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 08/13/03 EST. NO.13 TIME 09:13 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 0084 1,808.05 E.W. @ F.A.(+) 030303 N 001082 0085 1,745.59 052003 N 001083 0086 1,183.09 052803 N 001084 0087 1,846.68 052903 N 001085 0088 1,428.17 060203 N 001086 0089 731.10 060303 N 001087 0090 1,141.44 060303 N 001088 0091 376.32 060403 N 001089 0092 1,497.50 060403 N 001090 0093 608.17 060503 N 001091 0094 280.69 060603 N 001092 0095 204.12 060903 N 001093 0113 1,059.34 050103 N 001111 0115 1,364.57 050503 N 001113 0116 2,257.88 050603 N 001114 0117 1,625.41 050703 N 001115 0118 3,213.93 050603 N 001116 0119 2,137.95 061103 N 001117 0120 702.34 061603 N 001118 0125 1,062.11 062303 N 001123 0126 855.10 062403 N 001124 0128 533.46 062603 N 001126 0129 234.11 062603 N 001127 0130 1,379.07 062703 N 001128 0132 253.21 070803 N 001130 0133 249.10 070903 N 001131 0134 234.11 071003 N 001132 0136 219.15 071103 N 001134 0137 73.69 071103 N 001135 0138 290.06 071403 N 001136 0139 2,466.37 031903 N 001137 0142 204.12 071503 N 001140 0143 124.73 071603 N 001141 0144 204.12 071603 N 001142 010 0035 1,510.47 E.W. @ F.A.(+) 060203 N 010034 0036 2,336.33 060403 N 010035 0037 2,466.67 060303 N 010036 0038 1,211.68 050103 N 010037 0041 2,975.98 050703 N 010040 0042 2,054.87 050803 N 010041 0043 987.29 051603 N 010042 0044 2,743.59 050703 N 010043 0045 1,252.33 050803 N 010044 0046 2,200.86 051203 N 010045 012 0001 19,242.54 E.W. @ F.A.(+) 071803 N 012001 013 0030 1,897.54 E.W. @ F.A.(+) 061903 N 013030 0031 280.13 061903 N 013031 74,755.13 TOTAL THIS ESTIMATE 307,028.20 TOTAL PREVIOUS ESTIMATE 381,783.33 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 08/13/03 EST. NO.13 TIME 09:13 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 0.00 -1,500.00 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 0.00 -108,360.04 TOTAL DEDUCTIONS 0.00 -109,860.04 PROGRAM CAS145 PAGE 1 DATE 08/13/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 09:13 AM ESTIMATE NO. 13 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 07/18/03 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 08/13/03 LOCATION RERUN SUPPLEMENTAL 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 0.250 125.00 02 LEAD COMPLIANCE PLAN LS 500.0000 500.00 1.000 500.00 03 TIME-RELATED OVERHEAD WDAY 6,300.0000 2,394,000.00 143.000 900,900.00 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 0.376 18,800.00 08 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.580 29,000.00 S) 09 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.376 37,600.00 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 93,150.00 185,296.000 83,383.20 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 8,676.000 34,704.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 42,000.00 1.000 7,000.00 3.000 21,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 35.0000 1,214,500.00 28,780.380 1,007,313.30 S) 17 TEMPORARY CRASH CUSHION MODULE EA 250.0000 11,000.00 110.000 27,500.00 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 2.000 2,000.00 20 REMOVE ENTRANCE TAPER EA 500.0000 15,500.00 1.000 500.00 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 105,980.00 104,384.600 146,138.44 PROGRAM CAS145 PAGE 2 DATE 08/13/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 09:13 AM ESTIMATE NO. 13 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 07/18/03 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 08/13/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,569.000 9,255.20 25 REMOVE SIGN STRUCTURE EA 12,000.0000 60,000.00 0.000 0.00 26 REMOVE ASPHALT CONCRETE M2 12.0000 7,320.00 309.800 3,717.60 27 REMOVE ASPHALT CONCRETE DIKE M 0.7500 22,800.00 16,676.000 12,507.00 28 REMOVE CORRUGATED STEEL PIPE M 60.0000 11,400.00 159.560 9,573.60 29 REMOVE INLET EA 300.0000 2,400.00 8.000 2,400.00 30 REMOVE DOWNDRAIN M 50.0000 14,500.00 4.600 230.00 123.600 6,180.00 31 REMOVE ASPHALT CONCRETE SURFACING M2 10.0000 23,100.00 142.500 1,425.00 1,293.210 12,932.10 32 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 300.0000 33,000.00 18.000 5,400.00 19.000 5,700.00 33 SALVAGE METAL BEAM GUARD RAILING M 16.0000 29,760.00 866.720 13,867.52 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 2.000 1,600.00 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 43,967.200 24,181.96 S) (30 MM MAXIMUM) 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.8000 217,800.00 9,781.200 17,606.16 S) (60 MM MAXIMUM) 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.2000 624,800.00 79,823.000 175,610.60 S) (90 MM MAXIMUM) 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.1000 165,230.00 2,601.350 8,064.19 53,983.510 167,348.88 S) (120 MM MAXIMUM) 45 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 9,040.00 34,005.600 136,022.40 S) (135 MM MAXIMUM) 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.8000 26,496.00 4,917.600 23,604.48 49,706.400 238,590.72 S) (180 MM MAXIMUM) 47 REMOVE CONCRETE CURB M 12.0000 8,640.00 250.000 3,000.00 48 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 46,400.00 0.000 0.00 49 CLEAN BRIDGE DECK M2 12.0000 9,396.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/13/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 09:13 AM ESTIMATE NO. 13 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 07/18/03 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 08/13/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.800 16,712.00 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 0.000 0.00 57 BRIDGE REMOVAL (PORTION), LOCATION G LS 3,290.0000 3,290.00 0.000 0.00 58 BRIDGE REMOVAL (PORTION), LOCATION H LS 6,490.0000 6,490.00 0.000 0.00 59 BRIDGE REMOVAL (PORTION), LOCATION I LS 5,960.0000 5,960.00 0.000 0.00 60 BRIDGE REMOVAL (PORTION), LOCATION J LS 6,850.0000 6,850.00 0.000 0.00 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 0.000 0.00 63 DEVELOP WATER SUPPLY LS 27,000.0000 27,000.00 0.150 4,050.00 1.000 27,000.00 64 ROADWAY EXCAVATION M3 6.5000 370,500.00 98,907.000 642,895.50 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 0.000 0.00 67 SHOULDER BACKING STA 70.0000 95,200.00 143.000 10,010.00 68 STRUCTURE EXCAVATION (BRIDGE) M3 35.0000 79,450.00 1,789.000 62,615.00 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 41,040.00 534.000 14,418.00 F) 72 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 1,480.00 0.000 0.00 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 82,348.080 555,849.54 250,000.000 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 08/13/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 09:13 AM ESTIMATE NO. 13 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 07/18/03 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 08/13/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,085.940 232,804.74 80,481.970 1,690,121.37 79 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 8,750.00 0.000 0.00 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 14,540.770 494,386.18 82 ASPHALT CONCRETE (TYPE B) TONN 41.0000 463,300.00 0.000 0.00 83 ASPHALT CONCRETE (LEVELING) TONN 37.0000 108,780.00 6,322.790 233,943.23 84 ASPHALT CONCRETE TONN 40.0000 8,040,000.00 338.700 13,548.00 99,657.080 3,986,283.20 (TYPE C - PBA-6A MODIFIED) 85 ASPHALT CONCRETE (TYPE C - AR 8000) TONN 36.0000 2,023,200.00 40,927.690 1,473,396.84 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 0.000 0.00 AREA) 88 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 1.5000 1,935.00 0.000 0.00 89 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.5000 40,050.00 0.000 0.00 90 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 1.5000 3,270.00 0.000 0.00 91 RUMBLE STRIP STA 10.0000 16,500.00 0.000 0.00 92 CONCRETE PAVEMENT M3 74.0000 7,770,000.00 0.000 0.00 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 0.000 0.00 S) 96 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 375.0000 142,500.00 281.620 105,607.50 F) 97 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 786,000.00 811.700 487,020.00 F) 98 STRUCTURAL CONCRETE, RETAINING WALL M3 600.0000 14,400.00 16.500 9,900.00 F) 99 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 167,450.00 58.000 49,300.00 F) (TYPE N) 00 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 229,600.00 0.000 0.00 (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 0.000 0.00 03 DRILL AND BOND DOWEL M 50.0000 2,000.00 35.420 1,771.00 PROGRAM CAS145 PAGE 5 DATE 08/13/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 09:13 AM ESTIMATE NO. 13 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 07/18/03 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 08/13/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 05 PLACE POLYESTER CONCRETE OVERLAY M2 15.0000 46,650.00 0.000 0.00 F) 06 JOINT SEAL (TYPE AL) M 120.0000 1,440.00 0.000 0.00 S) 07 JOINT SEAL (MR 15 MM) M 100.0000 53,400.00 0.000 0.00 S) 08 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 119,870.00 95,185.080 95,185.08 SF) 09 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 1,240.00 853.000 853.00 SF) 10 BAR REINFORCING STEEL (EPOXY COATED) KG 2.0000 110,740.00 35,520.300 71,040.60 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 0.000 0.00 F) 13 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.5000 3,937.50 0.000 0.00 F) 14 FURNISH SIGN STRUCTURE (TRUSS) KG 4.2500 107,525.00 0.000 0.00 F) 15 INSTALL SIGN STRUCTURE (TRUSS) KG 2.5000 63,250.00 0.000 0.00 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 0.000 0.00 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 14.050 2,810.00 763.360 152,672.00 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 0.000 0.00 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 0.000 0.00 S) 30 TERMINAL SYSTEM (TYPE ET) EA 4,000.0000 36,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 08/13/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 09:13 AM ESTIMATE NO. 13 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 07/18/03 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 08/13/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 32 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 8,000.00 0.000 0.00 S) 33 RETURN SECTION EA 200.0000 1,600.00 0.000 0.00 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 0.000 0.00 F) 36 CONCRETE BARRIER (TYPE 732R) M 275.0000 18,700.00 0.000 0.00 F) 37 CONCRETE BARRIER (TYPE 732 MOD) M 300.0000 98,700.00 0.000 0.00 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 0.534 173,550.00 S) 43 LIGHTING (STAGE CONSTRUCTION) LS 175,000.7500 175,000.75 0.270 47,250.20 S) 44 SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.000 0.00 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 0.000 0.00 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 08/13/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 09:13 AM ESTIMATE NO. 13 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 07/18/03 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 08/13/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 855,285.95 16,207,047.13 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 74,755.13 381,783.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 930,041.08 16,588,830.46 49 MOBILIZATION LS 4482,400.0000 4,482,400.00 0.950 4,258,280.00 ORIGINAL CONTRACT AMOUNT 43,683,368.00 TOTAL WORK COMPLETED 930,041.08 20,847,110.46 MATERIALS ON HAND ON SITE 215,800.52 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -109,860.04 TOTAL 930,041.08 20,953,050.94 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 06/28/04 148 10 0 0 45% 39% PROGRESS IS SATISFACTORY OZOWARA, DENIS O. RESIDENT ENGINEER PROGRAM CAS145 DATE 08/13/03