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 04/26/04 EST. NO.24 TIME 07:55 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 --------------------------------------------------------------------------- *** 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 04/26/04 EST. NO.24 TIME 07:55 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 PCC GRADATIONS OUT -3,450.00 22 0.00 -6,450.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -4,000.00 19 MISSING DOCUMENTS -4,000.00 20 MISSING DOCUMETS -6,000.00 22 MISSING DOCUMENTS 8,000.00 23 0.00 -6,000.00 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 0.00 -126,513.20 PROGRAM CAS145 PAGE 1 DATE 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 07:55 AM ESTIMATE NO. 24 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 04/20/04 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 04/26/04 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 20.000 126,000.00 286.000 1,801,800.00 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 0.052 2,600.00 0.747 37,350.00 08 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.010 500.00 0.720 36,000.00 S) 09 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.052 5,200.00 0.747 74,700.00 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 5.000 35,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 35.0000 1,214,500.00 59,425.430 2,079,890.05 S) 17 TEMPORARY CRASH CUSHION MODULE EA 250.0000 11,000.00 302.000 75,500.00 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 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 61.000 12,200.00 22 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.4000 105,980.00 110,342.600 154,479.64 PROGRAM CAS145 PAGE 2 DATE 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 07:55 AM ESTIMATE NO. 24 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 04/20/04 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 04/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,320.00 703.540 8,442.48 27 REMOVE ASPHALT CONCRETE DIKE M 0.7500 22,800.00 755.000 566.25 28,028.000 21,021.00 28 REMOVE CORRUGATED STEEL PIPE M 60.0000 11,400.00 217.560 13,053.60 29 REMOVE INLET EA 300.0000 2,400.00 8.000 2,400.00 30 REMOVE DOWNDRAIN M 50.0000 14,500.00 57.900 2,895.00 181.500 9,075.00 31 REMOVE ASPHALT CONCRETE SURFACING M2 10.0000 23,100.00 2,749.310 27,493.10 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 37.000 12,025.00 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 -375.200 -206.36 54,604.920 30,032.71 S) (30 MM MAXIMUM) 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.8000 217,800.00 23.000 41.40 128,636.790 231,546.22 S) (60 MM MAXIMUM) 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.2000 624,800.00 4,780.090 10,516.20 168,304.210 370,269.26 S) (90 MM MAXIMUM) 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.1000 165,230.00 24,667.900 76,470.49 221,194.440 685,702.76 S) (120 MM MAXIMUM) 45 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 9,040.00 11,593.300 46,373.20 95,070.960 380,283.84 S) (135 MM MAXIMUM) 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.8000 26,496.00 7,825.000 37,560.00 109,712.970 526,622.26 S) (180 MM MAXIMUM) 47 REMOVE CONCRETE CURB M 12.0000 8,640.00 708.700 8,504.40 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 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 07:55 AM ESTIMATE NO. 24 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 04/20/04 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 04/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.740 3,740.00 3.740 3,740.00 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 5,562.410 36,155.67 117,736.700 765,288.55 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 8,570.400 59,992.80 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 2,700.00 168.660 4,553.82 F) 71 STRUCTURE BACKFILL (BRIDGE) M3 27.0000 41,040.00 152.700 4,122.90 1,536.550 41,486.85 F) 72 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 1,480.00 142.660 2,853.20 F) 73 SAND BACKFILL M3 375.0000 5,625.00 15.000 5,625.00 74 IMPORTED BORROW M3 6.7500 2,133,000.00 250,000.000 1,687,500.00 75 FIBER (EROSION CONTROL) KG 1.0000 27,000.00 810.000 810.00 810.000 810.00 S) 76 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 13,500.00 162.000 405.00 162.000 405.00 S) PROGRAM CAS145 PAGE 4 DATE 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 07:55 AM ESTIMATE NO. 24 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 04/20/04 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 04/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 85,736.040 1,800,456.84 79 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 8,750.00 2.220 555.00 35.000 8,750.00 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 25,350.680 861,923.12 80,391.790 2,733,320.86 82 ASPHALT CONCRETE (TYPE B) TONN 41.0000 463,300.00 2,019.310 82,791.71 11,893.390 487,628.99 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 5,149.150 205,966.00 199,503.520 7,980,140.80 (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 5,602.660 257,722.36 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 16,500.00 120.000 1,200.00 120.000 1,200.00 92 CONCRETE PAVEMENT M3 74.0000 7,770,000.00 34,387.360 2,544,664.64 80,614.430 5,965,467.82 93 SEAL PAVEMENT JOINT M 3.0000 405,000.00 33,647.000 100,941.00 33,647.000 100,941.00 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 0.650 32,500.00 1.000 50,000.00 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 1,320.620 792,372.00 F) 98 STRUCTURAL CONCRETE, RETAINING WALL M3 600.0000 14,400.00 31.000 18,600.00 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 229,600.00 134.000 93,800.00 274.350 192,045.00 (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 6.340 15,850.00 10.000 25,000.00 03 DRILL AND BOND DOWEL M 50.0000 2,000.00 35.420 1,771.00 PROGRAM CAS145 PAGE 5 DATE 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 07:55 AM ESTIMATE NO. 24 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 04/20/04 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 04/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 119,870.00 118,185.000 118,185.00 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 55,538.300 111,076.60 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 158,000.00 821.360 164,272.00 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 43.300 19,485.00 (2.01 MM THICK) 23 ROCK SLOPE PROTECTION M3 150.0000 4,200.00 28.000 4,200.00 F) (1/4 TON, METHOD B) 24 ROCK SLOPE PROTECTION FABRIC M2 20.0000 1,380.00 69.000 1,380.00 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 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 07:55 AM ESTIMATE NO. 24 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 04/20/04 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 04/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 98,700.00 142.500 42,750.00 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 04/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4047U4 TIME 07:55 AM ESTIMATE NO. 24 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 04/20/04 R.E. NAME: OZOWARA, DENIS O. DATE OF THIS ESTIMATE 04/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,293,941.22 35,095,971.66 ADJUSTMENT OF COMPENSATION 0.00 360,206.96 EXTRA WORK 0.00 819,089.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,293,941.22 36,275,267.65 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 4,293,941.22 40,757,667.65 MATERIALS ON HAND ON SITE 212,916.53 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -126,513.20 TOTAL 4,293,941.22 40,844,070.98 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 09/14/04 286 61 3 0 85% 75% PROGRESS IS SATISFACTORY OZOWARA, DENIS O. RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 04/26/04