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 11/22/05 EST. NO.08 TIME 03:28 PM R.E. NAME: DEVANG J DESAI 04-2332U4 --------------------------------------------------------------------------- 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 0012 233.24 E.W. @ F.A.(+) 061405 N 0050.0 0013 249.67 061505 N 0051.0 0026 249.67 061005 N 0035.0 0028 233.24 061705 N 0063.0 0029 233.24 061605 N 0064.0 0031 1,186.08 052605 N 0070.0 0033 1,469.28 051605 N 0022.0 0033-1 -1,469.28 051605 N 0022.0 DAO CORRECTING ENTRY 0033-2 781.86 051605 N 0022.0 DAO CORRECTING ENTRY 0036 737.65 051305 N 0093.0 0036-1 -737.65 051305 N 0093.0 DAO CORRECTING ENTRY 0036-2 737.65 051305 N 0093.0 DAO CORRECTING ENTRY 0036-3 -737.65 051305 N 0093.0 DAO CORRECTING ENTRY 0036-4 400.76 051305 N 0093.0 DAO CORRECTING ENTRY 0037 1,606.07 051705 N 0094.0 0037-1 -1,606.07 051705 N 0094.0 DAO CORRECTING ENTRY 0037-2 864.02 051705 N 0094.0 DAO CORRECTING ENTRY 0038 435.36 051805 N 0095.0 0038-1 -435.36 051805 N 0095.0 DAO CORRECTING ENTRY 0038-2 266.10 051805 N 0095.0 DAO CORRECTING ENTRY 0039 458.38 052005 N 0096.0 0039-1 -458.38 052005 N 0096.0 DAO CORRECTING ENTRY 0039-2 233.24 052005 N 0096.0 DAO CORRECTING ENTRY 0040 982.62 052305 N 0097.0 0040-1 -982.62 052305 N 0097.0 DAO CORRECTING ENTRY 0040-2 748.99 052305 N 0097.0 DAO CORRECTING ENTRY 013 0002 319.75 E.W. @ F.A.(+) 051205 N 0059.0 0003 1,064.81 051205 N 0060.0 0004 1,105.20 051805 N 0061.0 0005 1,093.54 052305 N 0062.0 0006 572.79 052505 N 0071.0 026 0002 191,238.54 A.C. @ U.P.(+) 111705 N 002 0 046 0001 760.71 E.W. @ F.A.(+) 080105 N 0099.0 201,835.45 TOTAL THIS ESTIMATE 247,351.94 TOTAL PREVIOUS ESTIMATE 449,187.39 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 11/22/05 EST. NO.08 TIME 03:28 PM R.E. NAME: DEVANG J DESAI 04-2332U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED CV TEST -885.60 03 0.00 -885.60 LABOR COMPLIANCE VIOLATION DELINQUENT PAYROLL -10,000.00 04 MISSING PAYCHECK -10,000.00 07 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,885.60 PROGRAM CAS145 PAGE 1 DATE 11/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 03:28 PM ESTIMATE NO. 08 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: DEVANG J DESAI DATE OF THIS ESTIMATE 11/22/05 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-880-R0.0/2.9 ----------------------- 04-SCL-880-8.2/10.5 DESILVA GATES FCI JNT VENTURE IN SANTA CLARA AND ALAMEDA COUNTIES 11555 DUBLIN BLVD IN MILPITAS AND FREMONT AT VARIOUS DUBLIN CA 94568 LOCATIONS FED. AID NO. ACNH-880 -1(55)N ,I-880 -1(55)N WIDEN EXISITING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 10,000.0000 8,200,000.00 20.000 200,000.00 149.000 1,490,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 63,300.00 1,650.000 24,750.00 04 TEMPORARY 4.9 M CHAIN LINK GATE EA 1,000.0000 2,000.00 0.000 0.00 (TYPE 1.8) 05 TEMPORARY FENCE (TYPE ESA) M 12.0000 12,360.00 1,086.000 13,032.00 06 300 MM TEMPORARY CULVERT M 125.0000 8,500.00 42.000 5,250.00 07 300 MM TEMPORARY FLARED END SECTION EA 200.0000 400.00 2.000 400.00 08 450 MM TEMPORARY CULVERT M 200.0000 24,000.00 35.000 7,000.00 09 450 MM TEMPORARY FLARED END SECTION EA 400.0000 800.00 0.000 0.00 10 TEMPORARY CAP INLET EA 1,000.0000 1,000.00 0.000 0.00 11 TEMPORARY TIMBER BULKHEAD M3 600.0000 60.00 0.000 0.00 12 TEMPORARY ROCK SLOPE PROTECTION M3 100.0000 1,600.00 5.640 564.00 13 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.700 3,500.00 PREVENTION PLAN 14 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.070 3,500.00 15 TEMPORARY HYDRAULIC MULCH M2 1.0000 35,000.00 15,959.000 15,959.00 43,605.000 43,605.00 (BONDED FIBER MATRIX) 16 TEMPORARY SILT FENCE M 7.0000 70,000.00 2,760.000 19,320.00 17 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 15,000.00 6.000 30,000.00 18 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 15,000.00 4.000 20,000.00 19 TEMPORARY COVER M2 1.0000 45,000.00 0.000 0.00 20 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 10,500.00 12.000 3,600.00 20.000 6,000.00 21 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.700 21,000.00 S) 22 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.115 17,250.00 S) PROGRAM CAS145 PAGE 2 DATE 11/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 03:28 PM ESTIMATE NO. 08 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: DEVANG J DESAI DATE OF THIS ESTIMATE 11/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TYPE III BARRICADE EA 100.0000 6,300.00 0.000 0.00 S) 24 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 42,000.00 313.000 10,955.00 395.000 13,825.00 S) 25 TEMPORARY RAILING (TYPE K) M 70.0000 1,876,000.00 2,383.410 166,838.70 13,222.220 925,555.40 S) 26 TEMPORARY CRASH CUSHION MODULE EA 200.0000 78,000.00 125.000 25,000.00 399.000 79,800.00 S) 27 ABANDON INLET EA 1,000.0000 11,000.00 2.400 2,400.00 28 ABANDON PIPE M 10.0000 11,600.00 531.360 5,313.60 29 OBLITERATE SURFACING M2 1.0000 3,280.00 0.000 0.00 30 REMOVE FENCE M 5.0000 16,700.00 2,037.000 10,185.00 31 REMOVE METAL BEAM GUARD RAILING M 25.0000 14,500.00 27.500 687.50 873.500 21,837.50 32 REMOVE FLARED END SECTION EA 100.0000 1,200.00 9.000 900.00 33 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 32,700.00 13,403.900 40,211.70 STRIPE 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0000 7,400.00 2,097.740 2,097.74 19,093.470 19,093.47 35 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 40.0000 480.00 8.910 356.40 89.770 3,590.80 36 REMOVE PAVEMENT MARKER EA 1.0000 7,100.00 7,783.000 7,783.00 37 REMOVE ROADSIDE SIGN EA 50.0000 4,100.00 13.000 650.00 38 REMOVE ROADSIDE SIGN EA 50.0000 550.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 39 REMOVE SIGN STRUCTURE (TRUSS) EA 3,000.0000 12,000.00 9.000 27,000.00 40 REMOVE SIGN STRUCTURE (BRIDGE MOUNTED) EA 3,000.0000 9,000.00 0.000 0.00 41 REMOVE PIPE M 40.0000 38,800.00 288.510 11,540.40 42 REMOVE INLET EA 500.0000 13,000.00 1.000 500.00 11.000 5,500.00 43 REMOVE HEADWALL EA 500.0000 13,000.00 12.000 6,000.00 44 RECONSTRUCT CHAIN LINK FENCE M 30.0000 64,500.00 183.250 5,497.50 1,551.370 46,541.10 45 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 200.00 0.000 0.00 46 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 2,000.00 0.000 0.00 47 RELOCATE SIGN STRUCTURE EA 4,000.0000 20,000.00 0.000 0.00 48 ADJUST MANHOLE TO GRADE EA 500.0000 2,500.00 0.000 0.00 49 MODIFY INLET TO MANHOLE EA 1,000.0000 1,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 11/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 03:28 PM ESTIMATE NO. 08 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: DEVANG J DESAI DATE OF THIS ESTIMATE 11/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.7500 90,000.00 0.000 0.00 S) 51 REMOVE CONCRETE M3 100.0000 41,000.00 55.040 5,504.00 584.270 58,427.00 52 REMOVE SACKED CONCRETE SLOPE PROTECTION M3 100.0000 5,600.00 55.200 5,520.00 53 REMOVE CONCRETE BARRIER (TYPE K) M 20.0000 300.00 0.000 0.00 54 REMOVE CONCRETE BARRIER (TYPE 50) M 20.0000 77,000.00 0.000 0.00 55 CAP INLET EA 333.3333 1,000.00 1.000 333.33 1.000 333.33 56 BRIDGE REMOVAL, LOCATION A LS 150,000.0000 150,000.00 0.000 0.00 57 BRIDGE REMOVAL, LOCATION B LS 230,000.0000 230,000.00 0.000 0.00 58 BRIDGE REMOVAL, LOCATION C LS 50,000.0000 50,000.00 0.000 0.00 59 REMOVE CONCRETE (BOX CULVERT) LS 25,000.0000 25,000.00 0.000 0.00 60 CLEARING AND GRUBBING LS 32,400.0000 32,400.00 1.000 32,400.00 61 DEVELOP WATER SUPPLY LS 24,300.0000 24,300.00 0.090 2,187.00 0.250 6,075.00 62 ROADWAY EXCAVATION M3 10.0000 1,920,000.00 1,911.000 19,110.00 79,141.000 791,410.00 63 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 64 STRUCTURE EXCAVATION (BRIDGE) M3 35.0000 36,995.00 0.000 0.00 F) 65 STRUCTURE EXCAVATION (TYPE A) M3 200.0000 32,000.00 0.000 0.00 F) 66 STRUCTURE EXCAVATION (TYPE D) M3 38.0000 490,960.00 1,257.000 47,766.00 2,145.000 81,510.00 F) 67 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 19,600.00 977.000 19,540.00 68 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 317,300.00 400.000 20,000.00 400.000 20,000.00 F) 69 STRUCTURE BACKFILL (RETAINING WALL) M3 70.0000 39,900.00 170.000 11,900.00 548.000 38,360.00 70 PERVIOUS BACKFILL MATERIAL (RETAINING M3 160.0000 3,840.00 0.000 0.00 WALL) 71 SAND BACKFILL M3 150.0000 40,500.00 102.700 15,405.00 72 EARTH RETAINING STRUCTURE WALL NO. 2 M2 400.0000 38,800.00 0.000 0.00 F) 73 EARTH RETAINING STRUCTURE WALL NO. 3 M2 364.0000 400,400.00 0.000 0.00 F) 74 EARTH RETAINING STRUCTURE WALL NO. 4 M2 310.0000 48,670.00 0.000 0.00 F) 75 EARTH RETAINING STRUCTURE WALL NO. 5 M2 338.0000 322,790.00 0.000 0.00 F) 76 EARTH RETAINING STRUCTURE WALL NO. 6 M2 320.0000 121,600.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 11/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 03:28 PM ESTIMATE NO. 08 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: DEVANG J DESAI DATE OF THIS ESTIMATE 11/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EARTH RETAINING STRUCTURE WALL NO. 8 M2 320.0000 142,400.00 445.000 142,400.00 F) 78 EARTH RETAINING STRUCTURE WALL NO. 9 M2 320.0000 63,360.00 0.000 0.00 F) 79 IMPORTED BORROW (STRUCTURE APPROACH) M3 0.0100 2,870.00 128,127.000 1,281.27 80 DRAINAGE WICK M 1.6000 61,600.00 13,280.000 21,248.00 81 SETTLEMENT INSTRUMENTATION LS 50,000.0000 50,000.00 0.700 35,000.00 82 IMPORTED BORROW M3 25.0000 12,500.00 0.000 0.00 (GEOSYNTHETIC REINFORCED EMBANKMENT) 83 GEOSYNTHETIC REINFORCED EMBANKMENT M2 25.0000 31,250.00 0.000 0.00 84 ROCK BLANKET M2 60.0000 82,200.00 0.000 0.00 85 ROCK BLANKET (EROSION CONTROL) M2 30.0000 27,000.00 0.000 0.00 S) 86 EROSION CONTROL (NETTING) M2 6.0000 81,600.00 4,148.000 24,888.00 4,148.000 24,888.00 S) 87 STRAW (EROSION CONTROL) TONN 300.0000 23,100.00 5.400 1,620.00 5.400 1,620.00 S) 88 FIBER (EROSION CONTROL) KG 1.0000 11,000.00 768.000 768.00 768.000 768.00 S) 89 FIBER ROLLS M 8.0000 96,800.00 405.000 3,240.00 879.000 7,032.00 90 DRAIN INLET PROTECTION EA 260.0000 6,500.00 0.000 0.00 91 COMPOST (EROSION CONTROL) M3 350.0000 24,150.00 4.800 1,680.00 4.800 1,680.00 S) 92 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,000.00 1.000 750.00 S) 93 PURE LIVE SEED (EROSION CONTROL) KG 60.0000 118,200.00 127.800 7,668.00 127.800 7,668.00 S) 94 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 9,600.00 168.000 672.00 168.000 672.00 S) 95 PLANT (GROUP M) EA 13.0000 80,990.00 0.000 0.00 S) 96 75 MM GALVANIZED STEEL PIPE M 200.0000 3,000.00 0.000 0.00 S) (SUPPLY LINE) (CULVERT) 97 NPS 3 SUPPLY LINE (BRIDGE) M 180.0000 23,940.00 0.000 0.00 98 WATER METER (25 MM) EA 18,000.0000 18,000.00 0.000 0.00 S) 99 WATER METER (50 MM) EA 25,000.0000 100,000.00 0.000 0.00 S) 00 WATER METER (75 MM) EA 32,000.0000 32,000.00 0.000 0.00 S) 01 200 MM CORRUGATED HIGH DENSITY M 200.0000 70,000.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 02 LIME TONN 120.0000 70,800.00 10.000 1,200.00 478.940 57,472.80 03 LIME STABILIZATION M2 3.0000 99,600.00 1,096.000 3,288.00 31,209.000 93,627.00 PROGRAM CAS145 PAGE 5 DATE 11/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 03:28 PM ESTIMATE NO. 08 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: DEVANG J DESAI DATE OF THIS ESTIMATE 11/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 4 AGGREGATE SUBBASE M3 15.0000 1,171,500.00 14,109.500 211,642.50 38,921.000 583,815.00 05 CLASS 3 AGGREGATE BASE M3 20.0000 250,000.00 1,436.580 28,731.60 06 CEMENT TREATED BASE M3 80.0000 2,000,000.00 3,262.400 260,992.00 11,469.000 917,520.00 (PLANT-MIXED, CLASS A) 07 ASPHALTIC EMULSION (CURING SEAL) TONN 100.0000 19,000.00 9.990 999.00 36.110 3,611.00 08 LEAN CONCRETE BASE M3 200.0000 208,000.00 853.470 170,694.00 09 ASPHALT TREATED PERMEABLE BASE M3 80.0000 43,200.00 461.690 36,935.20 461.690 36,935.20 10 REPLACE ASPHALT CONCRETE SURFACING M3 200.0000 222,000.00 0.000 0.00 11 ASPHALT CONCRETE (TYPE A) TONN 55.0000 5,467,000.00 11,721.630 644,689.65 27,889.300 1,533,911.50 12 ASPHALT CONCRETE (OPEN GRADED) TONN 40.0000 504,000.00 0.000 0.00 13 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 50.0000 651,000.00 0.000 0.00 14 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 19,950.00 33.170 497.55 AREA) 15 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 3,120.00 0.000 0.00 16 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 3,060.00 0.000 0.00 17 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 19,170.00 0.000 0.00 18 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 2,070.00 0.000 0.00 19 CONCRETE PAVEMENT M3 285.0000 604,200.00 1,643.020 468,260.70 20 SEAL PAVEMENT JOINT M 3.0000 15,210.00 4,357.000 13,071.00 21 CRACK EXISTING CONCRETE PAVEMENT M2 6.0000 16,860.00 0.000 0.00 22 FURNISH PILING CLASS 625C MODIFIED M 111.0000 1,356,309.00 0.000 0.00 23 DRIVE PILE CLASS 625C MODIFIED EA 580.0000 425,140.00 0.000 0.00 S) 24 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 308.0000 685,916.00 0.000 0.00 PILING (508 MM) TYPE A 25 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 1,000.0000 102,000.00 0.000 0.00 S) (508 MM) TYPE A 26 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 364.0000 1,300,572.00 0.000 0.00 PILING (508 MM) TYPE B 27 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 850.0000 117,300.00 0.000 0.00 S) (508 MM) TYPE B 28 PRESTRESSING CAST-IN-PLACE CONCRETE LS 570,000.0000 570,000.00 0.000 0.00 S) 29 SEAL COURSE CONCRETE M3 300.0000 12,300.00 0.000 0.00 30 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 210.0000 830,340.00 282.000 59,220.00 282.000 59,220.00 F) PROGRAM CAS145 PAGE 6 DATE 11/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 03:28 PM ESTIMATE NO. 08 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: DEVANG J DESAI DATE OF THIS ESTIMATE 11/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STRUCTURAL CONCRETE, BRIDGE M3 510.0000 6,545,850.00 209.000 106,590.00 209.000 106,590.00 F) 32 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 243,450.00 -34.500 -15,525.00 506.500 227,925.00 F) 33 STRUCTURAL CONCRETE, BARRIER SLAB M3 475.0000 337,250.00 0.000 0.00 F) 34 STRUCTURAL CONCRETE APPROACH SLAB M3 700.0000 24,500.00 0.000 0.00 F) (TYPE EQ MODIFIED) 35 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 303,100.00 0.000 0.00 F) (TYPE N) 36 CLASS 2 CONCRETE (BOX CULVERT) M3 820.0000 101,680.00 123.950 101,639.00 F) 37 CLASS 2 CONCRETE (WINGWALLS) M3 1,200.0000 22,800.00 15.250 18,300.00 38 CLASS 1 CONCRETE (BOX CULVERT) M3 450.0000 667,800.00 309.000 139,050.00 F) 39 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 410,000.00 36.321 36,321.00 127.916 127,916.00 F) 40 MINOR CONCRETE (MEDIAN PAVING) M3 400.0000 41,200.00 0.000 0.00 F) 41 MINOR CONCRETE (BACKFILL) M3 150.0000 21,000.00 88.810 13,321.50 42 FRACTURED FIN TEXTURE M2 40.0000 36,640.00 43.000 1,720.00 43.000 1,720.00 F) 43 FRACTURED GRANITE TEXTURE M2 450.0000 22,050.00 0.000 0.00 F) 44 PTFE BEARING EA 3,000.0000 42,000.00 0.000 0.00 S) 45 JOINT SEAL (MR 30 MM) M 135.0000 21,735.00 0.000 0.00 S) 46 JOINT SEAL ASSEMBLY (MR 90 MM) M 660.0000 8,580.00 0.000 0.00 S) 47 JOINT SEAL ASSEMBLY (MR 100 MM) M 615.0000 18,450.00 0.000 0.00 S) 48 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 22,800.00 0.000 0.00 S) 49 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 28,500.00 0.000 0.00 S) 50 JOINT SEAL (MR 50 MM) M 250.0000 9,000.00 0.000 0.00 S) 51 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 4,102,880.00 76,596.000 122,553.60 76,596.000 122,553.60 SF) 52 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 92,536.00 272.000 1,088.00 20,023.050 80,092.20 SF) 53 BAR REINFORCING STEEL (WING WALL) KG 6.0000 2,730.00 361.000 2,166.00 SF) 54 BAR REINFORCING STEEL (BOX CULVERT) KG 1.7000 413,157.80 67,887.000 115,407.90 SF) 55 ISOLATION CASING KG 10.0000 344,000.00 0.000 0.00 SF) 56 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 229,390.00 0.000 0.00 F) 57 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 32,770.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 7 DATE 11/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 03:28 PM ESTIMATE NO. 08 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: DEVANG J DESAI DATE OF THIS ESTIMATE 11/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 760 MM CAST-IN-DRILLED-HOLE M 10.0000 90.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 59 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 59,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 60 METAL (RAIL MOUNTED SIGN) KG 15.0000 9,900.00 0.000 0.00 61 ROADSIDE SIGN - ONE POST EA 200.0000 11,000.00 3.000 600.00 62 ROADSIDE SIGN - TWO POST EA 400.0000 4,400.00 0.000 0.00 63 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 120.0000 600.00 11.000 1,320.00 METHOD) 64 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 2,800.00 0.000 0.00 65 INSTALL ROADSIDE SIGN EA 1,000.0000 1,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 66 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 120.0000 15,600.00 6.000 720.00 6.000 720.00 67 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 150.0000 439,500.00 173.500 26,025.00 1,507.800 226,170.00 68 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 175.0000 115,500.00 77.100 13,492.50 275.000 48,125.00 69 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 200.0000 132,000.00 10.000 2,000.00 778.500 155,700.00 70 750 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 275.0000 101,750.00 296.000 81,400.00 366.600 100,815.00 71 900 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 370.0000 181,300.00 372.600 137,862.00 72 1050 MM ALTERNATIVE PIPE CULVERT M 325.0000 172,250.00 250.360 81,367.00 (TYPE B) 73 300 MM REINFORCED CONCRETE PIPE M 175.0000 15,050.00 20.000 3,500.00 85.200 14,910.00 74 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,500.0000 210,000.00 138.300 207,450.00 (CLASS II) 75 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,600.0000 68,800.00 21.250 34,000.00 21.250 34,000.00 (CLASS II) 76 JACKED 1050 MM REINFORCED CONCRETE PIPE M 1,700.0000 95,200.00 0.000 0.00 (CLASS II) 77 300 MM CORRUGATED STEEL PIPE M 250.0000 6,500.00 0.000 0.00 (1.63 MM THICK) 78 450 MM SLOTTED CORRUGATED STEEL PIPE M 225.0000 90,000.00 0.000 0.00 (2.01 MM THICK) 79 80 MM PLASTIC PIPE M 20.0000 3,800.00 0.000 0.00 80 80 MM SLOTTED PLASTIC PIPE M 50.0000 29,700.00 0.000 0.00 81 200 MM NON-PERFORATED PLASTIC PIPE M 150.0000 6,000.00 0.000 0.00 CROSSDRAIN 82 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 29,800.00 1,478.000 29,560.00 1,478.000 29,560.00 83 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 10,000.00 200.000 10,000.00 200.000 10,000.00 84 FILTER FABRIC M2 2.0000 1,620.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 11/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 03:28 PM ESTIMATE NO. 08 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: DEVANG J DESAI DATE OF THIS ESTIMATE 11/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CLASS 3 PERMEABLE MATERIAL M3 50.0000 4,050.00 0.000 0.00 86 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 50.0000 149,000.00 846.600 42,330.00 87 200 MM ALTERNATIVE PIPE UNDERDRAIN M 60.0000 49,200.00 0.000 0.00 88 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 150.0000 15,900.00 0.000 0.00 89 250 MM CORRUGATED STEEL PIPE DOWNDRAIN M 150.0000 5,550.00 0.000 0.00 90 450 MM WELDED STEEL PIPE CASING M 300.0000 7,500.00 0.000 0.00 (BRIDGE) 91 610 MM WELDED STEEL PIPE CASING M 500.0000 7,500.00 0.000 0.00 (BRIDGE) 92 450 MM ALTERNATIVE FLARED END SECTION EA 400.0000 3,600.00 3.000 1,200.00 93 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 1.000 500.00 94 ROCK SLOPE PROTECTION M3 250.0000 8,000.00 8.460 2,115.00 (BACKING NO. 1, METHOD B) 95 CONCRETE (CHANNEL LINING) M3 1,200.0000 16,800.00 1.070 1,284.00 96 SLOPE PAVING (CONCRETE) M3 1,200.0000 22,800.00 0.000 0.00 F) 97 SLOPE PAVING (MASONRY BLOCK) M2 250.0000 318,250.00 0.000 0.00 F) 98 ROCK SLOPE PROTECTION FABRIC M2 15.0000 1,125.00 19.050 285.75 99 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 213,500.00 113.000 39,550.00 175.300 61,355.00 CONSTRUCTION) 00 MINOR CONCRETE (BROOM FINISH) M2 30.0000 85,500.00 0.000 0.00 01 MISCELLANEOUS IRON AND STEEL KG 2.5000 76,725.00 386.000 965.00 986.000 2,465.00 SF) 02 MISCELLANEOUS METAL KG 8.0000 63,680.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 03 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 102,500.00 0.000 0.00 SF) 04 CHAIN LINK FENCE (TYPE CL-1.2) M 50.0000 18,500.00 0.000 0.00 S) 05 CHAIN LINK FENCE (TYPE CL-1.2, M 50.0000 7,900.00 0.000 0.00 SF)VINYL-CLAD) 06 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 187,800.00 370.000 22,200.00 S) 07 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 3,000.00 3.000 1,800.00 S) 08 7.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 8,000.00 0.000 0.00 S) 09 DELINEATOR (CLASS 1) EA 35.0000 7,700.00 0.000 0.00 10 OBJECT MARKER EA 40.0000 1,720.00 0.000 0.00 11 METAL BEAM GUARD RAILING (WOOD POST) M 65.0000 139,100.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 11/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 03:28 PM ESTIMATE NO. 08 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: DEVANG J DESAI DATE OF THIS ESTIMATE 11/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CHAIN LINK RAILING M 200.0000 2,400.00 0.000 0.00 S) 13 CHAIN LINK RAILING (TYPE 7) M 150.0000 62,400.00 0.000 0.00 SF) 14 PIPE HANDRAILING M 518.0000 41,440.00 0.000 0.00 SF) 15 CONCRETE BARRIER (TYPE 26 MODIFIED) M 390.0000 134,550.00 0.000 0.00 F) 16 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 70,000.00 0.000 0.00 S) 17 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 15,000.00 0.000 0.00 S) 18 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 800.0000 5,600.00 0.000 0.00 S) 19 CRASH CUSHION, SAND FILLED EA 4,000.0000 20,000.00 0.000 0.00 S) 20 CONCRETE BARRIER (TYPE 60) M 250.0000 7,500.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 60C) M 125.0000 457,500.00 0.000 0.00 22 CONCRETE BARRIER (TYPE 60D) M 125.0000 32,500.00 0.000 0.00 23 CONCRETE BARRIER (TYPE 60D MODIFIED) M 130.0000 40,170.00 0.000 0.00 F) 24 CONCRETE BARRIER (TYPE 60E) M 250.0000 35,250.00 0.000 0.00 25 CONCRETE BARRIER (TYPE 736B) M 300.0000 66,000.00 0.000 0.00 26 CONCRETE BARRIER (TYPE 736 MOD) M 400.0000 2,000.00 0.000 0.00 (RETAINING WALL) 27 CONCRETE BARRIER (TYPE 736 MOD) M 300.0000 1,800.00 0.000 0.00 (RCB EXTENSION) 28 CONCRETE BARRIER (TYPE 736A) M 200.0000 96,000.00 0.000 0.00 29 CONCRETE BARRIER (TYPE 736 MODIFIED) M 195.0000 384,930.00 0.000 0.00 F) 30 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 24,850.00 59.580 2,085.30 S) 31 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 6,600.00 34.910 1,920.05 58.310 3,207.05 S) (STAGE CONSTRUCTION) 32 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 41,500.00 580.030 580.03 9,563.400 9,563.40 S) 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 102,400.00 3,041.630 6,083.26 24,897.040 49,794.08 S) (STAGE CONSTRUCTION) 34 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 11,560.00 220.430 440.86 S) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 16,720.00 795.680 3,182.72 3,054.220 12,216.88 S) (STAGE CONSTRUCTION) 36 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,060.00 649.700 649.70 S) (BROKEN 3.66 M - 0.92 M) 37 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,860.00 520.600 520.60 S) (BROKEN 5.18 M - 2.14 M) 38 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 25,000.00 2,470.000 4,940.00 S) PROGRAM CAS145 PAGE 10 DATE 11/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 03:28 PM ESTIMATE NO. 08 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: DEVANG J DESAI DATE OF THIS ESTIMATE 11/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 27,840.00 178.000 534.00 4,375.000 13,125.00 S) (STAGE CONSTRUCTION) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 25,720.00 1,079.000 4,316.00 S) 41 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 25,450.00 2,087.000 10,435.00 S) (STAGE CONSTRUCTION) 42 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.100 7,500.00 S) 43 SIGNAL AND LIGHTING (LOCATION 2) LS 75,000.0000 75,000.00 0.000 0.00 S) 44 SIGNAL AND LIGHTING (LOCATION 3) LS 75,000.0000 75,000.00 0.000 0.00 S) 45 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 10,000.0000 10,000.00 0.100 1,000.00 0.680 6,800.00 S) 46 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 0.050 5,000.00 0.320 32,000.00 S) 47 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.160 32,000.00 S) 48 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 0.450 33,750.00 S) (STAGE CONSTRUCTION) 49 50 MM SPRINKLER CONTROL CONDUIT M 25.0000 375.00 0.000 0.00 S) (CULVERT) 50 VIDEO IMAGE SENSOR ASSEMBLY EA 2,000.0000 4,000.00 3.000 6,000.00 S) 51 TRAFFIC OPERATIONS SYSTEM LS 200,000.0000 200,000.00 0.270 54,000.00 S) 52 VIDEO IMAGE PROCESSING SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 S) 53 DIAL-UP MODEM EA 1,000.0000 1,000.00 0.000 0.00 54 CELLULAR DIGITAL PACKET DATA WIRELESS EA 1,000.0000 8,000.00 0.000 0.00 S) MODEM 55 CAMERA CONTROL UNIT EA 5,000.0000 15,000.00 0.000 0.00 S) 56 VIDEO ENCODER UNIT EA 20,000.0000 60,000.00 0.000 0.00 S) 57 INTERGRATED SERVICES DIGITAL NETWORK EA 1,000.0000 3,000.00 0.000 0.00 S) TERMINAL ADAPTOR UNIT 58 EXTINGUISHABLE MESSAGE SIGN PANEL EA 20,000.0000 100,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 11/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 03:28 PM ESTIMATE NO. 08 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/05 R.E. NAME: DEVANG J DESAI DATE OF THIS ESTIMATE 11/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,310,554.68 10,764,161.74 ADJUSTMENT OF COMPENSATION 191,238.54 410,134.04 EXTRA WORK 10,596.91 39,053.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,512,390.13 11,213,349.13 59 MOBILIZATION LS 5900,000.0000 5,900,000.00 0.200 1,180,000.00 0.950 5,605,000.00 ORIGINAL CONTRACT AMOUNT 59,761,945.80 TOTAL WORK COMPLETED 3,692,390.13 16,818,349.13 MATERIALS ON HAND ON SITE 932,030.44 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,885.60 TOTAL 3,692,390.13 17,729,493.97 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 12/21/04 820 04/06/05 04/06/05 08/01/08 149 9 0 0 28% 18% PROGRESS IS SATISFACTORY DEVANG J DESAI RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/05