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 06/19/03 EST. NO.30 TIME 12:39 PM 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 --------------------------------------------------------------------------- 014 0007-3 -2,227.50 E.W. @ F.A.(+) 010902 N 0008 0 DAO CORRECTING ENTRY 0007-4 2,481.75 010902 N 0008 0 DAO CORRECTING ENTRY 026 0004-3 -424.89 E.W. @ F.A.(+) 081301 N 0004 0 DAO CORRECTING ENTRY 0004-4 519.71 081301 N 0004 0 DAO CORRECTING ENTRY 0007-5 -376.48 102901 N 0007 0 DAO CORRECTING ENTRY 0007-6 755.73 102901 N 0007 0 DAO CORRECTING ENTRY 0008-1 -520.16 102301 N 0009 0 DAO CORRECTING ENTRY 0008-2 899.40 102301 N 0009 0 DAO CORRECTING ENTRY 0020-1 -147.24 101201 N 0020 0 DAO CORRECTING ENTRY 0020-2 644.95 101201 N 0020 0 DAO CORRECTING ENTRY 054 0010 4,602.15 A.C. @ U.P.(+) 050202 N 054.90 060 0011-1 -3,491.25 E.W. @ U.P (+) 032102 N 60.100 DAO CORRECTING ENTRY 0011-2 4,147.50 032102 N 60.100 DAO CORRECTING ENTRY 065 0013-1 -5,854.45 E.W. @ F.A.(+) 080202 N 65.100 DAO CORRECTING ENTRY 0013-2 5,850.09 080202 N 65.100 DAO CORRECTING ENTRY 0014 146.19 071802 N 65.930 067 0011-1 -8,085.00 E.W. @ U.P (+) 060502 N 0011 0 DAO CORRECTING ENTRY 0011-2 4,147.50 060502 N 0011 0 DAO CORRECTING ENTRY 0012-1 -2,144.61 E.W. @ F.A.(+) 060502 N 0012 0 DAO CORRECTING ENTRY 0012-2 2,123.16 060502 N 0012 0 DAO CORRECTING ENTRY 074 0014-1 -3,304.02 E.W. @ F.A.(+) 112102 N 0014 0 DAO CORRECTING ENTRY 0014-2 3,303.10 112102 N 0014 0 DAO CORRECTING ENTRY 094 0009 604.45 E.W. @ F.A.(+) 120302 N 094.90 0010 664.07 120402 N 94.100 0011 634.26 120502 N 94.110 0012 395.07 121102 N 94.120 5,343.48 TOTAL THIS ESTIMATE 2,388,293.17 TOTAL PREVIOUS ESTIMATE 2,393,636.65 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 06/19/03 EST. NO.30 TIME 12:39 PM 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 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -17,744.13 PROGRAM CAS145 PAGE 1 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 12:39 PM ESTIMATE NO. 30 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 06/20/03 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 06/19/03 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 6,500.0000 6,500.00 1.000 6,500.0 002 TIME-RELATED OVERHEAD WDAY 2,500.0000 750,000.00 316.000 790,000.0 003 TEMPORARY FENCE M 15.0000 6,000.00 400.000 6,000.0 (S) 004 TEMPORARY FENCE (TYPE CL-1.8) M 24.0000 2,880.00 20.400 489.6 (S) 005 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000.0 PREVENTION PLAN 006 WATER POLLUTION CONTROL LS 33,000.0000 33,000.00 1.000 33,000.0 007 CONSTRUCTION AREA SIGNS LS 33,000.0000 33,000.00 1.000 33,000.0 (S) 008 TRAFFIC CONTROL SYSTEM LS 750,000.0000 750,000.00 1.000 750,000.0 (S) 009 TRAFFIC CONTROL SYSTEM (DETOUR) LS 3,500.0000 3,500.00 1.000 3,500.0 (S) (CONTINGENCY) 010 TYPE III BARRICADE EA 60.0000 3,000.00 26.000 1,560.0 (S) 011 TEMPORARY PAVEMENT MARKING (PAINT) M2 22.0000 8,580.00 128.280 2,822.1 (S) 012 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.6000 38,520.00 457.840 1,648.2 (S) 013 TEMPORARY PAVEMENT MARKING (TAPE) M2 86.0000 12,900.00 23.400 2,012.4 (S) 014 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 22,400.00 36,618.200 14,647.2 (S) 015 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 21,000.00 660.000 16,500.0 (S) 016 TRAFFIC PLASTIC DRUM EA 80.0000 54,400.00 113.000 9,040.0 (S) 017 TEMPORARY PAVEMENT MARKER EA 3.5000 21,910.00 97.000 339.5 (S) 018 PORTABLE CHANGEABLE MESSAGE SIGN LS 85,000.0000 85,000.00 1.000 85,000.0 (S) 019 TEMPORARY RAILING (TYPE K) M 18.0000 750,600.00 39,046.990 702,845.8 020 TEMPORARY CRASH CUSHION MODULE EA 350.0000 126,000.00 258.000 90,300.0 (S) 021 TEMPORARY TRAFFIC SCREEN M 0.1500 6,255.00 30,248.680 4,537.3 022 ABANDON CULVERT EA 550.0000 6,600.00 12.000 6,600.0 PROGRAM CAS145 PAGE 2 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 12:39 PM ESTIMATE NO. 30 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 06/20/03 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON INLET EA 750.0000 6,000.00 8.000 6,000.0 024 ABANDON MANHOLE EA 650.0000 650.00 1.000 650.0 025 REMOVE FENCE M 10.0000 2,200.00 0.000 0.0 026 REMOVE CHAIN LINK FENCE M 10.0000 1,800.00 168.000 1,680.0 027 REMOVE FLARED END SECTION EA 200.0000 600.00 6.000 1,200.0 028 REMOVE TRAFFIC STRIPE M 1.5000 13,485.00 5,628.300 8,442.4 029 REMOVE PAVEMENT MARKING M2 21.5000 967.50 40.480 870.3 030 REMOVE ROADSIDE SIGN EA 50.0000 3,950.00 79.000 3,950.0 031 REMOVE ROADSIDE SIGN PANEL EA 50.0000 100.00 2.000 100.0 032 REMOVE SIGN STRUCTURE EA 2,250.0000 6,750.00 6.000 13,500.0 033 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 2,500.00 1.000 2,500.0 034 REMOVE ASPHALT CONCRETE M2 1.5000 11,340.00 6,684.670 10,027.0 035 REMOVE ASPHALT CONCRETE DIKE M 4.0000 23,520.00 1,032.000 4,128.0 036 REMOVE CULVERT EA 1,000.0000 11,000.00 14.000 14,000.0 037 REMOVE PIPE M 100.0000 11,000.00 121.840 12,184.0 038 REMOVE INLET EA 700.0000 20,300.00 30.000 21,000.0 039 REMOVE ASPHALT CONCRETE SURFACING M2 7.0000 12,110.00 2,035.500 14,248.5 040 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 500.0000 11,500.00 16.000 8,000.0 041 REMOVE BASE AND SURFACING M3 16.0000 126,400.00 7,900.000 126,400.0 042 SALVAGE REINFORCED CONCRETE PIPE EA 1,300.0000 1,300.00 1.000 1,300.0 043 SALVAGE METAL BRIDGE RAILING M 25.0000 16,250.00 650.000 16,250.0 044 SALVAGE METAL BEAM GUARD RAILING M 20.0000 28,200.00 1,557.050 31,141.0 045 RECONSTRUCT CHAIN LINK FENCE M 37.0000 14,800.00 0.000 0.0 (S) 046 RECONSTRUCT THRIE BEAM BARRIER M 26.0000 3,900.00 150.800 3,920.8 (S) 047 RECONSTRUCT DOUBLE THRIE BEAM BARRIER M 46.6000 352,296.00 7,525.510 350,688.7 (S) 048 RECONSTRUCT METAL BEAM GUARD RAILING M 33.0000 11,550.00 434.750 14,346.7 (S) (WOOD POST) 049 RELAY CULVERT EA 6,000.0000 30,000.00 4.000 24,000.0 PROGRAM CAS145 PAGE 3 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 12:39 PM ESTIMATE NO. 30 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 06/20/03 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 RELAY CONCRETE FLARED END SECTION EA 450.0000 3,600.00 6.000 2,700.0 051 RESET CRASH CUSHION EA 650.0000 650.00 1.000 650.0 052 RESET ROADSIDE SIGN EA 150.0000 5,850.00 27.000 4,050.0 053 RELOCATE ROADSIDE SIGN EA 150.0000 1,800.00 10.000 1,500.0 054 ADJUST INLET EA 600.0000 9,000.00 12.000 7,200.0 055 MODIFY INLET EA 1,700.0000 5,100.00 3.000 5,100.0 056 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.8000 53,680.00 64,377.000 51,501.6 (S) (25 MM MAXIMUM) 057 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 9.0000 45,990.00 10,137.580 91,238.2 (S) (45 MM MAXIMUM) 058 REMOVE CONCRETE CURB M 25.0000 2,225.00 65.800 1,645.0 059 REMOVE CONCRETE (CURB AND GUTTER) M 2.5000 3,900.00 1,560.000 3,900.0 060 REMOVE CONCRETE FLARED END SECTION EA 200.0000 3,400.00 17.000 3,400.0 061 REMOVE CONCRETE (MISCELLANEOUS) M2 40.0000 560.00 14.000 560.0 062 CAP INLET EA 1,000.0000 2,000.00 1.000 1,000.0 063 REMOVE CRASH CUSHION EA 650.0000 650.00 1.000 650.0 064 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 1.000 15,000.0 065 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000.0 066 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 1.000 25,000.0 067 BRIDGE REMOVAL (PORTION), LOCATION D LS 11,500.0000 11,500.00 1.000 11,500.0 068 CLEARING AND GRUBBING LS 117,000.0000 117,000.00 1.000 117,000.0 069 DEVELOP WATER SUPPLY LS 90,000.0000 90,000.00 1.000 90,000.0 070 ROADWAY EXCAVATION M3 15.0000 2,505,000.00 167,201.000 2,508,015.0 071 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 86,800.00 1,775.000 88,750.0 (F) 072 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 11,000.00 580.350 11,607.0 073 STRUCTURE EXCAVATION (SOUND WALL) M3 28.0000 25,760.00 920.000 25,760.0 074 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 49,400.00 1,274.000 50,960.0 (F) 075 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 55,000.00 1,115.200 55,760.0 076 STRUCTURE BACKFILL (SOUND WALL) M3 35.0000 20,300.00 580.000 20,300.0 PROGRAM CAS145 PAGE 4 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 12:39 PM ESTIMATE NO. 30 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 06/20/03 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DITCH EXCAVATION M3 30.0000 9,300.00 316.000 9,480.0 078 EARTH RETAINING STRUCTURE (THRIE M2 150.0000 19,500.00 75.400 11,310.0 BEAM BARRIER) 079 IMPORTED MATERIAL (SHOULDER BACKING) TONN 40.0000 37,200.00 921.890 36,875.6 080 HIGHWAY PLANTING LS 300,000.0000 300,000.00 1.000 300,000.0 (S) 081 TRENCHING PLASTIC PIPE (SUPPLY LINE) AND LS 96,500.0000 96,500.00 1.000 96,500.0 (S) BACKFILLING 082 ROCK BLANKET M2 7.5000 54,075.00 7,210.000 54,075.0 (S) 083 STRAW (EROSION CONTROL) TONN 315.0000 37,800.00 32.000 10,080.0 (S) 084 FIBER (EROSION CONTROL) KG 0.9000 8,568.00 9,600.000 8,640.0 (S) 085 COMPOST (EROSION CONTROL) KG 0.4500 13,860.00 4,400.000 1,980.0 (S) 086 PURE LIVE SEED (EROSION CONTROL) KG 89.0000 82,770.00 132.000 11,748.0 (S) 087 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7500 4,200.00 800.000 600.0 (S) 088 STABILIZING EMULSION (EROSION CONTROL) KG 1.2500 3,500.00 400.000 500.0 (S) 089 WILD FLOWER SEEDING HA 2,360.0000 6,608.00 2.800 6,608.0 (S) 090 PLANT ESTABLISHMENT WORK LS 107,000.0000 107,000.00 0.058 6,206.00 0.209 22,363.0 (S) 091 IRRIGATION SYSTEM LS 288,000.0000 288,000.00 1.000 288,000.0 (S) 092 WATER METER EA 12,000.0000 24,000.00 2.000 24,000.0 (S) 093 250 MM CORRUGATED HIGH DENSITY M 150.0000 14,550.00 101.200 15,180.0 (S) POLYETHYLENE PIPE CONDUIT 094 300 MM WELDED STEEL PIPE CONDUIT M 1,000.0000 37,000.00 18.000 18,000.0 (S) (6.35 MM THICK) 095 CLASS 2 AGGREGATE BASE M3 33.0000 4,290,000.00 134,050.000 4,423,650.0 096 ASPHALT CONCRETE TONN 40.0000 6,600,000.00 186,706.800 7,468,272.0 097 ASPHALT CONCRETE (OPEN GRADED) TONN 40.0000 136,800.00 5,049.200 201,968.0 098 ASPHALT CONCRETE (BRIDGE) TONN 41.0000 14,350.00 0.000 0.0 099 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 53.0000 168,540.00 3,801.190 201,463.0 100 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 53.0000 2,263,100.00 35,897.410 1,902,562.7 101 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 33.00 35.000 35.0 REINFORCING FABRIC) 102 PAVEMENT REINFORCING FABRIC M2 2.2500 47,250.00 22,873.620 51,465.6 103 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 19,000.00 477.960 47,796.0 AREA) PROGRAM CAS145 PAGE 5 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 12:39 PM ESTIMATE NO. 30 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 06/20/03 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.3000 5,865.00 2,885.000 6,635.5 105 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.3000 276.00 128.000 294.4 106 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.3000 22,218.00 9,250.990 21,277.2 107 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.3000 1,564.00 597.150 1,373.4 108 ASPHALTIC EMULSION (PAINT BINDER) TONN 980.0000 284,200.00 345.526 338,615.4 109 FURNISH STEEL PILING (HP 250 X 85) M 60.0000 16,800.00 280.000 16,800.0 110 DRIVE STEEL PILE (HP 250 X 85) EA 1,500.0000 39,000.00 26.000 39,000.0 (S) 111 350 MM CAST-IN-DRILLED HOLE CONCRETE M 250.0000 3,500.00 14.000 3,500.0 (S) PILING 112 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 240.0000 91,200.00 380.000 91,200.0 (S) PILING 113 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 160.0000 324,800.00 1,345.200 215,232.0 (S) PILING (BARRIER) 114 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 210.0000 121,800.00 584.500 122,745.0 (S) PILING (SOUND WALL) 115 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 99,600.00 249.000 99,600.0 (F) 116 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 1,094,400.00 1,824.000 1,094,400.0 (F) 117 STRUCTURAL CONCRETE, APPROACH SLAB M3 450.0000 40,950.00 91.000 40,950.0 (F) (TYPE N) 118 CLASS 1 CONCRETE (RETAINING WALL) M3 450.0000 234,450.00 524.700 236,115.0 (F) 119 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 63,600.00 48.285 57,942.0 (F) 120 DRILL AND BOND DOWEL M 60.0000 13,200.00 225.418 13,525.0 121 CLEAN EXPANSION JOINT M 80.0000 6,400.00 76.000 6,080.0 122 REFINISH BRIDGE DECK M2 125.0000 53,750.00 0.000 0.0 123 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 165.0000 16,995.00 103.000 16,995.0 (SF) 124 SOUND WALL (MASONRY BLOCK) M2 140.0000 642,040.00 4,586.000 642,040.0 (SF) 125 FOOTING (SOUND WALL) M3 450.0000 72,000.00 160.000 72,000.0 (S) 126 JOINT SEAL (ASPHALTIC PLUG) M 150.0000 6,150.00 143.400 21,510.0 (S) 127 JOINT SEAL (MR 40 MM) M 125.0000 13,750.00 0.000 0.0 (S) 128 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 507,429.00 397,245.000 516,418.5 (SF) 129 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7500 36,438.50 21,222.000 37,138.5 (SF) 130 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 7,505.00 1,501.000 7,505.0 (F) WITH WALKWAY) PROGRAM CAS145 PAGE 6 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 12:39 PM ESTIMATE NO. 30 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 06/20/03 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 3,002.00 1,501.000 3,002.0 (SF)WITH WALKWAY) 132 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 294,760.00 67,776.000 338,880.0 (F) 133 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 58,952.00 67,776.000 67,776.0 (SF) 134 ROADSIDE SIGN (BARRIER MOUNTED) EA 790.0000 21,330.00 27.000 21,330.0 135 760 MM CAST-IN-DRILLED-HOLE M 875.0000 62,125.00 55.000 48,125.0 (S) CONCRETE PILE (SIGN FOUNDATION) 136 920 MM CAST-IN-DRILLED-HOLE M 925.0000 15,725.00 42.500 39,312.5 (S) CONCRETE PILE (SIGN FOUNDATION) 137 ROADSIDE SIGN - ONE POST EA 185.0000 15,910.00 98.000 18,130.0 138 ROADSIDE SIGN - TWO POST EA 275.0000 3,575.00 15.000 4,125.0 139 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 3,000.00 27.000 3,375.0 METHOD) 140 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 400.0000 400.00 1.000 400.0 141 INSTALL ROADSIDE SIGN PANEL ON EA 50.0000 100.00 10.000 500.0 EXISTING POST 142 ABUTMENT LUMBER BLOCKING M3 1,200.0000 15,600.00 13.000 15,600.0 (F) 143 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 36,000.00 147.070 35,296.8 144 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 55,000.00 180.360 45,090.0 145 750 MM ALTERNATIVE PIPE CULVERT M 360.0000 7,560.00 26.500 9,540.0 146 450 MM REINFORCED CONCRETE PIPE M 480.0000 21,600.00 60.150 28,872.0 147 600 MM REINFORCED CONCRETE PIPE M 310.0000 49,600.00 166.550 51,630.5 148 BITUMINOUS COATED FLUME DOWNDRAIN M 60.0000 5,940.00 98.360 5,901.6 149 BITUMINOUS COATED TAPERED INLET EA 280.0000 2,800.00 9.000 2,520.0 150 900 MM CORRUGATED STEEL PIPE INLET M 1,200.0000 13,200.00 10.800 12,960.0 (4.27 MM THICK) 151 450 MM CONCRETE FLARED END SECTION EA 600.0000 1,200.00 5.000 3,000.0 152 600 MM CONCRETE FLARED END SECTION EA 700.0000 4,900.00 9.000 6,300.0 153 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 1,800.00 4.000 1,200.0 154 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 350.00 0.000 0.0 155 DRAINAGE MANHOLE EA 3,000.0000 3,000.00 4.000 12,000.0 156 CLASS 4 CONCRETE (BACKFILL) M3 200.0000 6,000.00 16.820 3,364.0 157 ROCK SLOPE PROTECTION M3 230.0000 9,660.00 14.960 3,440.8 (FACING, METHOD B) PROGRAM CAS145 PAGE 7 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 12:39 PM ESTIMATE NO. 30 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 06/20/03 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 SLOPE PAVING (CONCRETE) M3 800.0000 77,600.00 97.000 77,600.0 (F) 159 ROCK SLOPE PROTECTION FABRIC M2 7.0000 2,240.00 62.800 439.6 160 MINOR CONCRETE (GUTTER) M 125.0000 14,750.00 118.000 14,750.0 (F) 161 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 272,250.00 2,893.170 216,987.7 162 MINOR CONCRETE (CURB, SIDEWALK AND M3 530.0000 243,800.00 338.000 179,140.0 CURB RAMP) 163 MISCELLANEOUS IRON AND STEEL KG 1.0200 4,605.30 4,577.000 4,668.5 (SF) 164 MISCELLANEOUS METAL (BRIDGE) KG 14.0000 3,164.00 226.000 3,164.0 (SF) 165 FENCE (TYPE WM AND BW) M 13.0000 2,860.00 0.000 0.0 (S) 166 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 950.0000 950.00 1.000 950.0 (S) 167 DELINEATOR (CLASS 1) EA 30.0000 3,600.00 107.000 3,210.0 168 HIGHWAY POST MARKER EA 35.0000 770.00 22.000 770.0 169 CONCRETE BARRIER MARKER (NON- EA 35.0000 29,050.00 867.000 30,345.0 IMPACTABLE) 170 OBJECT MARKER (TYPE K-1) EA 35.0000 280.00 8.000 280.0 171 OBJECT MARKER (TYPE L-1) EA 35.0000 490.00 6.000 210.0 172 METAL BEAM GUARD RAILING (WOOD POST) M 102.0000 23,460.00 373.910 38,138.8 (S) 173 CHAIN LINK RAILING (TYPE 7) M 164.0000 35,096.00 214.000 35,096.0 (SF) 174 CONCRETE BARRIER (TYPE 25) M 170.0000 8,160.00 48.000 8,160.0 (F) 175 CONCRETE BARRIER (TYPE 25R) M 225.0000 24,075.00 107.000 24,075.0 (F) 176 CONCRETE BARRIER (TYPE 27) M 135.0000 18,225.00 135.000 18,225.0 (F) 177 CONCRETE BARRIER (TYPE 27SV) M 180.0000 176,400.00 980.000 176,400.0 178 CONCRETE BARRIER (TYPE 27R MODIFIED) M 350.0000 16,100.00 46.000 16,100.0 (F) 179 SINGLE THRIE BEAM BARRIER (WOOD POST) M 58.0000 26,680.00 711.430 41,262.9 (S) 180 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 84.0000 92,400.00 1,033.070 86,777.8 (S) 181 CONCRETE BARRIER (TYPE 60A) M 96.0000 14,400.00 150.000 14,400.0 (F) 182 TERMINAL SYSTEM (TYPE ET) EA 2,500.0000 27,500.00 9.000 22,500.0 (S) 183 TERMINAL SYSTEM (TYPE SRT) EA 1,900.0000 3,800.00 7.000 13,300.0 (S) 184 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 4,800.00 10.000 6,000.0 (S) PROGRAM CAS145 PAGE 8 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 12:39 PM ESTIMATE NO. 30 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 06/20/03 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CRASH CUSHION, SAND FILLED EA 6,000.0000 6,000.00 1.000 6,000.0 (S) 186 CONCRETE BARRIER (TYPE 60) M 77.0000 184,800.00 3,212.200 247,339.4 187 CONCRETE BARRIER (TYPE 60C) M 103.0000 641,690.00 5,323.400 548,310.2 188 CONCRETE BARRIER (TYPE 60E) M 540.0000 108,000.00 199.850 107,919.0 189 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 27,300.00 807.750 28,271.2 (S) 190 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.3300 29,205.00 87,635.440 28,919.7 (S) 191 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 15,345.00 9,683.000 15,976.9 (S) 192 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 6,643.00 4,477.000 5,820.1 (S) (BROKEN 3.66 M - 0.92 M) 193 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4000 33,840.00 84,910.000 33,964.0 (S) (BROKEN 10.98 M - 3.66 M) 194 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.0400 371.20 8,962.000 358.4 (S) (BROKEN 5.18 M - 2.14 M) 195 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,380.00 1,140.000 2,280.0 (S) 196 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8000 34,720.00 12,976.000 36,332.8 (S) 197 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 1.000 100,000.0 (S) 198 SIGNAL AND LIGHTING (LOCATION 2) LS 90,000.0000 90,000.00 1.000 90,000.0 (S) 199 LIGHTING (MODIFY) LS 170,000.0000 170,000.00 1.000 170,000.0 (S) 200 LIGHTING AND SIGN ILLUMINATION LS 230,000.0000 230,000.00 1.000 230,000.0 (S) (MODIFY) 201 SIGN ILLUMINATION LS 120,000.0000 120,000.00 1.000 120,000.0 (S) 202 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 5,000.00 2.000 5,000.0 (S) 203 TRAFFIC OPERATION SYSTEM LS 260,000.0000 260,000.00 1.000 260,000.0 (S) PROGRAM CAS145 PAGE 9 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4416U4 TIME 12:39 PM ESTIMATE NO. 30 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 06/20/03 R.E. NAME: KIBUNGUCHY, H DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,206.00 29,256,774.55 ADJUSTMENT OF COMPENSATION 4,602.15 998,633.82 EXTRA WORK 741.33 1,395,002.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 11,549.48 31,650,411.20 204 MOBILIZATION LS 1800,000.0000 1,800,000.00 1.000 1,800,000.0 ORIGINAL CONTRACT AMOUNT 30,852,951.50 TOTAL WORK COMPLETED 11,549.48 33,450,411.20 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -17,744.13 TOTAL 11,549.48 33,432,667.07 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 11/07/05 298 245 16 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/18/02. KIBUNGUCHY, H RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/03