PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 04/23/03 EST. NO.08 TIME 01:34 PM R.E. NAME: OZOWARA, DENIS O. 08-4047U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0016 1,659.33 E.W. @ F.A.(+) 021903 N 001014 0021 215.87 031003 N 001019 0022 215.88 031103 N 001020 0023 204.30 031203 N 001021 0024 215.87 031303 N 001022 0025 645.47 031403 N 001023 0027 1,762.18 010603 N 001025 0028 4,638.64 010703 N 001026 0029 3,073.23 010803 N 001027 0030 1,762.18 011303 N 001028 0040 1,250.90 011203 N 001038 0041 1,382.05 013103 N 001039 0042 1,154.91 021403 N 001040 0043 509.79 021703 N 001041 0044 1,019.59 021803 N 001042 019 0001 2,310.00 E.W. @ F.A.(+) 031303 N 019001 22,020.19 TOTAL THIS ESTIMATE 101,488.70 TOTAL PREVIOUS ESTIMATE 123,508.89 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 04/23/03 EST. NO.08 TIME 01:34 PM R.E. NAME: OZOWARA, DENIS O. 08-4047U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 149 -57,031.60 04 OVERBID ITEM NO. 149 -28,515.80 06 0.00 -85,547.40 TOTAL DEDUCTIONS 0.00 -85,547.40 PROGRAM CAS145 PAGE 1 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 01:34 PM ESTIMATE NO. 08 BID OPENING 05/23/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 04/23/03 LOCATION PROGRESS ESTIMATE 08-SBD-15-R137.0/163.3 ----------------- GRANITE CONSTRUCTION COMPANY IN SAN BERNARDINO COUNTY NEAR BAKER 38000 MONROE STREET FROM 1.9 KM WEST OF EAST BAKER INDIO, CA 92203-9500 OVERCROSSING TO 0.6 KM EAST OF CIMA ROAD OVERCROSSING FED. AID NO. ACIM-015 -3(39)242,ACIM-015 -3(39)N REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 500.0000 500.00 0.250 125.00 002 LEAD COMPLIANCE PLAN LS 500.0000 500.00 1.000 500.00 003 TIME-RELATED OVERHEAD WDAY 6,300.0000 2,394,000.00 19.000 119,700.00 85.000 535,500.00 004 TEMPORARY TORTOISE FENCE M 15.0000 14,400.00 720.000 10,800.00 005 600 MM TEMPORARY CULVERT M 85.0000 35,700.00 125.000 10,625.00 006 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.050 2,500.00 0.224 11,200.00 008 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.020 1,000.00 0.520 26,000.00 (S) 009 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.050 5,000.00 0.224 22,400.00 (S) 010 TEMPORARY PAVEMENT MARKING (PAINT) M2 60.0000 2,280.00 0.000 0.00 (S) 011 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4500 93,150.00 185,296.000 83,383.20 (S) 012 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,070.00 0.000 0.00 (S) 013 FLASHING BEACON (PORTABLE) EA 5,000.0000 10,000.00 1.000 5,000.00 (S) 014 TEMPORARY PAVEMENT MARKER EA 4.0000 38,760.00 8,676.000 34,704.00 (S) 015 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 42,000.00 2.000 14,000.00 (S) 016 TEMPORARY RAILING (TYPE K) M 35.0000 1,214,500.00 28,756.000 1,006,460.00 (S) 017 TEMPORARY CRASH CUSHION MODULE EA 250.0000 11,000.00 96.000 24,000.00 (S) 018 TEMPORARY TRAFFIC SCREEN M 6.0000 185,400.00 0.000 0.00 (S) 019 ABANDON CULVERT EA 1,000.0000 3,000.00 0.000 0.00 020 REMOVE ENTRANCE TAPER EA 500.0000 15,500.00 0.000 0.00 021 REMOVE FLARED END SECTION EA 200.0000 13,000.00 59.000 11,800.00 022 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.4000 105,980.00 104,384.600 146,138.44 PROGRAM CAS145 PAGE 2 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 01:34 PM ESTIMATE NO. 08 BID OPENING 05/23/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.4000 61,180.00 410.000 574.00 STRIPE 024 REMOVE PAVEMENT MARKER EA 0.8000 11,440.00 11,569.000 9,255.20 025 REMOVE SIGN STRUCTURE EA 12,000.0000 60,000.00 0.000 0.00 026 REMOVE ASPHALT CONCRETE M2 12.0000 7,320.00 309.800 3,717.60 027 REMOVE ASPHALT CONCRETE DIKE M 0.7500 22,800.00 200.000 150.00 028 REMOVE CORRUGATED STEEL PIPE M 60.0000 11,400.00 159.560 9,573.60 029 REMOVE INLET EA 300.0000 2,400.00 8.000 2,400.00 030 REMOVE DOWNDRAIN M 50.0000 14,500.00 0.000 0.00 031 REMOVE ASPHALT CONCRETE SURFACING M2 10.0000 23,100.00 0.000 0.00 032 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 300.0000 33,000.00 0.000 0.00 033 SALVAGE METAL BEAM GUARD RAILING M 16.0000 29,760.00 866.720 13,867.52 034 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 035 RELAY ENTRANCE TAPER AND PIPE DOWNDRAIN EA 800.0000 7,200.00 0.000 0.00 036 RELAY STEEL FLARED END SECTION EA 325.0000 20,800.00 34.000 11,050.00 037 RESET ROADSIDE SIGN (TWO POST) EA 1,000.0000 2,000.00 0.000 0.00 038 RELOCATE ROADSIDE SIGN-ONE POST EA 500.0000 1,000.00 0.000 0.00 039 RELOCATE ROADSIDE SIGN-TWO POST EA 1,000.0000 1,000.00 0.000 0.00 040 PLASTIC PIPE LINER (538 MM O.D.) M 300.0000 33,000.00 0.000 0.00 041 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.5500 110,000.00 16,989.000 9,343.95 (S) (30 MM MAXIMUM) 042 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.8000 217,800.00 0.000 0.00 (S) (60 MM MAXIMUM) 043 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.2000 624,800.00 3,808.800 8,379.36 3,808.800 8,379.36 (S) (90 MM MAXIMUM) 044 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.1000 165,230.00 1,132.160 3,509.70 (S) (120 MM MAXIMUM) 045 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 9,040.00 0.000 0.00 (S) (135 MM MAXIMUM) 046 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.8000 26,496.00 0.000 0.00 (S) (180 MM MAXIMUM) 047 REMOVE CONCRETE CURB M 12.0000 8,640.00 222.500 2,670.00 048 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 46,400.00 0.000 0.00 049 CLEAN BRIDGE DECK M2 12.0000 9,396.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 01:34 PM ESTIMATE NO. 08 BID OPENING 05/23/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (MISCELLANEOUS) M3 1,000.0000 8,000.00 0.000 0.00 051 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,890.0000 20,890.00 0.800 16,712.00 052 BRIDGE REMOVAL (PORTION), LOCATION B LS 4,980.0000 4,980.00 1.000 4,980.00 053 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,420.0000 5,420.00 1.000 5,420.00 054 BRIDGE REMOVAL (PORTION), LOCATION D LS 10,930.0000 10,930.00 1.000 10,930.00 055 BRIDGE REMOVAL (PORTION), LOCATION E LS 4,980.0000 4,980.00 1.000 4,980.00 056 BRIDGE REMOVAL (PORTION), LOCATION F LS 3,560.0000 3,560.00 0.000 0.00 057 BRIDGE REMOVAL (PORTION), LOCATION G LS 3,290.0000 3,290.00 0.000 0.00 058 BRIDGE REMOVAL (PORTION), LOCATION H LS 6,490.0000 6,490.00 0.000 0.00 059 BRIDGE REMOVAL (PORTION), LOCATION I LS 5,960.0000 5,960.00 0.000 0.00 060 BRIDGE REMOVAL (PORTION), LOCATION J LS 6,850.0000 6,850.00 0.000 0.00 061 BRIDGE REMOVAL, LOCATION K LS 16,000.0000 16,000.00 1.000 16,000.00 062 BRIDGE REMOVAL, LOCATION L LS 29,000.0000 29,000.00 0.000 0.00 063 DEVELOP WATER SUPPLY LS 27,000.0000 27,000.00 0.850 22,950.00 064 ROADWAY EXCAVATION M3 6.5000 370,500.00 26,006.000 169,039.00 71,250.000 463,125.00 065 ROADWAY EXCAVATION (TYPE Y) M3 2.5000 45,000.00 1,724.000 4,310.00 13,747.200 34,368.00 (AERIALLY DEPOSITED LEAD) 066 ROADWAY EXCAVATION (DETOUR REMOVAL) M3 7.0000 195,300.00 0.000 0.00 067 SHOULDER BACKING STA 70.0000 95,200.00 0.000 0.00 068 STRUCTURE EXCAVATION (BRIDGE) M3 35.0000 79,450.00 1,297.000 45,395.00 1,789.000 62,615.00 (F) 069 STRUCTURE EXCAVATION (ROCK) M3 125.0000 16,625.00 133.000 16,625.00 133.000 16,625.00 (F) 070 STRUCTURE EXCAVATION (RETAINING WALL) M3 27.0000 2,700.00 0.000 0.00 (F) 071 STRUCTURE BACKFILL (BRIDGE) M3 27.0000 41,040.00 10.080 272.16 10.080 272.16 (F) 072 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 1,480.00 0.000 0.00 (F) 073 SAND BACKFILL M3 375.0000 5,625.00 0.000 0.00 074 IMPORTED BORROW M3 6.7500 2,133,000.00 62,813.420 423,990.59 147,539.670 995,892.77 075 FIBER (EROSION CONTROL) KG 1.0000 27,000.00 0.000 0.00 (S) 076 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 13,500.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 01:34 PM ESTIMATE NO. 08 BID OPENING 05/23/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 TRANSPLANT JOSHUA TREE EA 600.0000 12,000.00 20.000 12,000.00 (S) 078 CLASS 2 AGGREGATE BASE M3 21.0000 1,493,100.00 5,443.200 114,307.20 7,822.130 164,264.73 079 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 8,750.00 0.000 0.00 080 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 125.0000 21,250.00 13.500 1,687.50 081 ASPHALT CONCRETE TONN 34.0000 3,502,000.00 5,887.490 200,174.66 082 ASPHALT CONCRETE (TYPE B) TONN 41.0000 463,300.00 0.000 0.00 083 ASPHALT CONCRETE (LEVELING) TONN 37.0000 108,780.00 6,322.790 233,943.23 084 ASPHALT CONCRETE TONN 40.0000 8,040,000.00 334.710 13,388.40 334.710 13,388.40 (TYPE C - PBA-6A MODIFIED) 085 ASPHALT CONCRETE (TYPE C - AR 8000) TONN 36.0000 2,023,200.00 324.400 11,678.40 324.400 11,678.40 086 ASPHALT CONCRETE (OPEN GRADED) TONN 38.0000 832,200.00 0.000 0.00 087 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 46.0000 159,160.00 0.000 0.00 AREA) 088 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 1.5000 1,935.00 0.000 0.00 089 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.5000 40,050.00 0.000 0.00 090 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 1.5000 3,270.00 0.000 0.00 091 RUMBLE STRIP STA 10.0000 16,500.00 0.000 0.00 092 CONCRETE PAVEMENT M3 74.0000 7,770,000.00 0.000 0.00 093 SEAL PAVEMENT JOINT M 3.0000 405,000.00 0.000 0.00 094 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 315.0000 94,185.00 57.730 18,184.95 309.250 97,413.75 (S) PILING 095 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 0.000 0.00 (S) 096 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 375.0000 142,500.00 130.800 49,050.00 130.800 49,050.00 (F) 097 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 786,000.00 70.380 42,228.00 70.380 42,228.00 (F) 098 STRUCTURAL CONCRETE, RETAINING WALL M3 600.0000 14,400.00 0.000 0.00 (F) 099 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 167,450.00 0.000 0.00 (F) (TYPE N) 100 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 229,600.00 0.000 0.00 (TYPE R) 101 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 12,000.00 11.090 11,090.00 (F) 102 PAVING NOTCH EXTENSION M3 2,500.0000 17,500.00 0.000 0.00 103 DRILL AND BOND DOWEL M 50.0000 2,000.00 3.900 195.00 3.900 195.00 PROGRAM CAS145 PAGE 5 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 01:34 PM ESTIMATE NO. 08 BID OPENING 05/23/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH POLYESTER CONCRETE OVERLAY M3 1,500.0000 120,000.00 0.000 0.00 105 PLACE POLYESTER CONCRETE OVERLAY M2 15.0000 46,650.00 0.000 0.00 (F) 106 JOINT SEAL (TYPE AL) M 120.0000 1,440.00 0.000 0.00 (S) 107 JOINT SEAL (MR 15 MM) M 100.0000 53,400.00 0.000 0.00 (S) 108 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 119,870.00 25,373.100 25,373.10 34,783.100 34,783.10 (SF) 109 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 1,240.00 0.000 0.00 (SF) 110 BAR REINFORCING STEEL (EPOXY COATED) KG 2.0000 110,740.00 3,557.170 7,114.34 3,557.170 7,114.34 (SF)(BRIDGE) 111 SILANE SEAL CONCRETE SURFACE M2 16.0000 48,960.00 0.000 0.00 (F) 112 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 4.2500 6,693.75 0.000 0.00 (F) 113 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.5000 3,937.50 0.000 0.00 (F) 114 FURNISH SIGN STRUCTURE (TRUSS) KG 4.2500 107,525.00 0.000 0.00 (F) 115 INSTALL SIGN STRUCTURE (TRUSS) KG 2.5000 63,250.00 0.000 0.00 (F) 116 760 MM CAST-IN-DRILLED-HOLE M 1.0000 24.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 117 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 33,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 118 ROADSIDE SIGN - ONE POST EA 250.0000 500.00 0.000 0.00 119 ROADSIDE SIGN - TWO POST EA 350.0000 1,050.00 0.000 0.00 120 600 MM BITUMINOUS COATED CORRUGATED M 200.0000 158,000.00 645.110 129,022.00 STEEL PIPE (2.01 MM THICK) 121 900 MM BITUMINOUS COATED CORRUGATED M 230.0000 36,800.00 216.450 49,783.50 STEEL PIPE (2.01 MM THICK) 122 900 MM CORRUGATED STEEL PIPE INLET M 450.0000 24,750.00 41.200 18,540.00 (2.01 MM THICK) 123 ROCK SLOPE PROTECTION M3 150.0000 4,200.00 0.000 0.00 (F) (1/4 TON, METHOD B) 124 ROCK SLOPE PROTECTION FABRIC M2 20.0000 1,380.00 0.000 0.00 (F) 125 MISCELLANEOUS IRON AND STEEL KG 2.5000 12,950.00 1,977.000 4,942.50 (S) 126 TEMPORARY TORTOISE FENCE M 14.0000 970,200.00 82,400.000 1,153,600.00 127 DELINEATOR (CLASS 1) EA 40.0000 19,200.00 0.000 0.00 128 OBJECT MARKER (TYPE P) EA 200.0000 200.00 0.000 0.00 129 METAL BEAM GUARD RAILING (WOOD POST) M 80.0000 285,600.00 0.000 0.00 (S) 130 TERMINAL SYSTEM (TYPE ET) EA 4,000.0000 36,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 6 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 01:34 PM ESTIMATE NO. 08 BID OPENING 05/23/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 142,000.00 0.000 0.00 (S) 132 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 8,000.00 0.000 0.00 (S) 133 RETURN SECTION EA 200.0000 1,600.00 0.000 0.00 (S) 134 CRASH CUSHION, SAND FILLED EA 5,400.0000 21,600.00 0.000 0.00 (S) 135 CONCRETE BARRIER (TYPE 732) M 230.0000 50,140.00 0.000 0.00 (F) 136 CONCRETE BARRIER (TYPE 732R) M 275.0000 18,700.00 0.000 0.00 (F) 137 CONCRETE BARRIER (TYPE 732 MOD) M 300.0000 98,700.00 0.000 0.00 (F) 138 THERMOPLASTIC PAVEMENT MARKING M2 20.0000 5,200.00 0.000 0.00 (S) 139 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 158,500.00 0.000 0.00 (S) (SPRAYABLE) 140 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 24,225.00 0.000 0.00 (S) 141 PAVEMENT MARKER EA 9.0000 316,800.00 0.000 0.00 (S) (RETROREFLECTIVE-RECESSED) 142 HIGHWAY LIGHTING LS 325,000.0000 325,000.00 0.534 173,550.00 (S) 143 LIGHTING (STAGE CONSTRUCTION) LS 175,000.7500 175,000.75 0.180 31,500.14 (S) 144 SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.000 0.00 (S) 145 MODIFY SIGN ILLUMINATION LS 10,000.0000 10,000.00 0.000 0.00 (S) 146 MODIFY TRAFFIC MONITORING STATION LS 10,000.0000 10,000.00 0.000 0.00 (S) (COUNT) 147 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 148 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 4,600.00 0.000 0.00 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 01:34 PM ESTIMATE NO. 08 BID OPENING 05/23/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/03 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,077,730.50 6,112,695.75 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 22,020.19 123,508.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,099,750.69 6,236,204.64 149 MOBILIZATION LS 4482,400.0000 4,482,400.00 0.750 3,361,800.00 ORIGINAL CONTRACT AMOUNT 43,683,368.00 TOTAL WORK COMPLETED 1,099,750.69 9,598,004.64 MATERIALS ON HAND ON SITE 65,510.57 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -85,547.40 TOTAL 1,099,750.69 9,577,967.81 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 149 MOBILIZATION 4,368,336.80 4,482,400.00 114,063.20 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 07/12/02 380 10/08/02 09/10/02 06/25/04 86 9 0 0 21% 23% PROGRESS IS SATISFACTORY OZOWARA, DENIS O. RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 04/23/03