0000 17,000.00 149.740 748.70 9,589.000 47,945.00 (GEOSYNTHETIC REINFORCED EMBANKMENT) 86 IMPORTED BORROW TONN 0.0100 602.00 0.000 0.00 87 NATIVE BACKFILL (GEOSYNTHETIC REINFORCED M3 4.0000 32,000.00 6,445.000 25,780.00 EMBANKMENT) 88 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 47.0000 50,290.00 1,040.000 48,880.00 1,040.000 48,880.00 89 SUBGRADE ENHANCEMENT FABRIC M2 10.0000 6,100.00 736.000 7,360.00 90 HIGHWAY PLANTING LS 12,500.0000 12,500.00 0.000 0.00 S) 91 STRAW (EROSION CONTROL) TONN 375.0000 11,250.00 9.720 3,645.00 S) 92 FIBER (EROSION CONTROL) KG 1.0000 4,240.00 2,005.300 2,005.30 S) 93 EROSION CONTROL (TYPE BFM) KG 2.0000 12,380.00 800.000 1,600.00 S) 94 EROSION CONTROL NETTING M2 2.0000 64,000.00 26,563.000 53,126.00 S) 95 FIBER ROLLS M 10.0000 113,000.00 3,072.400 30,724.00 S) 96 DRAINAGE INLET PROTECTION EA 350.0000 4,200.00 0.000 0.00 97 COMPOST (EROSION CONTROL) KG 1.0000 12,500.00 4,200.000 4,200.00 S) 98 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,750.00 2.000 1,500.00 99 PURE LIVE SEED (TYPE 1) KG 38.0000 31,920.00 255.000 9,690.00 S) 00 PURE LIVE SEED (TYPE 2) KG 27.0000 14,850.00 106.100 2,864.70 S) 01 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 1,160.00 0.000 0.00 S) 02 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 900.00 328.000 328.00 S) 03 PLANT ESTABLISHMENT WORK LS 36,000.0000 36,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:16 AM ESTIMATE NO. 18 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 IRRIGATION SYSTEM LS 13,690.0000 13,690.00 0.100 1,369.00 05 NPS 3 SUPPLY LINE (BRIDGE) M 115.0000 17,595.00 0.000 0.00 06 200 MM CORRUGATED HIGH DENSITY M 135.0000 16,200.00 0.000 0.00 F) POLYETHYLENE PIPE CONDUIT 07 200 MM WELDED STEEL PIPE CONDUIT M 235.0000 2,115.00 0.000 0.00 SF)(6.35 MM THICK) 08 CLASS 4 AGGREGATE SUBBASE M3 16.0000 316,000.00 1,098.200 17,571.20 4,564.290 73,028.64 09 CLASS 2 AGGREGATE BASE M3 95.0000 13,300.00 0.000 0.00 10 AGGREGATE BASE (APPROACH SLAB) M3 43.0000 946.00 14.000 602.00 11 CLASS 3 AGGREGATE BASE M3 38.0000 406,600.00 0.000 0.00 12 LEAN CONCRETE BASE M3 140.0000 334,600.00 615.210 86,129.40 13 ASPHALT TREATED PERMEABLE BASE M3 110.0000 29,700.00 0.000 0.00 14 ASPHALT CONCRETE (TYPE A) TONN 50.0000 2,625,000.00 1,479.940 73,997.00 14,428.680 721,434.00 15 ASPHALT CONCRETE (OPEN GRADED) TONN 44.0000 906,400.00 0.000 0.00 16 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 58.5000 1,866,150.00 7,655.680 447,857.28 7,655.680 447,857.28 17 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 80.0000 2,880.00 0.000 0.00 AREA) 18 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.0000 8,840.00 0.000 0.00 19 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.0000 460.00 0.000 0.00 20 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.0000 900.00 0.000 0.00 21 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.0000 19,560.00 0.000 0.00 22 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.0000 1,660.00 0.000 0.00 23 ASPHALTIC EMULSION (PAINT BINDER) TONN 420.0000 134,400.00 15.670 6,581.40 18.225 7,654.50 24 CONCRETE PAVEMENT M3 205.0000 846,650.00 1,583.260 324,568.30 25 REPLACE CONCRETE PAVEMENT M3 585.0000 257,400.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 26 SEAL PAVEMENT JOINT M 4.5000 7,155.00 743.000 3,343.50 27 SEAL LONGITUDINAL ISOLATION JOINT M 5.0000 21,250.00 976.000 4,880.00 28 PORTLAND CEMENT CONCRETE BASE M3 300.0000 84,000.00 43.290 12,987.00 29 FURNISH STEEL PILING (HP 250 X 62) M 20.0000 7,180.00 310.000 6,200.00 30 DRIVE STEEL PILE (HP 250 X 62) EA 1,000.0000 42,000.00 42.000 42,000.00 S) PROGRAM CAS145 PAGE 6 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:16 AM ESTIMATE NO. 18 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH STEEL PILING (HP 360 X 132) M 43.0000 134,848.00 3,306.960 142,199.28 32 DRIVE STEEL PILE (HP 360 X 132) EA 870.0000 235,770.00 202.000 175,740.00 S) 33 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 134.0000 332,722.00 90.000 12,060.00 2,363.000 316,642.00 S) PILING 34 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 174.0000 92,916.00 520.800 90,619.20 S) PILING (ROCK SOCKET) 35 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,358.0000 243,082.00 176.415 239,571.57 S) PILING 36 1.5 M CAST-IN-DRILLED HOLE CONCRETE M 3,000.0000 51,000.00 19.380 58,140.00 S) PILING (ROCK SOCKET) 37 FURNISH 380 MM PRECAST PRESTRESSED M 83.0000 205,176.00 2,486.260 206,359.58 CONCRETE PILING 38 DRIVE 380 MM PRECAST PRESTRESSED EA 1,200.0000 145,200.00 121.000 145,200.00 S) CONCRETE PILE 39 FURNISH PILING (CLASS 625C) M 76.0000 36,480.00 478.960 36,400.96 (ALTERNATIVE V) 40 DRIVE PILE (CLASS 625C) (ALTERNATIVE V) EA 2,550.0000 51,000.00 20.000 51,000.00 S) 41 FURNISH PILING (CLASS 400) M 40.0000 15,920.00 364.750 14,590.00 42 DRIVE PILE (CLASS 400) EA 1,500.0000 33,000.00 24.000 36,000.00 S) 43 TIEBACK ANCHOR EA 870.0000 189,660.00 131.000 113,970.00 502.000 436,740.00 S) 44 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 270.0000 81,270.00 248.000 66,960.00 F) 45 STRUCTURAL CONCRETE, BRIDGE M3 490.0000 1,421,490.00 2,327.000 1,140,230.00 F) 46 STRUCTURAL CONCRETE, RETAINING WALL M3 301.0000 1,465,569.00 128.000 38,528.00 3,235.000 973,735.00 F) 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 541.0000 155,267.00 11.000 5,951.00 F) (TYPE N) 48 STRUCTURAL CONCRETE, APPROACH SLAB M3 704.0000 149,952.00 153.000 107,712.00 (TYPE R) 49 CLASS 2 CONCRETE M3 1,500.0000 64,500.00 30.900 46,350.00 50 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 486,000.00 172.387 206,864.40 F) 51 MINOR CONCRETE (RETAINING WALL) M3 2,700.0000 18,900.00 0.000 0.00 52 MINOR CONCRETE (BACKFILL) M3 128.0000 6,912.00 0.790 101.12 30.950 3,961.60 53 DIAPHRAGM BOLSTER EA 469.0000 18,760.00 40.000 18,760.00 54 ARCHITECTURAL TREATMENT M2 25.0000 79,000.00 666.000 16,650.00 F) 55 DRILL AND BOND DOWEL M 30.0000 20,100.00 232.560 6,976.80 56 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 38.0000 10,032.00 132.000 5,016.00 57 CLEAN EXPANSION JOINT M 98.0000 32,046.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:16 AM ESTIMATE NO. 18 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 RAPID SETTING CONCRETE (PATCH) M3 3,250.0000 9,750.00 0.000 0.00 59 GRIND BRIDGE DECK M2 100.0000 8,800.00 88.000 8,800.00 SF) 60 CORE CONCRETE (0 - 50 MM) M 200.0000 32,800.00 164.000 32,800.00 S) 61 CORE CONCRETE (251 MM - 300 MM) M 600.0000 21,600.00 36.000 21,600.00 S) 62 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 141.0000 412,002.00 -99.000 -13,959.00 176.000 24,816.00 F) 63 SOUND WALL (MASONRY BLOCK) M2 196.0000 431,200.00 114.000 22,344.00 114.000 22,344.00 SF) 64 JOINT SEAL (TYPE A) M 85.0000 6,630.00 0.000 0.00 SF) 65 JOINT SEAL (MR 30 MM) M 186.0000 63,984.00 0.000 0.00 SF) 66 JOINT SEAL (MR 15 MM) M 280.0000 3,080.00 0.000 0.00 S) 67 JOINT SEAL (MR 40 MM) M 335.0000 16,750.00 0.000 0.00 SF) 68 JOINT SEAL (MR 50 MM) M 335.0000 23,785.00 0.000 0.00 S) 69 BAR REINFORCING STEEL KG 4.0000 10,956.00 1,968.000 7,872.00 SF) 70 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 761,112.00 497,957.000 597,548.40 SF) 71 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 575,985.00 4,593.000 6,889.50 206,342.000 309,513.00 F) 72 SHOTCRETE M3 789.0000 157,011.00 45.000 35,505.00 156.000 123,084.00 F) 73 TREAT BRIDGE DECK M2 4.0000 19,312.00 0.000 0.00 F) 74 FURNISH BRIDGE DECK TREATMENT MATERIAL L 16.0000 42,928.00 0.000 0.00 F) (LOW ODOR) 75 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.0000 368,620.00 0.000 0.00 F) 76 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 92,155.00 0.000 0.00 SF) 77 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 93,275.00 0.000 0.00 SF) 78 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 18,655.00 0.000 0.00 SF) 79 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 71,000.00 30.500 30,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 80 1070 MM CAST-IN-DRILLED-HOLE M 1,200.0000 88,800.00 20.100 24,120.00 S) CONCRETE PILE (SIGN FOUNDATION) 81 1220 MM CAST-IN-DRILLED-HOLE M 1,800.0000 10,800.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 82 METAL (BARRIER MOUNTED SIGN) KG 12.0000 25,800.00 0.000 0.00 83 ROADSIDE SIGN - ONE POST EA 350.0000 9,800.00 0.000 0.00 84 ROADSIDE SIGN - TWO POST EA 1,000.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:16 AM ESTIMATE NO. 18 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 2,200.00 0.000 0.00 METHOD) 86 INSTALL SIGN (SELF ADHESIVE PANEL) EA 175.0000 700.00 0.000 0.00 87 INSTALL SIGN OVERLAY M2 120.0000 15,600.00 0.000 0.00 88 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 5,100.00 0.000 0.00 89 300 MM ALTERNATIVE PIPE CULVERT M 150.0000 2,100.00 0.000 0.00 90 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 115.0000 269,100.00 11.000 1,265.00 1,235.400 142,071.00 91 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 140.0000 19,600.00 257.100 35,994.00 92 600 MM ALTERNATIVE PIPE CULVERT M 85.0000 1,955.00 16.500 1,402.50 93 750 MM ALTERNATIVE PIPE CULVERT M 225.0000 4,050.00 18.000 4,050.00 94 450 MM PLASTIC PIPE (CORRUGATED M 135.0000 12,690.00 0.000 0.00 INTERIOR) 95 450 MM REINFORCED CONCRETE PIPE M 400.0000 25,600.00 24.000 9,600.00 96 600 MM REINFORCED CONCRETE PIPE M 245.0000 16,660.00 121.000 29,645.00 97 750 MM REINFORCED CONCRETE PIPE M 350.0000 20,650.00 117.300 41,055.00 98 900 MM REINFORCED CONCRETE PIPE M 530.0000 5,300.00 0.000 0.00 99 1050 MM REINFORCED CONCRETE PIPE M 650.0000 1,950.00 0.000 0.00 00 1500 MM REINFORCED CONCRETE PIPE M 775.0000 19,375.00 25.000 19,375.00 01 865 MM X 560 MM OVAL SHAPED REINFORCED M 450.0000 31,500.00 56.000 25,200.00 CONCRETE PIPE 02 300 MM BITUMINOUS COATED CORRUGATED M 160.0000 28,800.00 9.000 1,440.00 STEEL PIPE (1.63 MM THICK) 03 450 MM BITUMINOUS COATED CORRUGATED M 170.0000 12,750.00 51.000 8,670.00 STEEL PIPE (1.63 MM THICK) 04 750 MM BITUMINOUS COATED CORRUGATED M 390.0000 14,820.00 70.300 27,417.00 STEEL PIPE (2.77 MM THICK) 05 1500 MM BITUMINOUS COATED CORRUGATED M 600.0000 9,000.00 15.000 9,000.00 STEEL PIPE (2.77 MM THICK) 06 300 MM SLOTTED CORRUGATED STEEL PIPE M 180.0000 30,600.00 202.000 36,360.00 (1.63 MM THICK) 07 450 MM SLOTTED CORRUGATED STEEL PIPE M 180.0000 513,000.00 2,219.100 399,438.00 (1.63 MM THICK) 08 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 64,250.00 1,308.000 32,700.00 09 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 45.0000 22,500.00 20.000 900.00 10 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 100.0000 2,200.00 26.000 2,600.00 (1.63 MM THICK) 11 300 MM ANCHOR ASSEMBLY EA 175.0000 12,250.00 18.000 3,150.00 PROGRAM CAS145 PAGE 9 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:16 AM ESTIMATE NO. 18 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 450 MM TO 300 MM CORRUGATED STEEL EA 218.0000 436.00 2.000 436.00 REDUCER (1.63 MM THICK) 13 300 MM BITUMINOUS COATED CORRUGATED M 1,300.0000 7,800.00 0.000 0.00 STEEL PIPE RISER (1.63 MM THICK) 14 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 300.0000 4,500.00 0.000 0.00 15 300 MM ALTERNATIVE FLARED END SECTION EA 150.0000 150.00 1.000 150.00 16 450 MM ALTERNATIVE FLARED END SECTION EA 275.0000 3,300.00 2.000 550.00 17 750 MM AUTOMATIC DRAINAGE GATE EA 3,100.0000 3,100.00 2.000 6,200.00 18 ROCK SLOPE PROTECTION M3 165.0000 28,050.00 67.200 11,088.00 (FACING, METHOD B) 19 CONCRETE (DITCH LINING) M3 2,400.0000 2,400.00 0.000 0.00 20 CONCRETED-ROCK SLOPE PROTECTION M3 210.0000 3,780.00 24.900 5,229.00 (FACING, METHOD B) 21 ROCK SLOPE PROTECTION FABRIC M2 1.0000 490.00 201.200 201.20 22 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 45,500.00 161.020 56,357.00 CONSTRUCTION) 23 MINOR CONCRETE (GUTTER) M 90.0000 12,870.00 0.000 0.00 F) 24 MISCELLANEOUS IRON AND STEEL KG 2.0000 81,310.00 14,570.820 29,141.64 F) 25 MISCELLANEOUS METAL KG 11.0000 27,335.00 2,485.000 27,335.00 SF)(RESTRAINER - CABLE TYPE) 26 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 17,750.00 481.000 2,405.00 4,935.000 24,675.00 SF) 27 MISCELLANEOUS METAL (RETAINING WALL) KG 10.0000 26,810.00 0.000 0.00 SF) 28 INSTALL MEDIAN DECK DRAIN EA 74.0000 5,106.00 69.000 5,106.00 SF) 29 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 11,000.00 0.000 0.00 S) 30 METAL BEAM GUARD RAILING (WOOD POST) M 80.0000 101,600.00 0.000 0.00 31 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 200.0000 34,000.00 0.000 0.00 SF) 32 CONCRETE BARRIER (TYPE 27A) M 172.0000 48,160.00 0.000 0.00 33 CONCRETE BARRIER (TYPE 27SV) M 349.0000 76,780.00 240.000 83,760.00 240.000 83,760.00 34 CONCRETE BARRIER (TYPE 50) M 578.0000 63,580.00 68.760 39,743.28 35 CONCRETE BARRIER (TYPE 50R) M 645.0000 96,750.00 104.000 67,080.00 36 CONCRETE BARRIER (TYPE 50C) M 410.0000 11,070.00 30.000 12,300.00 37 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 56,000.00 0.000 0.00 38 CRASH CUSHION, SAND FILLED EA 5,600.0000 5,600.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:16 AM ESTIMATE NO. 18 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CRASH CUSHION (ADIEM) EA 25,000.0000 25,000.00 0.000 0.00 S) 40 CONCRETE BARRIER (TYPE 60) M 110.0000 261,800.00 2,083.620 229,198.20 41 CONCRETE BARRIER (TYPE 60C) M 178.0000 275,900.00 940.020 167,323.56 42 CONCRETE BARRIER (TYPE 60D) M 178.0000 26,700.00 0.000 0.00 43 CONCRETE BARRIER (TYPE 60D MODIFIED) M 180.0000 34,380.00 0.000 0.00 F) 44 CONCRETE BARRIER (TYPE 60E) M 567.0000 90,720.00 0.000 0.00 45 CONCRETE BARRIER (TYPE 60R) M 630.0000 41,580.00 65.800 41,454.00 46 CONCRETE BARRIER (TYPE 736) M 160.0000 198,560.00 145.000 23,200.00 F) 47 CONCRETE BARRIER (TYPE 736A) M 124.0000 70,680.00 697.000 86,428.00 48 CONCRETE BARRIER (TYPE 736B) M 310.0000 43,400.00 0.000 0.00 49 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 20,640.00 0.000 0.00 S) 50 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 47,800.00 0.000 0.00 S) 51 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,610.00 0.000 0.00 S) 52 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,200.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 53 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 410.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 54 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 33,000.00 0.000 0.00 S) 55 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 28,500.00 0.000 0.00 S) 56 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.170 34,000.00 S) (STAGE CONSTRUCTION) 57 LIGHTING AND SIGN ILLUMINATION LS 540,000.0000 540,000.00 0.030 16,200.00 0.300 162,000.00 S) 58 SPRINKLER CONTROL CONDUIT (BRIDGE) M 15.0000 2,325.00 50.000 750.00 SF) 59 TRAFFIC OPERATIONS SYSTEM LS 700,000.0000 700,000.00 0.050 35,000.00 0.330 231,000.00 60 CAMERA UNIT EA 9,350.0000 9,350.00 0.000 0.00 S) 61 PAN/TILT UNIT EA 4,920.0000 4,920.00 0.000 0.00 S) 62 CAMERA CONTROL UNIT EA 5,135.0000 5,135.00 0.000 0.00 S) 63 VIDEO ENCODER UNIT EA 25,550.0000 25,550.00 0.000 0.00 S) 64 INTEGRATED SERVICES DIGITAL NETWORK EA 3,220.0000 3,220.00 0.000 0.00 S) TERMINAL ADAPTER UNIT 65 CELLULAR DIGITAL PACKET DATA WIRELESS EA 2,100.0000 23,100.00 0.000 0.00 S) MODEM PROGRAM CAS145 PAGE 11 DATE 06/16/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:16 AM ESTIMATE NO. 18 BID OPENING 01/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: C. BOUZAR/ A. BSAGHERLI DATE OF THIS ESTIMATE 06/16/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,227,701.22 15,071,141.23 ADJUSTMENT OF COMPENSATION 0.00 152,345.00 EXTRA WORK 24,417.74 1,229,246.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,252,118.96 16,452,732.42 66 MOBILIZATION LS 2900,000.0000 2,900,000.00 0.050 145,000.00 1.000 2,900,000.00 ORIGINAL CONTRACT AMOUNT 31,954,607.00 TOTAL WORK COMPLETED 1,397,118.96 19,352,732.42 MATERIALS ON HAND ON SITE 125,444.39 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -24,951.00 TOTAL 1,397,118.96 19,453,225.81 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 03/03/03 650 03/18/03 03/18/03 12/21/05 291 23 17 1 56% 70% PROGRESS IS SATISFACTORY C. BOUZAR/ A. BSAGHERLI RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 06/16/04