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 08/26/04 EST. NO.06 TIME 03:53 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 0007 98.02 E.W. @ F.A.(+) 071604 Y 0123.0 002 0009 371.20 E.W. @ F.A.(+) 063004 Y 0101.0 0010 107.28 062504 Y 0170.0 0011 23,663.53 072804 Y 0171.0 006 0011 309.92 E.W. @ F.A.(+) 060804 Y 0115.0 0012 101.22 071204 Y 0128.0 0013 72.88 072304 Y 0134.0 0015 72.88 072104 Y 0122.0 0016 72.88 072904 Y 0165.0 0017 72.88 072804 Y 0166.0 0018 66.90 080604 Y 0155.0 0019 267.62 080404 Y 0156.0 0021 277.82 080204 Y 0158.0 0023 72.88 080304 Y 0160.0 0024 72.88 073004 Y 0163.0 0025 128.80 073004 Y 0164.0 009 0012 1,104.23 E.W. @ F.A.(+) 060904 N 70 0 0013 550.30 061504 N 71 0 0017 507.74 070804 N 95 0 0018 187.54 072004 N 120 0 0019 2,139.74 080604 N 150 0 0020 1,014.57 080304 N 151 0 0021 386.97 080604 N 152 0 011 0019 614.68 E.W. @ F.A.(+) 073004 Y 0172.0 0020 644.60 080604 Y 0173.0 014 0001 412.97 E.W. @ F.A.(+) 032904 N 135 0 0002 309.73 033004 N 136 0 0003 185.35 040504 N 137 0 0004 247.13 040704 N 138 0 0005 810.80 043004 N 139 0 0006 2,009.90 051204 N 140 0 0007 1,250.11 051704 N 141 0 0008 1,566.53 051804 N 142 0 0009 1,294.94 051904 N 143 0 0010 1,588.90 052004 N 144 0 0011 625.04 052104 N 145 0 0012 349.17 052704 N 146 0 0013 781.32 062804 N 147 0 0014 614.69 071304 N 148 0 0015 204.89 071304 N 149 0 019 0005-1 -151.64 E.W. @ F.A.(+) 053104 N CT1 0 DAO CORRECTING ENTRY 022 0002 847.03 E.W. @ F.A.(+) 042604 Y 0131.0 023 0004 283.77 E.W. @ F.A.(+) 060104 Y 0100.0 027 0012 198.10 E.W. @ F.A.(+) 061504 Y 0130.0 0013 1,661.17 072804 Y 0167.0 032 0005 235.19 E.W. @ F.A.(+) 071604 N 117 0 0006 888.66 071904 N 118 0 0007 372.60 072104 N 119 0 0008 3,392.62 071404 Y 0125.0 0009 2,035.01 071504 Y 0126.0 0010 575.28 070604 Y 0127.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 08/26/04 EST. NO.06 TIME 03:53 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0011 1,000.65 071204 Y 0129.0 0012 1,248.95 071304 Y 0124.0 57,818.82 TOTAL THIS ESTIMATE 243,087.93 TOTAL PREVIOUS ESTIMATE 300,906.75 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 08/26/04 EST. NO.06 TIME 03:53 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED GRADATION -309.60 03 CONC NON-COMPLIANCE -28,270.36 04 CIDH PILES FOR BENTS -30,000.00 05 BENT 2 & 11 CONCRETE -17,221.99 06 BENT 9 CIDH CONCRETE -2,369.60 06 CONC. NON-COMPLIANCE 28,270.36 06 8,678.77 -49,901.19 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 02 MISSING PAYROLL -10,000.00 03 MISSING DOCUMENTS 10,000.00 06 MISSING PAYROLL 10,000.00 06 20,000.00 0.00 TOTAL DEDUCTIONS 28,678.77 -49,901.19 PROGRAM CAS145 PAGE 1 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 LOCATION PROGRESS ESTIMATE 08-RIV-215-R37.7/43.9 ----------------- 08-RIV-91-20.3/21.6 WASHINGTON/OBAYASHI IN RIVERSIDE COUNTY IN RIVERSIDE 08-RIV-60-11.5/13.7 P.O. BOX 600 AND MORENO VALLEY AT VARIOUS HIGHLAND, CA 92346 LOCATIONS FED. AID NO. ACNH-215 -1(219)92N,I-215 -1(219)92N,ACNH-X065(80)N WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CHANGEABLE MESSAGE SIGN SYSTEM LS 110,000.0000 110,000.00 0.000 0.00 02 COMMUNICATIONS HUB ASSEMBLY LS 255,000.0000 255,000.00 0.000 0.00 03 MICROWAVE WIRELESS DETECTION SENSOR EA 15,000.0000 90,000.00 0.000 0.00 SYSTEM 04 COMMUNICATION HUB STRUCTURE LS 30,000.0000 30,000.00 0.000 0.00 05 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.007 5,600.00 0.020 16,000.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.125 2,500.00 0.250 5,000.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 23.000 158,700.00 115.000 793,500.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 56.500 1,412.50 936.300 23,407.50 09 TEMPORARY FENCE (TYPE ESA) M 75.0000 132,000.00 0.000 0.00 10 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 500,000.0000 500,000.00 0.028 14,000.00 0.140 70,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.030 3,000.00 0.310 31,000.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.028 28,000.00 0.140 140,000.00 S) 14 TYPE II BARRICADE EA 35.0000 3,255.00 40.000 1,400.00 S) 15 TYPE III BARRICADE EA 65.0000 3,705.00 68.000 4,420.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 52.400 1,572.00 135.760 4,072.80 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 7,990.990 5,194.14 52,373.880 34,043.02 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 191.000 5,348.00 494.000 13,832.00 S) 19 FLASHING BEACON (PORTABLE) EA 1,200.0000 9,600.00 2.000 2,400.00 S) 20 TEMPORARY PAVEMENT MARKER EA 3.5000 140,700.00 3,417.000 11,959.50 18,284.000 63,994.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 66,000.00 5.600 33,600.00 S) 22 TEMPORARY RAILING (TYPE K) M 24.0000 1,660,800.00 3,438.700 82,528.80 12,668.850 304,052.40 S) PROGRAM CAS145 PAGE 2 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 140.0000 201,600.00 43.000 6,020.00 213.000 29,820.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 1,536.300 4,148.01 8,118.380 21,919.63 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 1.000 1,000.00 2.000 2,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 322.000 9,338.00 379.400 11,002.60 27 OBLITERATE SURFACING M2 1.3000 176,800.00 410.000 533.00 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 1,242.400 21,120.80 2,245.600 38,175.20 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 3,263.850 71,804.70 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 5,464.830 8,197.25 28,778.830 43,168.25 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 1,352.100 2,704.20 7,520.100 15,040.20 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 3,200.300 4,800.45 9,516.300 14,274.45 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 20.160 604.80 120.200 3,606.00 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 2,553.000 2,553.00 17,825.000 17,825.00 36 REMOVE ROADSIDE SIGN EA 100.0000 39,000.00 16.000 1,600.00 21.000 2,100.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 3.000 9,000.00 5.000 15,000.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 0.000 0.00 39 REMOVE PIPE M 70.0000 243,600.00 188.600 13,202.00 286.120 20,028.40 40 REMOVE INLET EA 540.0000 64,800.00 9.000 4,860.00 13.000 7,020.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 7.000 3,780.00 10.000 5,400.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 3.000 2,100.00 5.000 3,500.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 20.200 464.60 195.100 4,487.30 44 REMOVE CONCRETE DECK SURFACE M2 25.0000 2,125.00 0.000 0.00 45 REMOVE DELINEATOR EA 15.0000 1,500.00 0.000 0.00 46 SALVAGE FENCE (CHAIN LINK) M 20.0000 128,000.00 0.000 0.00 47 SALVAGE METAL BEAM GUARD RAILING M 25.0000 22,250.00 0.000 0.00 48 RECONSTRUCT CHAIN LINK FENCE M 40.0000 6,800.00 0.000 0.00 49 RESET MARKER EA 40.0000 560.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RESET ROADSIDE SIGN EA 150.0000 25,500.00 0.000 0.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 2.000 500.00 52 ADJUST PIPE INLET TO GRADE EA 1,000.0000 2,000.00 0.000 0.00 53 MODIFY INLET EA 1,000.0000 3,000.00 0.000 0.00 54 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 119,200.00 9,200.050 14,720.08 S) (45 MM MAXIMUM) 55 REMOVE CONCRETE (CHANNEL) M3 75.0000 84,000.00 38.830 2,912.25 189.870 14,240.25 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 453.000 15,855.00 590.500 20,667.50 57 PREPARE CONCRETE BRIDGE DECK SURFACE M2 40.0000 1,720.00 0.000 0.00 58 CLEAN BRIDGE DECK M2 3.0000 32,280.00 0.000 0.00 59 REMOVE CONCRETE STAIRWAY LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 60 REMOVE CONCRETE (MISCELLANEOUS) M3 50.0000 58,000.00 163.200 8,160.00 552.420 27,621.00 61 REMOVE SOUND WALL M2 20.0000 78,200.00 20.510 410.20 62 CAP INLET EA 500.0000 22,500.00 0.000 0.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 0.000 0.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.388 252,200.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.000 0.00 66 PUMP STATION REMOVAL LS 18,000.0000 18,000.00 0.500 9,000.00 0.500 9,000.00 67 CLEARING AND GRUBBING LS 170,000.0000 170,000.00 0.115 19,550.00 0.728 123,760.00 68 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.028 2,800.00 0.598 59,800.00 69 BINDER (DUST PALLIATIVE) TONN 2,650.0000 132,500.00 0.000 0.00 70 ROADWAY EXCAVATION M3 12.0900 8,487,180.00 20,944.600 253,220.21 52,163.100 630,651.88 71 LEAD COMPLIANCE PLAN LS 30,000.0000 30,000.00 0.750 22,500.00 72 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 2,392,500.00 348.000 26,100.00 7,106.000 532,950.00 F) 73 STRUCTURE EXCAVATION (TYPE D) M3 15.0000 9,750.00 0.000 0.00 F) 74 STRUCTURE EXCAVATION (PUMPING PLANT) M3 45.0000 47,700.00 1,060.000 47,700.00 F) 75 STRUCTURE BACKFILL (PUMPING PLANT) M3 40.0000 22,400.00 30.000 1,200.00 394.000 15,760.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 2,268,090.00 3,142.000 94,260.00 13,441.000 403,230.00 F) PROGRAM CAS145 PAGE 4 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 1,090,000.00 482.000 24,100.00 482.000 24,100.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 704.000 24,640.00 704.000 24,640.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 0.000 0.00 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 121.800 8,526.00 145.070 10,154.90 81 DITCH EXCAVATION M3 20.0000 50,000.00 0.000 0.00 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 0.000 0.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 0.000 0.00 F) 84 IMPORTED BORROW M3 0.0100 2,650.00 1,809.100 18.09 1,809.100 18.09 85 HIGHWAY PLANTING LS 220,000.0000 220,000.00 0.000 0.00 S) 86 ROCK BLANKET (TYPE 1) M2 56.0000 1,568,000.00 0.000 0.00 S) 87 INTERLOCKING PAVERS M2 75.0000 40,500.00 0.000 0.00 S) 88 EROSION CONTROL (BLANKET) M2 4.0000 20,800.00 0.000 0.00 89 STRAW (EROSION CONTROL) TONN 370.0000 118,400.00 0.000 0.00 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 0.000 0.00 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 0.000 0.00 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 0.000 0.00 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 0.000 0.00 S) 94 TRANSPLANT PALM TREE EA 1,850.0000 33,300.00 7.350 13,597.50 95 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.050 9,500.00 0.050 9,500.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 0.000 0.00 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 0.000 0.00 S) (1.63 MM THICK) 99 300 MM WELDED STEEL PIPE CONDUIT M 155.0000 24,800.00 0.000 0.00 S) (6.35 MM THICK) 00 EXTEND 300 MM CONDUIT M 220.0000 7,700.00 0.000 0.00 S) 01 MAINTENANCE VEHICLE PULLOUT EA 3,500.0000 112,000.00 0.000 0.00 02 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 03 CLASS 1 AGGREGATE SUBBASE M3 32.0000 2,892,800.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 2 AGGREGATE BASE M3 40.0000 2,912,000.00 2,121.370 84,854.80 2,230.760 89,230.40 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 0.000 0.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 0.000 0.00 07 ASPHALT TREATED PERMEABLE BASE M3 105.0000 57,750.00 0.000 0.00 08 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 375.0000 4,125.00 0.000 0.00 09 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 75.0000 96,000.00 0.000 0.00 10 ASPHALT CONCRETE (TYPE B) TONN 50.0000 20,000.00 18.620 931.00 11 ASPHALT CONCRETE (TYPE A) TONN 44.5000 9,033,500.00 501.470 22,315.42 4,222.540 187,903.03 12 ASPHALT CONCRETE (OPEN GRADED) TONN 42.5000 1,075,250.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 512,600.00 156.100 3,434.20 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 0.000 0.00 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 0.000 0.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 0.000 0.00 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 0.000 0.00 18 REPLACE CONCRETE PAVEMENT M3 830.0000 1,369,500.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 6.1000 305,000.00 0.000 0.00 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 0.000 0.00 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 80.000 800.00 S) PAVEMENT 22 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 310.0000 230,020.00 113.200 35,092.00 S) PILING 23 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 475.0000 539,125.00 162.000 76,950.00 162.000 76,950.00 S) PILING 24 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,440.0000 197,640.00 0.000 0.00 S) PILING 25 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 5,380,000.00 89.140 445,700.00 147.610 738,050.00 S) PILING 26 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,960.0000 425,320.00 0.000 0.00 S) PILING 27 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 207,200.00 0.000 0.00 S) PILING 28 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 189,000.00 0.000 0.00 S) PILING 29 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,180.0000 825,700.00 0.000 0.00 S) PILING 30 FURNISH PILING (CLASS 625) M 63.0000 109,494.00 0.000 0.00 (ALTERNATIVE X) PROGRAM CAS145 PAGE 6 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRIVE PILE (CLASS 625) EA 1,500.0000 195,000.00 0.000 0.00 S) (ALTERNATIVE X) 32 FURNISH PILING (CLASS 625) M 105.0000 124,425.00 0.000 0.00 (ALTERNATIVE V) 33 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,500.0000 136,500.00 0.000 0.00 S) 34 300 MM CAST-IN-DRILLED-HOLE CONCRETE M 275.0000 33,000.00 0.000 0.00 S) PILING (SOUND WALL) 35 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 484,000.00 0.000 0.00 S) PILING (SOUND WALL) 36 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 315.0000 66,150.00 0.000 0.00 S) PILING (TYPE 5 MODIFIED) 37 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2000,000.0000 2,000,000.00 0.000 0.00 S) 38 TIEBACK ANCHOR EA 2,600.0000 566,800.00 0.000 0.00 S) 39 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 175.0000 885,500.00 339.000 59,325.00 1,020.000 178,500.00 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 192.000 85,440.00 330.000 146,850.00 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 1,551.000 527,340.00 1,616.000 549,440.00 F) 42 STRUCTURE CONCRETE (PUMPING PLANT) M3 700.0000 140,000.00 6.000 4,200.00 184.000 128,800.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 300.0000 336,000.00 0.000 0.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 0.000 0.00 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 0.000 0.00 (TYPE R) 46 JACKING SUPERSTRUCTURE LS 20,000.0000 20,000.00 0.000 0.00 47 CLASS A CONCRETE (STRUCTURE) M3 380.0000 1,447,800.00 131.500 49,970.00 573.300 217,854.00 48 CLASS 3 CONCRETE (BACKFILL) M3 180.0000 72,000.00 0.000 0.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 1,341,000.00 38.760 34,884.00 86.370 77,733.00 F) 50 MINOR CONCRETE (STAIRWAY) M3 1,200.0000 55,200.00 0.000 0.00 F) 51 PAVING NOTCH EXTENSION M3 8,700.0000 95,700.00 0.000 0.00 52 PLASTER FINISH M2 190.0000 15,770.00 0.000 0.00 F) 53 FRACTURED RIB TEXTURE M2 75.0000 790,500.00 72.000 5,400.00 78.000 5,850.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 0.000 0.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 0.000 0.00 F) 56 BEAR RELIEF TEXTURE M2 195.0000 90,675.00 0.000 0.00 F) 57 DRILL AND BOND DOWEL M 65.0000 39,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,200.0000 202,800.00 0.000 0.00 S) GIRDER (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,600.0000 336,600.00 0.000 0.00 S) GIRDER (10 M - 15 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 494,000.00 0.000 0.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 0.000 0.00 S) GIRDER (20 M - 25 M) 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 66,500.00 0.000 0.00 S) GIRDER (25 M - 30 M) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 98,000.00 0.000 0.00 S) GIRDER (30 M - 35 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 337,400.00 0.000 0.00 S) GIRDER 65 REFINISH BRIDGE DECK M2 200.0000 4,200.00 0.000 0.00 66 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 7,500.00 0.000 0.00 67 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 3,225.00 0.000 0.00 F) 68 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 130.0000 1,564,420.00 0.000 0.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 0.000 0.00 SF) 70 PTFE SPHERICAL BEARING EA 5,500.0000 99,000.00 0.000 0.00 S) 71 MASONRY BLOCK WALL M2 125.0000 13,750.00 0.000 0.00 SF) 72 JOINT SEAL (MR 30 MM) M 125.0000 39,375.00 0.000 0.00 S) 73 JOINT SEAL ASSEMBLY (MR 70 MM) M 410.0000 5,740.00 0.000 0.00 S) 74 JOINT SEAL ASSEMBLY (MR 80 MM) M 435.0000 23,055.00 0.000 0.00 S) 75 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 94,500.00 0.000 0.00 S) 76 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,100.0000 29,400.00 0.000 0.00 S) 77 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,000.0000 330,000.00 0.000 0.00 S) 78 JOINT SEAL (MR 40 MM) M 155.0000 38,750.00 0.000 0.00 S) 79 JOINT SEAL (MR 50 MM) M 175.0000 107,625.00 0.000 0.00 S) 80 BAR REINFORCING STEEL KG 1.2000 326,730.00 12,597.100 15,116.52 51,945.750 62,334.90 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 258,015.000 340,579.80 433,029.000 571,598.28 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 93,151.000 135,068.95 99,336.000 144,037.20 SF) 83 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.2000 35,400.00 855.000 1,026.00 26,218.000 31,461.60 SF) 84 SHOTCRETE M3 425.0000 808,775.00 0.000 0.00 F) PROGRAM CAS145 PAGE 8 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ASPHALT MEMBRANE WATERPROOFING M2 80.0000 3,280.00 0.000 0.00 SF) 86 TREAT BRIDGE DECK M2 4.0000 43,020.00 0.000 0.00 F) 87 FURNISH BRIDGE DECK TREATMENT MATERIAL L 38.0000 166,326.00 0.000 0.00 (LOW ODOR) 88 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.5000 20,800.00 0.000 0.00 SF)WITH WALKWAY) 89 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.5000 11,200.00 0.000 0.00 SF)WITH WALKWAY) 90 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.6000 1,542,978.00 0.000 0.00 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 0.000 0.00 SF) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 323,498.00 0.000 0.00 SF) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 56,117.00 0.000 0.00 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 804,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 96 METAL (BARRIER MOUNTED SIGN) KG 13.5000 75,870.00 0.000 0.00 97 ROADSIDE SIGN - ONE POST EA 235.0000 72,850.00 0.000 0.00 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 0.000 0.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 0.000 0.00 METHOD) 00 INSTALL SIGN PANEL ON EXISTING FRAME M2 90.0000 6,300.00 0.000 0.00 01 PREPARE AND PAINT CONCRETE M2 21.5000 213,688.50 0.000 0.00 F) 02 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 156,800.00 0.000 0.00 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 9.550 1,766.75 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 10.000 2,100.00 23.000 4,830.00 05 300 MM REINFORCED CONCRETE PIPE M 175.0000 19,250.00 23.000 4,025.00 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 412.700 51,587.50 668.540 83,567.50 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 294.000 49,980.00 413.990 70,378.30 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 169.080 32,125.20 171.860 32,653.40 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 21.930 5,263.20 383.660 92,078.40 10 1050 MM REINFORCED CONCRETE PIPE M 295.0000 76,700.00 26.150 7,714.25 31.700 9,351.50 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 32.190 10,944.60 168.250 57,205.00 PROGRAM CAS145 PAGE 9 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 1275 MM REINFORCED CONCRETE PIPE M 420.0000 37,800.00 0.000 0.00 13 1350 MM REINFORCED CONCRETE PIPE M 395.0000 35,550.00 77.070 30,442.65 137.680 54,383.60 14 1800 MM REINFORCED CONCRETE PIPE M 545.0000 109,000.00 0.000 0.00 15 2100 MM REINFORCED CONCRETE PIPE M 7,200.0000 1,008,000.00 0.000 0.00 (CLASS V SPECIAL) 16 JACKED 1050 MM REINFORCED CONCRETE PIPE M 3,500.0000 735,000.00 0.000 0.00 (CLASS III) 17 JACKED 1500 MM REINFORCED CONCRETE PIPE M 2,100.0000 294,000.00 0.000 0.00 (CLASS III) 18 300 MM CORRUGATED STEEL PIPE M 100.0000 7,200.00 0.000 0.00 (2.01 MM THICK) 19 450 MM CORRUGATED STEEL PIPE M 108.0000 23,760.00 0.000 0.00 (2.01 MM THICK) 20 600 MM CORRUGATED STEEL PIPE M 130.0000 16,900.00 0.000 0.00 (2.01 MM THICK) 21 750 MM CORRUGATED STEEL PIPE M 195.0000 3,900.00 0.000 0.00 (2.01 MM THICK) 22 900 MM CORRUGATED STEEL PIPE M 250.0000 7,500.00 0.000 0.00 (3.51 MM THICK) 23 1800 MM CORRUGATED STEEL PIPE M 420.0000 38,640.00 0.000 0.00 (3.51 MM THICK) 24 450 MM SLOTTED CORRUGATED STEEL PIPE M 280.0000 53,200.00 0.000 0.00 (2.01 MM THICK) 25 80 MM PLASTIC PIPE (EDGE DRAIN) M 120.0000 13,200.00 0.000 0.00 26 80 MM PLASTIC PIPE SLOTTED (EDGE DRAIN) M 35.0000 39,550.00 0.000 0.00 27 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 6,500.00 0.000 0.00 (1.63 MM THICK) 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 128.0000 19,200.00 0.000 0.00 (1.63 MM THICK) 29 200 MM ENTRANCE TAPER EA 675.0000 675.00 0.000 0.00 30 300 MM ENTRANCE TAPER EA 750.0000 5,250.00 0.000 0.00 31 200 MM DOWNDRAIN SLIP JOINT EA 240.0000 240.00 0.000 0.00 32 300 MM DOWNDRAIN SLIP JOINT EA 290.0000 870.00 0.000 0.00 33 200 MM ANCHOR ASSEMBLY EA 250.0000 250.00 0.000 0.00 34 300 MM ANCHOR ASSEMBLY EA 290.0000 1,160.00 0.000 0.00 35 GRATED LINE DRAIN M 190.0000 123,500.00 0.000 0.00 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 0.000 0.00 (2.01 MM THICK) 37 450 MM CORRUGATED STEEL PIPE RISER M 1,900.0000 5,700.00 0.000 0.00 (2.77 MM THICK) 38 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 36,400.00 0.000 0.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 413 MM WELDED STEEL PIPE CASING (BRIDGE) M 350.0000 51,100.00 0.000 0.00 (NATURAL GAS) 40 508 MM WELDED STEEL PIPE CASING (BRIDGE) M 425.0000 44,625.00 0.000 0.00 (NATURAL GAS) 41 610 MM WELDED STEEL PIPE CASING (BRIDGE) M 240.0000 35,280.00 0.000 0.00 42 300 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 8,400.00 0.000 0.00 43 450 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 2,600.00 0.000 0.00 44 750 MM ALTERNATIVE FLARED END SECTION EA 1,400.0000 1,400.00 0.000 0.00 45 900 MM DEBRIS RACK CAGE (H = 1.8 M) EA 5,500.0000 11,000.00 0.000 0.00 46 900 MM PRECAST CONCRETE PIPE INLET EA 2,500.0000 47,500.00 1.510 3,775.00 47 900 MM PRECAST CONCRETE PIPE MANHOLE EA 4,200.0000 109,200.00 3.000 12,600.00 3.000 12,600.00 48 ROCK SLOPE PROTECTION (1T, METHOD A) M3 75.0000 123,000.00 0.000 0.00 49 ROCK SLOPE PROTECTION M3 245.0000 29,400.00 0.000 0.00 (FACING, METHOD B) 50 ROCK SLOPE PROTECTION M3 850.0000 19,550.00 0.000 0.00 (BACKING NO. 2, METHOD B) 51 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 125.0000 8,375.00 0.000 0.00 52 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 1,400.0000 5,600.00 0.000 0.00 53 CLASS 3 CONCRETE (CHANNEL LINING) M3 375.0000 236,250.00 0.000 0.00 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 0.000 0.00 F) 55 SLOPE PAVING (ROCK BLANKET) M2 150.0000 124,500.00 0.000 0.00 F) 56 ROCK SLOPE PROTECTION FABRIC M2 8.2500 10,725.00 0.000 0.00 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 176.234 58,509.69 285.904 94,920.13 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 0.000 0.00 F) 59 DRAINAGE PUMPING EQUIPMENT LS 125,000.0000 125,000.00 0.000 0.00 S) 60 PUMPING PLANT ELECTRICAL EQUIPMENT LS 10,000.0000 10,000.00 0.000 0.00 S) 61 MISCELLANEOUS IRON AND STEEL KG 2.2000 75,198.20 931.600 2,049.52 931.600 2,049.52 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 0.000 0.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 64 MISCELLANEOUS METAL KG 6.2500 71,562.50 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 11 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 MISCELLANEOUS METAL (BRIDGE) KG 6.2500 240,625.00 0.000 0.00 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 0.000 0.00 SF) 67 PUMPING PLANT METAL WORK KG 13.0000 52,000.00 408.000 5,304.00 SF) 68 CHAIN LINK FENCE (TYPE CL-0.9) M 25.0000 41,500.00 0.000 0.00 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 0.000 0.00 S) 70 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 7,200.00 0.000 0.00 S) 71 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 69,600.00 0.000 0.00 S) 72 SURVEY MONUMENT EA 500.0000 30,000.00 0.000 0.00 73 DELINEATOR (CLASS 1) EA 40.0000 8,000.00 0.000 0.00 S) 74 OBJECT MARKER (TYPE L-1) EA 40.0000 640.00 0.000 0.00 S) 75 METAL BEAM GUARD RAILING M 44.0000 411,400.00 0.000 0.00 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 0.000 0.00 S) 77 CHAIN LINK RAILING (TYPE 7L) M 115.0000 26,450.00 0.000 0.00 SF) 78 TUBULAR HANDRAILING M 160.0000 85,120.00 0.000 0.00 SF) 79 TUBULAR HANDRAILING (STAIRWAY) M 160.0000 12,800.00 0.000 0.00 SF) 80 CONCRETE BARRIER (TYPE 25 MODIFIED) M 125.0000 32,000.00 0.000 0.00 F) 81 CONCRETE BARRIER (TYPE 26 MODIFIED) M 360.0000 412,560.00 0.000 0.00 F) 82 DOUBLE THRIE BEAM BARRIER M 65.0000 9,750.00 0.000 0.00 S) 83 CABLE RAILING M 22.0000 128,590.00 0.000 0.00 SF) 84 TERMINAL CONNECTOR EA 320.0000 320.00 0.000 0.00 S) 85 TERMINAL SECTION (TYPE C) EA 125.0000 125.00 0.000 0.00 S) 86 END SECTION EA 155.0000 3,565.00 0.000 0.00 S) 87 TRANSITION RAILING (TYPE WB) EA 110.0000 7,370.00 0.000 0.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 0.000 0.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 0.000 0.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 0.000 0.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 RETURN SECTION EA 105.0000 105.00 0.000 0.00 S) 93 CRASH CUSHION (TYPE CAT) EA 5,700.0000 51,300.00 0.000 0.00 S) 94 CRASH CUSHION (TYPE CAT) BACKUP EA 525.0000 5,250.00 0.000 0.00 S) 95 CRASH CUSHION (ADIEM) EA 19,000.0000 19,000.00 0.000 0.00 S) 96 CONCRETE BARRIER (TYPE 60) M 105.0000 300,300.00 0.000 0.00 97 CONCRETE BARRIER (TYPE 60A) M 120.0000 5,160.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 60C) M 160.0000 235,200.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 0.000 0.00 F) 00 CONCRETE BARRIER (TYPE 60E) M 440.0000 4,400.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60G) M 210.0000 6,300.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60GA) M 210.0000 6,930.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE 60GC) M 160.0000 219,200.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 60S) M 105.0000 84,000.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 60SA) M 135.0000 5,400.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 60SC) M 115.0000 142,600.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60 E MODIFIED) M 750.0000 225,000.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60 GE MODIFIED) M 300.0000 51,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 900.0000 936,000.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 2,420.00 0.000 0.00 F) 11 CONCRETE BARRIER (TYPE 60 SE MODIFIED) M 420.0000 8,820.00 0.000 0.00 12 CONCRETE BARRIER (TYPE 60D MODIFIED) M 115.0000 62,560.00 0.000 0.00 F) 13 CONCRETE BARRIER (TYPE 732) M 125.0000 97,125.00 0.000 0.00 F) 14 CONCRETE BARRIER (TYPE 732A) M 135.0000 64,125.00 0.000 0.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 0.000 0.00 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 0.000 0.00 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 0.000 0.00 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 CONCRETE BARRIER (TYPE 736A MODIFIED) M 165.0000 204,600.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 736S) M 195.0000 14,625.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 736B) M 200.0000 13,200.00 0.000 0.00 F) 22 CONCRETE BARRIER (TYPE 736A MODIFIED) M 148.0000 70,300.00 0.000 0.00 F) (RETAINING WALL) 23 CONCRETE BARRIER (TYPE 736B MODIFIED) M 230.0000 5,750.00 0.000 0.00 F) 24 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 67,710.00 0.000 0.00 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 0.000 0.00 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 0.000 0.00 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 0.000 0.00 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 32,550.00 0.000 0.00 S) 29 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 5.0000 6,700.00 0.000 0.00 S) TYPE H) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 82,240.00 0.000 0.00 S) 31 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 8.0000 8,800.00 0.000 0.00 S) 32 SIGNAL AND LIGHTING (LOCATION 1,2,3,4,5, LS 705,000.0000 705,000.00 0.000 0.00 S) 6,7) 33 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 6,000.00 0.000 0.00 S) 34 COMMUNICATION CONDUIT (BRIDGE) M 120.0000 48,000.00 0.000 0.00 S) 35 SPRINKLER CONTROL CONDUIT (BRIDGE) M 120.0000 78,840.00 0.000 0.00 SF) 36 ELECTRIC SERVICE (IRRIGATION) LS 4,000.0000 4,000.00 0.000 0.00 S) 37 TRAFFIC MONITORING STATION (LOCATION 1,2 LS 208,000.0000 208,000.00 0.000 0.00 S) 3,4,5,6,7,8,9,10) 38 MODIFY TRAFFIC MONITORING STATION LS 12,000.0000 12,000.00 0.000 0.00 S) INCIDENT 39 TRAFFIC MONITORING STATION INCIDENT LS 30,000.0000 30,000.00 0.000 0.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.000 0.00 S) (LOCATION 1,2,3,4,5,6,7,8,9,10,11, 12,13,14) 41 RAMP METERING SYSTEM (LOCATION 1,2,3,4,5 LS 410,000.0000 410,000.00 0.000 0.00 S) 6,7,8,9,10,11,12,13,14) 42 MODIFY SIGNAL AND LIGHTING (LOCATION 1,2 LS 1500,000.0000 1,500,000.00 0.010 15,000.00 0.010 15,000.00 S) 3,4,5,6,7,8,9,10,11,12) 43 MODIFY LIGHTING AND SIGN ILLUMINATION LS 2200,000.0000 2,200,000.00 0.022 48,400.00 0.023 50,600.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 45 MODIFY TRAFFIC MANAGEMENT CENTER LS 100,000.0000 100,000.00 0.000 0.00 S) 46 SYSTEM TESTING AND DOCUMENTATION LS 75,000.0000 75,000.00 0.000 0.00 S) 48 ENVIRONMENTAL RESTORATION LS 35,000.0000 35,000.00 0.000 0.00 S) 49 TIRE SHRED BACKFILL M3 22.0000 29,018.00 0.000 0.00 PROGRAM CAS145 PAGE 15 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:53 PM ESTIMATE NO. 06 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,131,036.70 7,974,985.56 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 57,818.82 300,906.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,188,855.52 8,275,892.31 47 MOBILIZATION LS 8343,064.9500 18,343,064.95 0.500 9,171,532.48 0.500 9,171,532.48 ORIGINAL CONTRACT AMOUNT 185,955,000.00 TOTAL WORK COMPLETED 12,360,388.00 17,447,424.79 MATERIALS ON HAND ON SITE 279,729.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 28,678.77 -49,901.19 TOTAL 12,389,066.77 17,677,252.60 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 02/24/04 845 03/10/04 03/10/04 01/25/07 115 0 0 0 9% 14% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 08/26/04