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 05/26/04 EST. NO.41 TIME 07:52 AM R.E. NAME: KIBUNGUCHY, H 03-4416U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 05/26/04 EST. NO.41 TIME 07:52 AM R.E. NAME: KIBUNGUCHY, H 03-4416U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM2403F -1,000.00 04 RETURN CEM 2404 F 1,000.00 05 REJECTED PVMT DELIN -7,500.00 08 REPAIRED PVMT DELIN 7,500.00 13 LATE REOPEN LN CLOSR -8,000.00 17 COZEEP CONTR'S USE -1,564.20 20 COZEEP CONTR USE -2,179.93 21 LATE REOPEN LN CLS -4,000.00 21 LATE LANE CLOS EST17 8,000.00 22 0.00 -7,744.13 EQUAL EMPLOYMENT OPPORTUNITY MISSING PR-1391 SUBS -10,000.00 05 PR1391-KENTOIL DUE -1,000.00 06 REC PR-1391 SUBS 10,000.00 06 REC'D PR-1391 (SUBS) 1,000.00 07 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 02 MISSING PAYROLLS -10,000.00 04 MISSING PAYROLLS -10,000.00 05 MISSING PAYROLLS -10,000.00 06 MISSING PAYROLLS -10,000.00 07 MISSING PAYROLLS -10,000.00 08 MISSING PAYROLLS -10,000.00 09 MISSING PAYROLLS -10,000.00 13 MISSING PAYROLLS -10,000.00 14 MISSING PAYROLLS -10,000.00 18 MISSING PAYROLLS -10,000.00 21 RECEIVED PAYROLLS 100,000.00 22 RECEIVED PAYROLLS 10,000.00 32 0.00 0.00 TOTAL DEDUCTIONS 0.00 -7,744.13 PROGRAM CAS145 PAGE 1 DATE 05/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 07:52 AM ESTIMATE NO. 41 BID OPENING 01/30/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 05/26/04 LOCATION PROGRESS ESTIMATE 03-SAC-50-12.2/23.1 ----------------- GRANITE CONSTRUCTION COMPANY IN SACRAMENTO AND EL DORADO P O BOX 50085 COUNTIES NEAR FOLSOM FROM 0.7 KM WATSONVILLE CA 950775085 WEST OF SUNRISE BOULEVARD OVERCROSSING TO LATHROBE ROAD UNDERCROSSING FED. AID NO. ACNH-P050(103)E ,CMLN-6157(10)E RECONSTRUCT EXISTING INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 6,500.0000 6,500.00 1.000 6,500.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 750,000.00 316.000 790,000.00 03 TEMPORARY FENCE M 15.0000 6,000.00 400.000 6,000.00 S) 04 TEMPORARY FENCE (TYPE CL-1.8) M 24.0000 2,880.00 20.400 489.60 S) 05 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 33,000.0000 33,000.00 1.000 33,000.00 07 CONSTRUCTION AREA SIGNS LS 33,000.0000 33,000.00 1.000 33,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 750,000.0000 750,000.00 1.000 750,000.00 S) 09 TRAFFIC CONTROL SYSTEM (DETOUR) LS 3,500.0000 3,500.00 1.000 3,500.00 S) (CONTINGENCY) 10 TYPE III BARRICADE EA 60.0000 3,000.00 26.000 1,560.00 S) 11 TEMPORARY PAVEMENT MARKING (PAINT) M2 22.0000 8,580.00 128.280 2,822.16 S) 12 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.6000 38,520.00 403.000 1,450.80 S) 13 TEMPORARY PAVEMENT MARKING (TAPE) M2 86.0000 12,900.00 23.400 2,012.40 S) 14 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 22,400.00 36,618.200 14,647.28 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 21,000.00 660.000 16,500.00 S) 16 TRAFFIC PLASTIC DRUM EA 80.0000 54,400.00 113.000 9,040.00 S) 17 TEMPORARY PAVEMENT MARKER EA 3.5000 21,910.00 97.000 339.50 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 85,000.0000 85,000.00 1.000 85,000.00 S) 19 TEMPORARY RAILING (TYPE K) M 18.0000 750,600.00 39,046.990 702,845.82 20 TEMPORARY CRASH CUSHION MODULE EA 350.0000 126,000.00 258.000 90,300.00 S) 21 TEMPORARY TRAFFIC SCREEN M 0.1500 6,255.00 30,248.680 4,537.30 22 ABANDON CULVERT EA 550.0000 6,600.00 12.000 6,600.00 PROGRAM CAS145 PAGE 2 DATE 05/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 07:52 AM ESTIMATE NO. 41 BID OPENING 01/30/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 05/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON INLET EA 750.0000 6,000.00 8.000 6,000.00 24 ABANDON MANHOLE EA 650.0000 650.00 1.000 650.00 25 REMOVE FENCE M 10.0000 2,200.00 0.000 0.00 26 REMOVE CHAIN LINK FENCE M 10.0000 1,800.00 168.000 1,680.00 27 REMOVE FLARED END SECTION EA 200.0000 600.00 6.000 1,200.00 28 REMOVE TRAFFIC STRIPE M 1.5000 13,485.00 5,628.300 8,442.45 29 REMOVE PAVEMENT MARKING M2 21.5000 967.50 40.480 870.32 30 REMOVE ROADSIDE SIGN EA 50.0000 3,950.00 79.000 3,950.00 31 REMOVE ROADSIDE SIGN PANEL EA 50.0000 100.00 2.000 100.00 32 REMOVE SIGN STRUCTURE EA 2,250.0000 6,750.00 6.000 13,500.00 33 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 2,500.00 1.000 2,500.00 34 REMOVE ASPHALT CONCRETE M2 1.5000 11,340.00 6,684.670 10,027.01 35 REMOVE ASPHALT CONCRETE DIKE M 4.0000 23,520.00 1,032.000 4,128.00 36 REMOVE CULVERT EA 1,000.0000 11,000.00 14.000 14,000.00 37 REMOVE PIPE M 100.0000 11,000.00 121.840 12,184.00 38 REMOVE INLET EA 700.0000 20,300.00 30.000 21,000.00 39 REMOVE ASPHALT CONCRETE SURFACING M2 7.0000 12,110.00 2,035.500 14,248.50 40 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 500.0000 11,500.00 16.000 8,000.00 41 REMOVE BASE AND SURFACING M3 16.0000 126,400.00 7,900.000 126,400.00 42 SALVAGE REINFORCED CONCRETE PIPE EA 1,300.0000 1,300.00 1.000 1,300.00 43 SALVAGE METAL BRIDGE RAILING M 25.0000 16,250.00 650.000 16,250.00 44 SALVAGE METAL BEAM GUARD RAILING M 20.0000 28,200.00 1,557.050 31,141.00 45 RECONSTRUCT CHAIN LINK FENCE M 37.0000 14,800.00 0.000 0.00 S) 46 RECONSTRUCT THRIE BEAM BARRIER M 26.0000 3,900.00 150.800 3,920.80 S) 47 RECONSTRUCT DOUBLE THRIE BEAM BARRIER M 46.6000 352,296.00 7,525.510 350,688.77 S) 48 RECONSTRUCT METAL BEAM GUARD RAILING M 33.0000 11,550.00 434.750 14,346.75 S) (WOOD POST) 49 RELAY CULVERT EA 6,000.0000 30,000.00 4.000 24,000.00 PROGRAM CAS145 PAGE 3 DATE 05/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 07:52 AM ESTIMATE NO. 41 BID OPENING 01/30/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 05/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RELAY CONCRETE FLARED END SECTION EA 450.0000 3,600.00 6.000 2,700.00 51 RESET CRASH CUSHION EA 650.0000 650.00 1.000 650.00 52 RESET ROADSIDE SIGN EA 150.0000 5,850.00 27.000 4,050.00 53 RELOCATE ROADSIDE SIGN EA 150.0000 1,800.00 10.000 1,500.00 54 ADJUST INLET EA 600.0000 9,000.00 12.000 7,200.00 55 MODIFY INLET EA 1,700.0000 5,100.00 3.000 5,100.00 56 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.8000 53,680.00 64,377.000 51,501.60 S) (25 MM MAXIMUM) 57 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 9.0000 45,990.00 10,137.580 91,238.22 S) (45 MM MAXIMUM) 58 REMOVE CONCRETE CURB M 25.0000 2,225.00 65.800 1,645.00 59 REMOVE CONCRETE (CURB AND GUTTER) M 2.5000 3,900.00 1,560.000 3,900.00 60 REMOVE CONCRETE FLARED END SECTION EA 200.0000 3,400.00 17.000 3,400.00 61 REMOVE CONCRETE (MISCELLANEOUS) M2 40.0000 560.00 14.000 560.00 62 CAP INLET EA 1,000.0000 2,000.00 1.000 1,000.00 63 REMOVE CRASH CUSHION EA 650.0000 650.00 1.000 650.00 64 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 1.000 15,000.00 65 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000.00 66 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 1.000 25,000.00 67 BRIDGE REMOVAL (PORTION), LOCATION D LS 11,500.0000 11,500.00 1.000 11,500.00 68 CLEARING AND GRUBBING LS 117,000.0000 117,000.00 1.000 117,000.00 69 DEVELOP WATER SUPPLY LS 90,000.0000 90,000.00 1.000 90,000.00 70 ROADWAY EXCAVATION M3 15.0000 2,505,000.00 167,201.000 2,508,015.00 71 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 86,800.00 1,775.000 88,750.00 F) 72 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 11,000.00 580.350 11,607.00 73 STRUCTURE EXCAVATION (SOUND WALL) M3 28.0000 25,760.00 920.000 25,760.00 74 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 49,400.00 1,274.000 50,960.00 F) 75 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 55,000.00 1,115.200 55,760.00 76 STRUCTURE BACKFILL (SOUND WALL) M3 35.0000 20,300.00 580.000 20,300.00 PROGRAM CAS145 PAGE 4 DATE 05/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 07:52 AM ESTIMATE NO. 41 BID OPENING 01/30/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 05/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DITCH EXCAVATION M3 30.0000 9,300.00 316.000 9,480.00 78 EARTH RETAINING STRUCTURE (THRIE M2 150.0000 19,500.00 75.400 11,310.00 BEAM BARRIER) 79 IMPORTED MATERIAL (SHOULDER BACKING) TONN 40.0000 37,200.00 921.890 36,875.60 80 HIGHWAY PLANTING LS 300,000.0000 300,000.00 1.000 300,000.00 S) 81 TRENCHING PLASTIC PIPE (SUPPLY LINE) AND LS 96,500.0000 96,500.00 1.000 96,500.00 S) BACKFILLING 82 ROCK BLANKET M2 7.5000 54,075.00 7,210.000 54,075.00 S) 83 STRAW (EROSION CONTROL) TONN 315.0000 37,800.00 32.000 10,080.00 S) 84 FIBER (EROSION CONTROL) KG 0.9000 8,568.00 9,600.000 8,640.00 S) 85 COMPOST (EROSION CONTROL) KG 0.4500 13,860.00 4,400.000 1,980.00 S) 86 PURE LIVE SEED (EROSION CONTROL) KG 89.0000 82,770.00 132.000 11,748.00 S) 87 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7500 4,200.00 800.000 600.00 S) 88 STABILIZING EMULSION (EROSION CONTROL) KG 1.2500 3,500.00 400.000 500.00 S) 89 WILD FLOWER SEEDING HA 2,360.0000 6,608.00 2.800 6,608.00 S) 90 PLANT ESTABLISHMENT WORK LS 107,000.0000 107,000.00 0.029 3,103.00 0.512 54,784.00 S) 91 IRRIGATION SYSTEM LS 288,000.0000 288,000.00 1.000 288,000.00 S) 92 WATER METER EA 12,000.0000 24,000.00 2.000 24,000.00 S) 93 250 MM CORRUGATED HIGH DENSITY M 150.0000 14,550.00 101.200 15,180.00 S) POLYETHYLENE PIPE CONDUIT 94 300 MM WELDED STEEL PIPE CONDUIT M 1,000.0000 37,000.00 18.000 18,000.00 S) (6.35 MM THICK) 95 CLASS 2 AGGREGATE BASE M3 33.0000 4,290,000.00 134,050.000 4,423,650.00 96 ASPHALT CONCRETE TONN 40.0000 6,600,000.00 186,706.800 7,468,272.00 97 ASPHALT CONCRETE (OPEN GRADED) TONN 40.0000 136,800.00 5,049.200 201,968.00 98 ASPHALT CONCRETE (BRIDGE) TONN 41.0000 14,350.00 0.000 0.00 99 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 53.0000 168,540.00 3,801.190 201,463.07 00 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 53.0000 2,263,100.00 35,897.410 1,902,562.73 01 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 33.00 35.000 35.00 REINFORCING FABRIC) 02 PAVEMENT REINFORCING FABRIC M2 2.2500 47,250.00 22,873.620 51,465.65 03 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 19,000.00 477.960 47,796.00 AREA) PROGRAM CAS145 PAGE 5 DATE 05/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 07:52 AM ESTIMATE NO. 41 BID OPENING 01/30/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 05/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.3000 5,865.00 2,885.000 6,635.50 05 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.3000 276.00 16.940 38.96 144.940 333.36 06 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.3000 22,218.00 9,250.990 21,277.28 07 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.3000 1,564.00 597.150 1,373.45 08 ASPHALTIC EMULSION (PAINT BINDER) TONN 980.0000 284,200.00 345.526 338,615.48 09 FURNISH STEEL PILING (HP 250 X 85) M 60.0000 16,800.00 280.000 16,800.00 10 DRIVE STEEL PILE (HP 250 X 85) EA 1,500.0000 39,000.00 26.000 39,000.00 S) 11 350 MM CAST-IN-DRILLED HOLE CONCRETE M 250.0000 3,500.00 14.000 3,500.00 S) PILING 12 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 240.0000 91,200.00 380.000 91,200.00 S) PILING 13 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 160.0000 324,800.00 1,345.200 215,232.00 S) PILING (BARRIER) 14 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 210.0000 121,800.00 584.500 122,745.00 S) PILING (SOUND WALL) 15 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 99,600.00 249.000 99,600.00 F) 16 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 1,094,400.00 1,824.000 1,094,400.00 F) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 450.0000 40,950.00 91.000 40,950.00 F) (TYPE N) 18 CLASS 1 CONCRETE (RETAINING WALL) M3 450.0000 234,450.00 524.700 236,115.00 F) 19 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 63,600.00 48.285 57,942.00 F) 20 DRILL AND BOND DOWEL M 60.0000 13,200.00 225.418 13,525.08 21 CLEAN EXPANSION JOINT M 80.0000 6,400.00 76.000 6,080.00 22 REFINISH BRIDGE DECK M2 125.0000 53,750.00 0.000 0.00 23 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 165.0000 16,995.00 103.000 16,995.00 SF) 24 SOUND WALL (MASONRY BLOCK) M2 140.0000 642,040.00 4,586.000 642,040.00 SF) 25 FOOTING (SOUND WALL) M3 450.0000 72,000.00 160.000 72,000.00 S) 26 JOINT SEAL (ASPHALTIC PLUG) M 150.0000 6,150.00 51.250 7,687.50 S) 27 JOINT SEAL (MR 40 MM) M 125.0000 13,750.00 0.000 0.00 S) 28 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 507,429.00 397,245.000 516,418.50 SF) 29 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7500 36,438.50 21,222.000 37,138.50 SF) 30 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 7,505.00 1,501.000 7,505.00 F) WITH WALKWAY) PROGRAM CAS145 PAGE 6 DATE 05/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 07:52 AM ESTIMATE NO. 41 BID OPENING 01/30/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 05/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 3,002.00 1,501.000 3,002.00 SF)WITH WALKWAY) 32 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 294,760.00 67,776.000 338,880.00 F) 33 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 58,952.00 67,776.000 67,776.00 SF) 34 ROADSIDE SIGN (BARRIER MOUNTED) EA 790.0000 21,330.00 27.000 21,330.00 35 760 MM CAST-IN-DRILLED-HOLE M 875.0000 62,125.00 55.000 48,125.00 S) CONCRETE PILE (SIGN FOUNDATION) 36 920 MM CAST-IN-DRILLED-HOLE M 925.0000 15,725.00 42.500 39,312.50 S) CONCRETE PILE (SIGN FOUNDATION) 37 ROADSIDE SIGN - ONE POST EA 185.0000 15,910.00 98.000 18,130.00 38 ROADSIDE SIGN - TWO POST EA 275.0000 3,575.00 15.000 4,125.00 39 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 3,000.00 27.000 3,375.00 METHOD) 40 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 400.0000 400.00 1.000 400.00 41 INSTALL ROADSIDE SIGN PANEL ON EA 50.0000 100.00 10.000 500.00 EXISTING POST 42 ABUTMENT LUMBER BLOCKING M3 1,200.0000 15,600.00 13.000 15,600.00 F) 43 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 36,000.00 147.070 35,296.80 44 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 55,000.00 180.360 45,090.00 45 750 MM ALTERNATIVE PIPE CULVERT M 360.0000 7,560.00 26.500 9,540.00 46 450 MM REINFORCED CONCRETE PIPE M 480.0000 21,600.00 60.150 28,872.00 47 600 MM REINFORCED CONCRETE PIPE M 310.0000 49,600.00 166.550 51,630.50 48 BITUMINOUS COATED FLUME DOWNDRAIN M 60.0000 5,940.00 98.360 5,901.60 49 BITUMINOUS COATED TAPERED INLET EA 280.0000 2,800.00 9.000 2,520.00 50 900 MM CORRUGATED STEEL PIPE INLET M 1,200.0000 13,200.00 10.800 12,960.00 (4.27 MM THICK) 51 450 MM CONCRETE FLARED END SECTION EA 600.0000 1,200.00 5.000 3,000.00 52 600 MM CONCRETE FLARED END SECTION EA 700.0000 4,900.00 9.000 6,300.00 53 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 1,800.00 4.000 1,200.00 54 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 350.00 0.000 0.00 55 DRAINAGE MANHOLE EA 3,000.0000 3,000.00 4.000 12,000.00 56 CLASS 4 CONCRETE (BACKFILL) M3 200.0000 6,000.00 16.820 3,364.00 57 ROCK SLOPE PROTECTION M3 230.0000 9,660.00 14.960 3,440.80 (FACING, METHOD B) PROGRAM CAS145 PAGE 7 DATE 05/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 07:52 AM ESTIMATE NO. 41 BID OPENING 01/30/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 05/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 SLOPE PAVING (CONCRETE) M3 800.0000 77,600.00 97.000 77,600.00 F) 59 ROCK SLOPE PROTECTION FABRIC M2 7.0000 2,240.00 62.800 439.60 60 MINOR CONCRETE (GUTTER) M 125.0000 14,750.00 118.000 14,750.00 F) 61 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 272,250.00 2,893.170 216,987.75 62 MINOR CONCRETE (CURB, SIDEWALK AND M3 530.0000 243,800.00 338.000 179,140.00 CURB RAMP) 63 MISCELLANEOUS IRON AND STEEL KG 1.0200 4,605.30 4,577.000 4,668.54 SF) 64 MISCELLANEOUS METAL (BRIDGE) KG 14.0000 3,164.00 226.000 3,164.00 SF) 65 FENCE (TYPE WM AND BW) M 13.0000 2,860.00 0.000 0.00 S) 66 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 950.0000 950.00 1.000 950.00 S) 67 DELINEATOR (CLASS 1) EA 30.0000 3,600.00 107.000 3,210.00 68 HIGHWAY POST MARKER EA 35.0000 770.00 22.000 770.00 69 CONCRETE BARRIER MARKER (NON- EA 35.0000 29,050.00 867.000 30,345.00 IMPACTABLE) 70 OBJECT MARKER (TYPE K-1) EA 35.0000 280.00 8.000 280.00 71 OBJECT MARKER (TYPE L-1) EA 35.0000 490.00 6.000 210.00 72 METAL BEAM GUARD RAILING (WOOD POST) M 102.0000 23,460.00 373.910 38,138.82 S) 73 CHAIN LINK RAILING (TYPE 7) M 164.0000 35,096.00 214.000 35,096.00 SF) 74 CONCRETE BARRIER (TYPE 25) M 170.0000 8,160.00 48.000 8,160.00 F) 75 CONCRETE BARRIER (TYPE 25R) M 225.0000 24,075.00 107.000 24,075.00 F) 76 CONCRETE BARRIER (TYPE 27) M 135.0000 18,225.00 135.000 18,225.00 F) 77 CONCRETE BARRIER (TYPE 27SV) M 180.0000 176,400.00 980.000 176,400.00 78 CONCRETE BARRIER (TYPE 27R MODIFIED) M 350.0000 16,100.00 46.000 16,100.00 F) 79 SINGLE THRIE BEAM BARRIER (WOOD POST) M 58.0000 26,680.00 711.430 41,262.94 S) 80 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 84.0000 92,400.00 1,033.070 86,777.88 S) 81 CONCRETE BARRIER (TYPE 60A) M 96.0000 14,400.00 150.000 14,400.00 F) 82 TERMINAL SYSTEM (TYPE ET) EA 2,500.0000 27,500.00 9.000 22,500.00 S) 83 TERMINAL SYSTEM (TYPE SRT) EA 1,900.0000 3,800.00 7.000 13,300.00 S) 84 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 4,800.00 10.000 6,000.00 S) PROGRAM CAS145 PAGE 8 DATE 05/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 07:52 AM ESTIMATE NO. 41 BID OPENING 01/30/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 05/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CRASH CUSHION, SAND FILLED EA 6,000.0000 6,000.00 1.000 6,000.00 S) 86 CONCRETE BARRIER (TYPE 60) M 77.0000 184,800.00 3,212.200 247,339.40 87 CONCRETE BARRIER (TYPE 60C) M 103.0000 641,690.00 5,323.400 548,310.20 88 CONCRETE BARRIER (TYPE 60E) M 540.0000 108,000.00 199.850 107,919.00 89 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 27,300.00 807.750 28,271.25 S) 90 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.3300 29,205.00 87,635.440 28,919.70 S) 91 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 15,345.00 9,683.000 15,976.95 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 6,643.00 4,477.000 5,820.10 S) (BROKEN 3.66 M - 0.92 M) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4000 33,840.00 84,910.000 33,964.00 S) (BROKEN 10.98 M - 3.66 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.0400 371.20 8,962.000 358.48 S) (BROKEN 5.18 M - 2.14 M) 95 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,380.00 1,140.000 2,280.00 S) 96 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8000 34,720.00 12,976.000 36,332.80 S) 97 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 98 SIGNAL AND LIGHTING (LOCATION 2) LS 90,000.0000 90,000.00 1.000 90,000.00 S) 99 LIGHTING (MODIFY) LS 170,000.0000 170,000.00 1.000 170,000.00 S) 00 LIGHTING AND SIGN ILLUMINATION LS 230,000.0000 230,000.00 1.000 230,000.00 S) (MODIFY) 01 SIGN ILLUMINATION LS 120,000.0000 120,000.00 1.000 120,000.00 S) 02 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 5,000.00 2.000 5,000.00 S) 03 TRAFFIC OPERATION SYSTEM LS 260,000.0000 260,000.00 1.000 260,000.00 S) PROGRAM CAS145 PAGE 9 DATE 05/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 07:52 AM ESTIMATE NO. 41 BID OPENING 01/30/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 05/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,141.96 29,275,214.59 ADJUSTMENT OF COMPENSATION 0.00 1,117,879.17 EXTRA WORK 0.00 1,467,323.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,141.96 31,860,417.31 04 MOBILIZATION LS 1800,000.0000 1,800,000.00 1.000 1,800,000.00 ORIGINAL CONTRACT AMOUNT 30,852,951.50 TOTAL WORK COMPLETED 3,141.96 33,660,417.31 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,744.13 TOTAL 3,141.96 33,652,673.18 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 03/30/01 1050 04/10/01 04/16/01 11/04/05 298 472 16 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/18/02. KIBUNGUCHY, H RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/04