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 01/26/04 EST. NO.20 TIME 10:36 AM 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 0203 57.05 E.W. @ F.A.(+) 110603 N 001201 0204 569.11 080703 N 001202 0205 249.36 111703 N 001203 0206 233.21 111803 N 001204 0207 67.31 111903 N 001205 0208 250.45 111903 N 001206 0209 508.10 112003 N 001207 0210 42.79 112003 N 001208 0211 34.59 112403 N 001209 0212 267.78 120303 N 001210 0213 1,109.10 120403 N 001211 0214 318.06 120503 N 001212 0215 819.66 120803 N 001213 0216 1,049.56 120203 N 001214 0217 375.80 101803 N 001215 0218 304.69 120803 N 228120 0219 1,702.11 090803 N 001217 0220 414.33 090903 N 001218 0221 779.82 101503 N 001219 0222 1,780.76 101703 N 001220 0223 1,714.34 102103 N 001221 0224 2,953.06 121803 N 001222 0225 318.06 121103 N 001223 004 0011 1,210.00 E.W. @ F.A.(+) 120803 N 004008 0012 500.00 120803 N 004009 0013 500.00 120803 N 004010 009 0001 -76,475.00 A.C. @ U.P.(-) 021103 N 0001 0 0002 -30,428.50 A.C. @ L.S.(-) 040103 N 0002 0 010 0055 2,813.73 E.W. @ F.A.(+) 072303 N 010054 013 0016 3,577.87 E.W. @ F.A.(+) 031903 N 013016 0033 4,536.16 051403 N 013033 0034 7,636.19 051503 N 013034 0035 3,189.67 051503 N 013035 014 0002 9,192.00 E.W. @ L.S.(+) 120403 N 014002 015 0015 152.94 E.W. @ F.A.(+) 030503 N 015015 019 0005 2,750.00 E.W. @ F.A.(+) 113003 N 019005 025 0001 34,622.00 E.W. @ L.S.(+) 120403 N 025001 026 0013 14,813.04 E.W. @ F.A.(+) 110303 N 026013 033 0001 4,488.49 E.W. @ F.A.(+) 080703 N 033001 0002 790.05 081903 N 033002 0003 1,708.47 082003 N 033003 0004 725.59 082103 N 033004 0005 1,735.42 091003 N 033005 0006 1,520.15 091103 N 033006 0007 2,670.90 091203 N 033007 0008 1,233.82 091003 N 033008 034 0001 9,450.00 E.W. @ L.S.(+) 120403 N 034001 18,832.09 TOTAL THIS ESTIMATE 674,545.73 TOTAL PREVIOUS ESTIMATE 693,377.82 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 01/26/04 EST. NO.20 TIME 10:36 AM R.E. NAME: OZOWARA, DENIS O. 08-4047U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MIX DESIGN CHANGE -1,500.00 10 MIX DESIGN -1,500.00 14 NON-COMPLIANCE SWPPP -643,800.00 16 25% SWPPP RETENTION -364,286.04 18 NON-COMPLIANCE SWPPP 643,800.00 19 25% SWPPP RETENTION 364,286.04 19 0.00 -3,000.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -4,000.00 19 MISSING DOCUMENTS -4,000.00 20 -4,000.00 -8,000.00 OVERBID ITEMS OVERBID ITEM NO. 149 -57,031.60 04 OVERBID ITEM NO. 149 -28,515.80 06 OVERBID ITEM NO. 149 -22,812.64 09 OVERBID ITEM NO. 149 -5,703.16 16 0.00 -114,063.20 TOTAL DEDUCTIONS -4,000.00 -125,063.20 PROGRAM CAS145 PAGE 1 DATE 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 10:36 AM ESTIMATE NO. 20 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 01/20/04 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 01/26/04 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 500.0000 500.00 0.750 375.00 02 LEAD COMPLIANCE PLAN LS 500.0000 500.00 1.000 500.00 03 TIME-RELATED OVERHEAD WDAY 6,300.0000 2,394,000.00 2.000 12,600.00 246.000 1,549,800.00 04 TEMPORARY TORTOISE FENCE M 15.0000 14,400.00 720.000 10,800.00 05 600 MM TEMPORARY CULVERT M 85.0000 35,700.00 155.500 13,217.50 06 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.003 150.00 0.642 32,100.00 08 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.010 500.00 0.690 34,500.00 S) 09 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.003 300.00 0.642 64,200.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 60.0000 2,280.00 0.000 0.00 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4500 93,150.00 390,755.000 175,839.75 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,070.00 0.000 0.00 S) 13 FLASHING BEACON (PORTABLE) EA 5,000.0000 10,000.00 1.000 5,000.00 S) 14 TEMPORARY PAVEMENT MARKER EA 4.0000 38,760.00 18,013.000 72,052.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 42,000.00 2.000 14,000.00 5.000 35,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 35.0000 1,214,500.00 58,966.480 2,063,826.80 S) 17 TEMPORARY CRASH CUSHION MODULE EA 250.0000 11,000.00 297.000 74,250.00 S) 18 TEMPORARY TRAFFIC SCREEN M 6.0000 185,400.00 0.000 0.00 S) 19 ABANDON CULVERT EA 1,000.0000 3,000.00 3.000 3,000.00 20 REMOVE ENTRANCE TAPER EA 500.0000 15,500.00 12.000 6,000.00 21 REMOVE FLARED END SECTION EA 200.0000 13,000.00 59.000 11,800.00 22 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.4000 105,980.00 110,342.600 154,479.64 PROGRAM CAS145 PAGE 2 DATE 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 10:36 AM ESTIMATE NO. 20 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 01/20/04 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 01/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.4000 61,180.00 410.000 574.00 STRIPE 24 REMOVE PAVEMENT MARKER EA 0.8000 11,440.00 11,944.000 9,555.20 25 REMOVE SIGN STRUCTURE EA 12,000.0000 60,000.00 5.000 60,000.00 26 REMOVE ASPHALT CONCRETE M2 12.0000 7,320.00 504.900 6,058.80 27 REMOVE ASPHALT CONCRETE DIKE M 0.7500 22,800.00 27,273.000 20,454.75 28 REMOVE CORRUGATED STEEL PIPE M 60.0000 11,400.00 187.060 11,223.60 29 REMOVE INLET EA 300.0000 2,400.00 8.000 2,400.00 30 REMOVE DOWNDRAIN M 50.0000 14,500.00 123.600 6,180.00 31 REMOVE ASPHALT CONCRETE SURFACING M2 10.0000 23,100.00 2,579.310 25,793.10 32 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 300.0000 33,000.00 19.000 5,700.00 33 SALVAGE METAL BEAM GUARD RAILING M 16.0000 29,760.00 1,581.010 25,296.16 34 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 35 RELAY ENTRANCE TAPER AND PIPE DOWNDRAIN EA 800.0000 7,200.00 5.000 4,000.00 36 RELAY STEEL FLARED END SECTION EA 325.0000 20,800.00 34.000 11,050.00 37 RESET ROADSIDE SIGN (TWO POST) EA 1,000.0000 2,000.00 0.000 0.00 38 RELOCATE ROADSIDE SIGN-ONE POST EA 500.0000 1,000.00 0.000 0.00 39 RELOCATE ROADSIDE SIGN-TWO POST EA 1,000.0000 1,000.00 0.000 0.00 40 PLASTIC PIPE LINER (538 MM O.D.) M 300.0000 33,000.00 0.000 0.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.5500 110,000.00 54,018.120 29,709.97 S) (30 MM MAXIMUM) 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.8000 217,800.00 128,294.790 230,930.62 S) (60 MM MAXIMUM) 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.2000 624,800.00 157,385.810 346,248.78 S) (90 MM MAXIMUM) 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.1000 165,230.00 138,208.540 428,446.47 S) (120 MM MAXIMUM) 45 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 9,040.00 57,048.660 228,194.64 S) (135 MM MAXIMUM) 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.8000 26,496.00 80,157.670 384,756.82 S) (180 MM MAXIMUM) 47 REMOVE CONCRETE CURB M 12.0000 8,640.00 458.400 5,500.80 48 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 46,400.00 1,114.360 22,287.20 49 CLEAN BRIDGE DECK M2 12.0000 9,396.00 790.000 9,480.00 PROGRAM CAS145 PAGE 3 DATE 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 10:36 AM ESTIMATE NO. 20 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 01/20/04 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 01/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE (MISCELLANEOUS) M3 1,000.0000 8,000.00 0.000 0.00 51 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,890.0000 20,890.00 1.000 20,890.00 52 BRIDGE REMOVAL (PORTION), LOCATION B LS 4,980.0000 4,980.00 1.000 4,980.00 53 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,420.0000 5,420.00 1.000 5,420.00 54 BRIDGE REMOVAL (PORTION), LOCATION D LS 10,930.0000 10,930.00 1.000 10,930.00 55 BRIDGE REMOVAL (PORTION), LOCATION E LS 4,980.0000 4,980.00 1.000 4,980.00 56 BRIDGE REMOVAL (PORTION), LOCATION F LS 3,560.0000 3,560.00 1.000 3,560.00 57 BRIDGE REMOVAL (PORTION), LOCATION G LS 3,290.0000 3,290.00 0.950 3,125.50 58 BRIDGE REMOVAL (PORTION), LOCATION H LS 6,490.0000 6,490.00 1.000 6,490.00 59 BRIDGE REMOVAL (PORTION), LOCATION I LS 5,960.0000 5,960.00 0.900 5,364.00 60 BRIDGE REMOVAL (PORTION), LOCATION J LS 6,850.0000 6,850.00 0.850 5,822.50 61 BRIDGE REMOVAL, LOCATION K LS 16,000.0000 16,000.00 1.000 16,000.00 62 BRIDGE REMOVAL, LOCATION L LS 29,000.0000 29,000.00 1.000 29,000.00 63 DEVELOP WATER SUPPLY LS 27,000.0000 27,000.00 1.000 27,000.00 64 ROADWAY EXCAVATION M3 6.5000 370,500.00 112,174.290 729,132.89 65 ROADWAY EXCAVATION (TYPE Y) M3 2.5000 45,000.00 18,000.000 45,000.00 (AERIALLY DEPOSITED LEAD) 66 ROADWAY EXCAVATION (DETOUR REMOVAL) M3 7.0000 195,300.00 8,251.000 57,757.00 67 SHOULDER BACKING STA 70.0000 95,200.00 319.000 22,330.00 68 STRUCTURE EXCAVATION (BRIDGE) M3 35.0000 79,450.00 2,289.330 80,126.55 F) 69 STRUCTURE EXCAVATION (ROCK) M3 125.0000 16,625.00 133.000 16,625.00 F) 70 STRUCTURE EXCAVATION (RETAINING WALL) M3 27.0000 2,700.00 100.000 2,700.00 F) 71 STRUCTURE BACKFILL (BRIDGE) M3 27.0000 41,040.00 105.500 2,848.50 1,215.050 32,806.35 F) 72 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 1,480.00 74.000 1,480.00 F) 73 SAND BACKFILL M3 375.0000 5,625.00 8.000 3,000.00 74 IMPORTED BORROW M3 6.7500 2,133,000.00 250,000.000 1,687,500.00 75 FIBER (EROSION CONTROL) KG 1.0000 27,000.00 0.000 0.00 S) 76 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 13,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 10:36 AM ESTIMATE NO. 20 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 01/20/04 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 01/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TRANSPLANT JOSHUA TREE EA 600.0000 12,000.00 20.000 12,000.00 S) 78 CLASS 2 AGGREGATE BASE M3 21.0000 1,493,100.00 85,030.850 1,785,647.85 79 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 8,750.00 32.780 8,195.00 80 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 125.0000 21,250.00 13.500 1,687.50 81 ASPHALT CONCRETE TONN 34.0000 3,502,000.00 42,794.110 1,454,999.74 82 ASPHALT CONCRETE (TYPE B) TONN 41.0000 463,300.00 3,436.780 140,907.98 83 ASPHALT CONCRETE (LEVELING) TONN 37.0000 108,780.00 6,322.790 233,943.23 84 ASPHALT CONCRETE TONN 40.0000 8,040,000.00 194,354.370 7,774,174.80 (TYPE C - PBA-6A MODIFIED) 85 ASPHALT CONCRETE (TYPE C - AR 8000) TONN 36.0000 2,023,200.00 42,238.240 1,520,576.64 86 ASPHALT CONCRETE (OPEN GRADED) TONN 38.0000 832,200.00 0.000 0.00 87 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 46.0000 159,160.00 5,505.980 253,275.08 AREA) 88 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 1.5000 1,935.00 406.010 609.02 89 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.5000 40,050.00 8,487.400 12,731.10 90 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 1.5000 3,270.00 586.700 880.05 91 RUMBLE STRIP STA 10.0000 16,500.00 0.000 0.00 92 CONCRETE PAVEMENT M3 74.0000 7,770,000.00 2,036.000 150,664.00 11,346.710 839,656.54 93 SEAL PAVEMENT JOINT M 3.0000 405,000.00 0.000 0.00 94 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 315.0000 94,185.00 309.250 97,413.75 S) PILING 95 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 0.100 5,000.00 0.100 5,000.00 S) 96 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 375.0000 142,500.00 383.370 143,763.75 F) 97 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 786,000.00 3.020 1,812.00 1,161.500 696,900.00 F) 98 STRUCTURAL CONCRETE, RETAINING WALL M3 600.0000 14,400.00 27.000 16,200.00 F) 99 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 167,450.00 160.550 136,467.50 F) (TYPE N) 00 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 229,600.00 140.350 98,245.00 (TYPE R) 01 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 12,000.00 11.090 11,090.00 F) 02 PAVING NOTCH EXTENSION M3 2,500.0000 17,500.00 3.660 9,150.00 03 DRILL AND BOND DOWEL M 50.0000 2,000.00 35.420 1,771.00 PROGRAM CAS145 PAGE 5 DATE 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 10:36 AM ESTIMATE NO. 20 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 01/20/04 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 01/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH POLYESTER CONCRETE OVERLAY M3 1,500.0000 120,000.00 73.320 109,980.00 05 PLACE POLYESTER CONCRETE OVERLAY M2 15.0000 46,650.00 1,950.150 29,252.25 F) 06 JOINT SEAL (TYPE AL) M 120.0000 1,440.00 11.000 1,320.00 S) 07 JOINT SEAL (MR 15 MM) M 100.0000 53,400.00 311.220 31,122.00 S) 08 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 119,870.00 115,649.000 115,649.00 SF) 09 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 1,240.00 1,240.000 1,240.00 SF) 10 BAR REINFORCING STEEL (EPOXY COATED) KG 2.0000 110,740.00 38,320.300 76,640.60 SF)(BRIDGE) 11 SILANE SEAL CONCRETE SURFACE M2 16.0000 48,960.00 0.000 0.00 F) 12 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 4.2500 6,693.75 1,575.000 6,693.75 F) 13 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.5000 3,937.50 1,575.000 3,937.50 F) 14 FURNISH SIGN STRUCTURE (TRUSS) KG 4.2500 107,525.00 25,300.000 107,525.00 F) 15 INSTALL SIGN STRUCTURE (TRUSS) KG 2.5000 63,250.00 25,300.000 63,250.00 F) 16 760 MM CAST-IN-DRILLED-HOLE M 1.0000 24.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 17 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 33,000.00 35.500 35,500.00 CONCRETE PILE (SIGN FOUNDATION) 18 ROADSIDE SIGN - ONE POST EA 250.0000 500.00 0.000 0.00 19 ROADSIDE SIGN - TWO POST EA 350.0000 1,050.00 0.000 0.00 20 600 MM BITUMINOUS COATED CORRUGATED M 200.0000 158,000.00 790.860 158,172.00 STEEL PIPE (2.01 MM THICK) 21 900 MM BITUMINOUS COATED CORRUGATED M 230.0000 36,800.00 216.450 49,783.50 STEEL PIPE (2.01 MM THICK) 22 900 MM CORRUGATED STEEL PIPE INLET M 450.0000 24,750.00 41.200 18,540.00 (2.01 MM THICK) 23 ROCK SLOPE PROTECTION M3 150.0000 4,200.00 0.000 0.00 F) (1/4 TON, METHOD B) 24 ROCK SLOPE PROTECTION FABRIC M2 20.0000 1,380.00 0.000 0.00 F) 25 MISCELLANEOUS IRON AND STEEL KG 2.5000 12,950.00 4,647.000 11,617.50 S) 26 TEMPORARY TORTOISE FENCE M 14.0000 970,200.00 82,400.000 1,153,600.00 27 DELINEATOR (CLASS 1) EA 40.0000 19,200.00 136.000 5,440.00 28 OBJECT MARKER (TYPE P) EA 200.0000 200.00 0.000 0.00 29 METAL BEAM GUARD RAILING (WOOD POST) M 80.0000 285,600.00 1,174.690 93,975.20 S) 30 TERMINAL SYSTEM (TYPE ET) EA 4,000.0000 36,000.00 1.000 4,000.00 S) PROGRAM CAS145 PAGE 6 DATE 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 10:36 AM ESTIMATE NO. 20 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 01/20/04 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 01/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 142,000.00 26.000 52,000.00 S) 32 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 8,000.00 4.000 4,000.00 S) 33 RETURN SECTION EA 200.0000 1,600.00 4.000 800.00 S) 34 CRASH CUSHION, SAND FILLED EA 5,400.0000 21,600.00 0.000 0.00 S) 35 CONCRETE BARRIER (TYPE 732) M 230.0000 50,140.00 158.000 36,340.00 F) 36 CONCRETE BARRIER (TYPE 732R) M 275.0000 18,700.00 18.000 4,950.00 F) 37 CONCRETE BARRIER (TYPE 732 MOD) M 300.0000 98,700.00 108.000 32,400.00 F) 38 THERMOPLASTIC PAVEMENT MARKING M2 20.0000 5,200.00 0.000 0.00 S) 39 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 158,500.00 0.000 0.00 S) (SPRAYABLE) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 24,225.00 0.000 0.00 S) 41 PAVEMENT MARKER EA 9.0000 316,800.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 42 HIGHWAY LIGHTING LS 325,000.0000 325,000.00 0.697 226,525.00 S) 43 LIGHTING (STAGE CONSTRUCTION) LS 175,000.7500 175,000.75 0.337 58,975.25 S) 44 SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.556 13,900.00 S) 45 MODIFY SIGN ILLUMINATION LS 10,000.0000 10,000.00 0.000 0.00 S) 46 MODIFY TRAFFIC MONITORING STATION LS 10,000.0000 10,000.00 0.000 0.00 S) (COUNT) 47 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 48 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 4,600.00 4.600 4,600.00 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 01/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 10:36 AM ESTIMATE NO. 20 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 01/20/04 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 01/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 187,874.50 26,770,365.47 ADJUSTMENT OF COMPENSATION -106,903.50 -100,323.08 EXTRA WORK 125,735.59 793,700.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 206,706.59 27,463,743.29 49 MOBILIZATION LS 4482,400.0000 4,482,400.00 1.000 4,482,400.00 ORIGINAL CONTRACT AMOUNT 43,683,368.00 TOTAL WORK COMPLETED 206,706.59 31,946,143.29 MATERIALS ON HAND ON SITE 212,916.53 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,000.00 -125,063.20 TOTAL 202,706.59 32,033,996.62 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 08/03/04 246 94 3 0 68% 64% PROGRESS IS SATISFACTORY OZOWARA, DENIS O. RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 01/26/04