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 06/20/03 EST. NO.30 TIME 12:14 PM R.E. NAME: GALVAN PATRICIA 07-1224U4 --------------------------------------------------------------------------- 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 0758-1 -285.11 E.W. @ F.A.(+) 022803 N 1686.0 DAO CORRECTING ENTRY 0828 247.86 021903 N 1872 0 0829 219.05 022003 N 1873 0 0833 221.33 050803 N 1882 0 0834 221.33 050903 N 1884 0 0835 221.33 051203 N 1885 0 0836 221.33 051303 N 1886 0 0837 221.33 051403 N 1887 0 0838 221.33 051503 N 1888 0 0839 221.33 051603 N 1890 0 0840 221.33 051903 N 1893 0 0841 221.33 052003 N 1896 0 0842 221.33 052103 N 1897 0 0843 221.33 052103 N 1898 0 0844 110.67 052203 N 1899 0 0845 332.01 050203 N 1874 0 0846 3,081.65 050903 N 1883 0 0847 270.24 052303 N 1902 0 0848 379.27 052303 N 1900 0 0849 221.33 052903 N 1903 0 0850 459.05 050503 N 1877 0 0851 123.27 060203 N 1904 0 0852 246.52 060303 N 1895 0 0853 219.35 021903 N 1871 0 0854 31.22 051603 N 1892 0 0855 191.62 052203 N 1901 0 0856 153.69 050603 N 1878 0 0857 153.69 050803 N 1881 0 0858 141.21 050703 N 1880 0 0859 1,103.94 051503 N 1889 0 0860 221.33 050503 N 1875.0 0861 221.33 050603 N 1876.0 0862 221.33 050703 N 1879.0 002 0662 1,505.78 E.W. @ F.A.(+) 042803 N 1870 0 0663 2,045.22 040703 N 1869 0 008 0016 2,200.00 E.W. @ F.A.(+) 050903 N 1905.0 011 0024 109.95 E.W. @ F.A.(+) 060203 N 1894 0 0025 125.37 052303 N 1906 0 033 0666 376.07 E.W. @ F.A.(+) 051503 N 1907 0 0667 631.72 052003 N 1908 0 0668 1,166.66 052303 N 1909 0 0669 189.63 042403 N 1868 0 045 0014 10,317.15 E.W. @ L.S.(+) 061303 N 14 0 0015 50,618.42 A.C. @ L.S.(+) 061303 N 15 0 054 0003 34,480.80 A.C. @ L.S.(+) 060503 N 3 0 072 0010 1,573.61 E.W. @ F.A.(+) 032603 N 1787 0 0011 832.91 032703 N 1786 0 0012 10,639.22 033103 N 1785 0 074 0042 983.17 E.W. @ F.A.(+) 052003 N 010 0 0043 1,670.14 051903 N 1911 0 085 0091 1,977.05 E.W. @ F.A.(+) 093002 N 1469 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 06/20/03 EST. NO.30 TIME 12:14 PM R.E. NAME: GALVAN PATRICIA 07-1224U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0092 1,411.04 100702 N 1634 0 0093 1,976.67 111902 N 1472 0 0094 212.65 112002 N 1471 0 0095 400.04 122602 N 1468 0 0096 1,691.56 122702 N 1470 0 0097 607.15 123002 N 1467 0 093 0001 235,000.00 A.C. @ L.S.(+) 101502 N 1297.0 373,241.13 TOTAL THIS ESTIMATE 8,245,656.92 TOTAL PREVIOUS ESTIMATE 8,618,898.05 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 06/20/03 EST. NO.30 TIME 12:14 PM R.E. NAME: GALVAN PATRICIA 07-1224U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCCP OUT OF SPEC -1,050.00 16 PCCP THICKNESS DEFCN -2,628.00 16 LATE REOPENING OF CL -6,500.00 17 CLAIM # G525127 -20,954.00 18 5/31 PCCP THICKDEFIC -4,773.33 19 6/26 PCCP NON-COMPLI -490.00 19 LATE REOPENING CLOSR -26,000.00 22 PCCP THICK DEFICIENT -7,458.61 22 SECONDARY CORING PCC -16,712.93 22 0.00 -86,566.87 LABOR COMPLIANCE VIOLATION REYCO, CGO,STATEWIDE -10,000.00 03 REYCO, CGO,STATEWIDE 10,000.00 05 VAR - PAYROLLS -10,000.00 05 SIERRA, REYCO -10,000.00 06 SIERRA -10,000.00 08 SIERRA 10,000.00 09 STATE,SMITH,JOE,MART -10,000.00 11 VAR PAYROLLS I -10,000.00 12 SIERRA, REYCO 10,000.00 13 SMITH -10,000.00 13 STATE, SMITH, JOE, M 10,000.00 13 VAR PAYROLLS I 10,000.00 13 VAR-PAYROLLS 10,000.00 13 SMITH 10,000.00 14 BAY AREA, CGO -10,000.00 15 BAY AREA, CGO 10,000.00 16 C G O -10,000.00 17 CGO 10,000.00 18 VAR PRS, AUGUST -10,000.00 20 VAR PRS AUGUST 10,000.00 21 VAR PRS SEPT -10,000.00 21 VAR PRS SEPT 10,000.00 22 ACL -10,000.00 25 PAYROLLS JAN -10,000.00 26 ACL 10,000.00 27 PAYROLLS JAN 10,000.00 27 PAYROLLS APRIL -10,000.00 28 PAYROLLS MAY -10,000.00 30 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -106,566.87 PROGRAM CAS145 PAGE 1 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 12:14 PM ESTIMATE NO. 30 BID OPENING 12/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 06/20/03 LOCATION PROGRESS ESTIMATE 07-LA-10-42.4/48.3 ----------------- BALFOUR BEATTY ORTIZ ENTERPRIS IN LOS ANGELES COUNTY IN POMONA 1255 E HIGHLAND SUITE 212 AND CLAREMONT FROM ROUTE 10/27/210 SAN BERNARDINO, CA 92404 SEPARATION TO SAN BERNARDINO COUNTY LINE FED. AID NO. ACIM-010 -1(753)42N WIDEN FREEWAY AND STRUCTURES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 10,000.0000 10,000.00 0.750 7,500.00 02 OVERHEAD WDAY 13,000.0000 7,800,000.00 22.000 286,000.00 552.000 7,176,000.00 03 TEMPORARY FENCE (TYPE CL-6) LF 4.0000 52,400.00 13,685.000 54,740.00 04 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 300,000.0000 300,000.00 0.012 3,600.00 0.842 252,600.00 06 CONSTRUCTION AREA SIGNS LS 170,000.0000 170,000.00 0.750 127,500.00 S) 07 TRAFFIC CONTROL SYSTEM LS 900,000.0000 900,000.00 0.033 29,700.00 0.957 861,300.00 S) 08 FLASHING ARROW SIGN EA 5,000.0000 70,000.00 9.000 45,000.00 S) 09 TYPE III BARRICADE EA 64.0000 25,600.00 223.000 14,272.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.5000 28,500.00 590.000 885.00 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 5,520.00 161.000 48.30 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 44.5000 65,415.00 1,032.000 45,924.00 S) 13 TEMPORARY PAVEMENT MARKER EA 4.0000 1,280.00 0.000 0.00 S) 14 TEMPORARY RAILING (TYPE K) LF 8.0000 1,536,000.00 10,180.000 81,440.00 153,200.000 1,225,600.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 155.0000 173,600.00 44.000 6,820.00 1,137.000 176,235.00 S) 16 ABANDON CULVERT EA 200.0000 2,800.00 8.000 1,600.00 17 ABANDON UNDERDRAIN EA 506.0000 1,012.00 1.000 506.00 18 ABANDON PEDESTRIAN UNDERCROSSING LS 26,000.0000 26,000.00 1.000 26,000.00 LOCATION 1 19 ABANDON PEDESTRIAN UNDERCROSSING LS 26,000.0000 26,000.00 1.000 26,000.00 LOCATION 2 20 ABANDON MANHOLE EA 1,200.0000 7,200.00 0.000 0.00 21 REMOVE FENCE LF 2.0000 28,800.00 156.000 312.00 18,622.250 37,244.50 22 REMOVE METAL BEAM GUARD RAILING LF 5.0000 56,500.00 9,932.500 49,662.50 PROGRAM CAS145 PAGE 2 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 12:14 PM ESTIMATE NO. 30 BID OPENING 12/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE DOUBLE METAL BEAM BARRIER LF 6.0000 99,600.00 11,830.500 70,983.00 24 REMOVE FLARED END SECTION EA 1,400.0000 16,800.00 12.000 16,800.00 25 REMOVE TRAFFIC STRIPE LF 0.7500 379,500.00 18,713.000 14,034.75 305,314.000 228,985.50 26 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.7500 39,600.00 3,366.000 2,524.50 56,484.000 42,363.00 27 REMOVE PAVEMENT MARKING SQFT 3.0000 8,280.00 2,588.000 7,764.00 28 REMOVE PAVEMENT MARKER EA 1.0000 70,600.00 1,882.000 1,882.00 31,583.000 31,583.00 29 REMOVE ROADSIDE SIGN EA 75.0000 9,750.00 25.000 1,875.00 84.000 6,300.00 30 REMOVE SIGN STRUCTURE EA 2,500.0000 40,000.00 13.000 32,500.00 31 REMOVE PIPE LF 30.0000 191,700.00 1,131.000 33,930.00 3,312.000 99,360.00 32 REMOVE INLET EA 1,500.0000 180,000.00 8.000 12,000.00 101.000 151,500.00 33 REMOVE MANHOLE EA 1,500.0000 6,000.00 4.000 6,000.00 34 REMOVE RETAINING WALL LF 55.0000 62,150.00 1,130.000 62,150.00 35 REMOVE PARKWAY DRAIN EA 330.0000 330.00 1.000 330.00 36 REMOVE CONCRETE PAVEMENT SQYD 7.0000 52,150.00 4,822.000 33,754.00 5,405.000 37,835.00 37 REMOVE ASPHALT CONCRETE SURFACING SQYD 4.0000 11,760.00 444.000 1,776.00 38 REMOVE BLOCK WALL LF 17.0000 17,510.00 2,785.000 47,345.00 39 REMOVE GRAVITY WALL LF 17.0000 98,600.00 5,752.000 97,784.00 40 RECONSTRUCT SIGN STRUCTURE EA 3,000.0000 12,000.00 2.000 6,000.00 41 RELOCATE SIGN STRUCTURE EA 3,000.0000 30,000.00 5.000 15,000.00 10.000 30,000.00 42 ADJUST INLET EA 1,500.0000 3,000.00 0.000 0.00 43 ADJUST FRAME AND GRATE TO GRADE EA 400.0000 800.00 0.000 0.00 44 ADJUST MANHOLE TO GRADE EA 400.0000 800.00 1.000 400.00 45 REMODEL INLET EA 1,200.0000 7,200.00 12.000 14,400.00 46 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 22,500.00 17,719.640 17,719.64 (.25' MAXIMUM) 47 REMOVE CONCRETE CY 40.0000 82,800.00 1,307.680 52,307.20 48 REMOVE CONCRETE BARRIER LF 7.0000 46,970.00 6,783.500 47,484.50 49 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 3.0000 79,500.00 4,000.000 12,000.00 PROGRAM CAS145 PAGE 3 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 12:14 PM ESTIMATE NO. 30 BID OPENING 12/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE SOUND WALL LF 38.0000 9,500.00 335.000 12,730.00 51 ACCESS OPENING, SOFFIT EA 600.0000 4,800.00 8.000 4,800.00 52 CAP INLET EA 700.0000 27,300.00 1.000 700.00 40.000 28,000.00 53 CAP REINFORCED CONCRETE BOX OPENING EA 1,000.0000 1,000.00 0.000 0.00 54 REMOVE CRASH CUSHION EA 400.0000 4,800.00 12.000 4,800.00 55 CONCRETE CHANNEL REMOVAL LS 25,000.0000 25,000.00 1.000 25,000.00 56 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 1.000 15,000.00 57 BRIDGE REMOVAL (PORTION), LOCATION B LS 15,000.0000 15,000.00 1.000 15,000.00 58 BRIDGE REMOVAL (PORTION), LOCATION C LS 40,000.0000 40,000.00 1.000 40,000.00 59 BRIDGE REMOVAL (PORTION), LOCATION D LS 20,000.0000 20,000.00 1.000 20,000.00 60 BRIDGE REMOVAL (PORTION), LOCATION E LS 15,000.0000 15,000.00 1.000 15,000.00 61 BRIDGE REMOVAL (PORTION), LOCATION F LS 15,000.0000 15,000.00 1.000 15,000.00 62 BRIDGE REMOVAL (PORTION), LOCATION H LS 20,000.0000 20,000.00 1.000 20,000.00 63 BRIDGE REMOVAL (PORTION), LOCATION I LS 6,000.0000 6,000.00 1.000 6,000.00 64 CONCRETE RETAINING WALL REMOVAL LS 20,000.0000 20,000.00 1.000 20,000.00 65 LOWER BRIDGE, LOCATION A LS 10,000.0000 10,000.00 1.000 10,000.00 66 LOWER BRIDGE, LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 67 LOWER BRIDGE, LOCATION E LS 10,000.0000 10,000.00 1.000 10,000.00 68 LOWER BRIDGE, LOCATION F LS 10,000.0000 10,000.00 1.000 10,000.00 69 CLEARING AND GRUBBING LS 333,000.0000 333,000.00 1.000 333,000.00 70 MATERIAL WITH AERIALLY DEPOSITED LEAD CY 15.0000 1,515,000.00 111,236.000 1,668,540.00 71 ROADWAY EXCAVATION CY 8.0000 1,384,000.00 9,200.000 73,600.00 208,569.060 1,668,552.48 72 STRUCTURE EXCAVATION (BRIDGE) CY 26.0000 147,784.00 5,684.000 147,784.00 F) 73 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 4,259,820.00 92,257.000 2,767,710.00 F) 74 STRUCTURE BACKFILL (BRIDGE) CY 40.0000 210,880.00 5,287.500 211,500.00 F) 75 STRUCTURE BACKFILL (RETAINING WALL) CY 32.0000 5,453,312.00 117,840.690 3,770,902.08 F) 76 SAND BACKFILL CY 46.0000 48,760.00 641.000 29,486.00 PROGRAM CAS145 PAGE 4 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 12:14 PM ESTIMATE NO. 30 BID OPENING 12/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 HIGHWAY PLANTING LS 430,000.0000 430,000.00 0.001 430.00 0.038 16,340.00 S) 78 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.000 0.00 S) 79 MAINTAIN EXISTING IRRIGATION FACILITIES LS 60,000.0000 60,000.00 0.010 600.00 0.010 600.00 80 IRRIGATION SYSTEM LS 625,000.0000 625,000.00 0.095 59,375.00 0.213 133,125.00 S) 81 FINISHING ROADWAY LS 40,000.0000 40,000.00 0.000 0.00 82 CLASS 2 AGGREGATE SUBBASE CY 25.0000 3,250.00 128.590 3,214.75 83 CLASS 4 AGGREGATE SUBBASE CY 10.0000 180,000.00 3,000.000 30,000.00 17,773.550 177,735.50 84 CLASS 2 AGGREGATE BASE CY 17.0000 323,000.00 1,400.000 23,800.00 18,772.730 319,136.41 85 AGGREGATE BASE (APPROACH SLAB) CY 164.0000 16,400.00 100.000 16,400.00 86 CLASS 3 AGGREGATE BASE CY 18.0000 927,000.00 9,800.000 176,400.00 46,099.200 829,785.60 87 LEAN CONCRETE BASE CY 40.0000 1,472,000.00 999.800 39,992.00 28,601.670 1,144,066.80 88 ASPHALT CONCRETE TON 40.0000 2,156,000.00 1,344.340 53,773.60 61,274.490 2,450,979.60 89 PAVEMENT REINFORCING FABRIC SQYD 1.0000 29,900.00 1,711.120 1,711.12 90 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 9.0000 167,400.00 350.250 3,152.25 16,340.170 147,061.53 AREA) 91 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 1.0000 5,130.00 1,551.000 1,551.00 3,367.000 3,367.00 92 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 1.0000 740.00 316.000 316.00 93 PLACE ASPHALT CONCRETE DIKE (TYPE D) LF 1.0000 5,140.00 250.000 250.00 4,581.500 4,581.50 94 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.0000 100.00 5.000 5.00 95 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 1.0000 1,110.00 327.000 327.00 96 CONCRETE PAVEMENT CY 45.0000 2,808,000.00 1,294.240 58,240.80 52,086.510 2,343,892.95 97 CONCRETE PAVEMENT (FAST SETTING CY 592.0000 1,278,720.00 -396.750 -234,876.00 1,323.600 783,571.20 HYDRAULIC CEMENT CONCRETE) 98 REPLACE CONCRETE PAVEMENT CY 212.0000 108,120.00 620.990 131,649.88 99 REPLACE CONCRETE PAVEMENT (FAST SETTING CY 672.0000 1,249,920.00 908.880 610,767.36 1,430.880 961,551.36 HYDRAULIC CEMENT CONCRETE) 00 GRIND CONCRETE PAVEMENT SQYD 7.0000 354,200.00 0.000 0.00 01 FURNISH STEEL PILING (HP 10 X 42) LF 10.0000 93,160.00 9,655.000 96,550.00 02 DRIVE STEEL PILE (HP 10 X 42) EA 1,000.0000 192,000.00 199.000 199,000.00 S) 03 FURNISH STEEL PILING (HP 10 X 57) LF 10.0000 166,870.00 17,032.000 170,320.00 PROGRAM CAS145 PAGE 5 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 12:14 PM ESTIMATE NO. 30 BID OPENING 12/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 DRIVE STEEL PILE (HP 10 X 57) EA 1,000.0000 339,000.00 346.000 346,000.00 S) 05 FURNISH STEEL PILING (HP 14 X 89) LF 15.0000 274,035.00 19,499.000 292,485.00 06 DRIVE STEEL PILE (HP 14 X 89) EA 1,000.0000 362,000.00 387.000 387,000.00 S) 07 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 11.0000 321,200.00 29,162.000 320,782.00 S) 08 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 43.0000 47,558.00 1,106.000 47,558.00 S) 09 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 1.000 100,000.00 S) 10 PRESTRESSING LS 35,000.0000 35,000.00 1.000 35,000.00 S) 11 TIEBACK ANCHOR EA 1,100.0000 61,600.00 16.000 17,600.00 S) 12 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 380.0000 541,880.00 1,426.000 541,880.00 F) 13 STRUCTURAL CONCRETE, BRIDGE CY 320.0000 1,512,000.00 4,735.000 1,515,200.00 F) 14 STRUCTURAL CONCRETE, RETAINING WALL CY 175.0000 8,449,000.00 10.430 1,825.25 36,526.430 6,392,125.25 F) 15 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 96,600.00 483.000 96,600.00 F) (TYPE N) 16 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 204,800.00 814.000 162,800.00 (TYPE R) 17 CLASS A CONCRETE (STRUCTURE) CY 150.0000 22,800.00 152.200 22,830.00 F) 18 MINOR CONCRETE (MINOR STRUCTURE) CY 800.0000 496,000.00 496.040 396,832.00 F) 19 MINOR CONCRETE (PIPE ENCASEMENT) CY 250.0000 665,000.00 139.190 34,797.50 1,663.060 415,765.00 20 PAVING NOTCH EXTENSION CY 2,300.0000 52,900.00 18.000 41,400.00 21 ARCHITECTURAL TREATMENT SQFT 8.0000 35,800.00 1,095.000 8,760.00 4,475.000 35,800.00 F) 22 DRILL AND BOND DOWEL LF 3.0000 10,725.00 3,575.000 10,725.00 23 RETROFIT DOWEL (SMOOTH, EPOXY COATED) EA 20.0000 466,000.00 4,341.000 86,820.00 23,042.000 460,840.00 24 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,000.0000 60,000.00 12.000 60,000.00 S) GIRDER (60'-70') 25 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,000.0000 102,000.00 17.000 102,000.00 S) GIRDER (70'-80') 26 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 91,000.00 13.000 91,000.00 S) GIRDER (80'-90') 27 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,000.0000 48,000.00 6.000 48,000.00 S) GIRDER (90'-100') 28 ERECT PRECAST PRESTRESSED CONCRETE EA 100.0000 4,800.00 48.000 4,800.00 S) GIRDER 29 RETAINING WALL STEM (TYPE 6) SQFT 10.0000 24,700.00 2,293.000 22,930.00 30 FURNISH POLYESTER CONCRETE OVERLAY CF 50.0000 388,500.00 1,450.000 72,500.00 PROGRAM CAS145 PAGE 6 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 12:14 PM ESTIMATE NO. 30 BID OPENING 12/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.0000 159,000.00 4,000.000 24,000.00 F) 32 CORE CONCRETE (2") LF 80.0000 2,720.00 34.000 2,720.00 S) 33 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 6.5000 2,771,723.50 424,219.000 2,757,423.50 F) 34 MASONRY BLOCK WALL SQFT 14.0000 6,440.00 0.000 0.00 35 JOINT SEAL (TYPE B-MR 1") LF 30.0000 34,230.00 272.000 8,160.00 S) 36 JOINT SEAL (TYPE B-MR 1 1/2") LF 35.0000 2,030.00 58.000 2,030.00 S) 37 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 150.0000 5,100.00 34.000 5,100.00 S) 38 JOINT SEAL ASSEMBLY (MR 3") LF 160.0000 2,720.00 17.000 2,720.00 S) 39 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 170.0000 2,890.00 17.000 2,890.00 S) 40 BAR REINFORCING STEEL (BRIDGE) LB 0.4000 583,920.00 1,463,200.000 585,280.00 SF) 41 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4000 2,100,214.80 3,798,607.320 1,519,442.93 F) 42 BAR REINFORCING STEEL (BOX CULVERT) LB 0.5000 144,705.50 296,729.500 148,364.75 F) 43 SHOTCRETE CY 400.0000 44,000.00 40.000 16,000.00 F) 44 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 550.00 110.000 550.00 110.000 550.00 SF) 45 COLUMN CASING LB 2.5000 102,500.00 3,000.000 7,500.00 41,000.000 102,500.00 SF) 46 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 436,550.00 0.000 0.00 F) 47 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 54,568.75 57,157.000 14,289.25 57,157.000 14,289.25 SF) 48 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 77.0000 13,090.00 76.000 5,852.00 S) (SIGN FOUNDATION) 49 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 80.0000 12,000.00 111.000 8,880.00 S) (SIGN FOUNDATION) 50 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 189.0000 3,402.00 0.000 0.00 S) (SIGN FOUNDATION) 51 METAL (BARRIER MOUNTED SIGN) LB 8.0000 33,920.00 0.000 0.00 52 METAL (WALL MOUNTED SIGN FLUSH) LB 10.0000 12,000.00 520.000 5,200.00 53 METAL (WALL MOUNTED SIGN) LB 10.0000 29,000.00 1,605.000 16,050.00 54 ROADSIDE SIGN - ONE POST EA 175.0000 7,525.00 35.000 6,125.00 64.000 11,200.00 55 ROADSIDE SIGN - TWO POST EA 350.0000 11,200.00 7.000 2,450.00 56 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 4,600.00 17.000 1,700.00 METHOD) 57 INSTALL SIGN OVERLAY SQFT 15.0000 4,050.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 12:14 PM ESTIMATE NO. 30 BID OPENING 12/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 INSTALL ROADSIDE SIGN - TWO POST EA 1,000.0000 11,000.00 4.000 4,000.00 (LAMINATED WOOD BOX POST) 59 15" ALTERNATIVE PIPE CULVERT LF 60.0000 43,200.00 611.000 36,660.00 60 18" ALTERNATIVE PIPE CULVERT LF 76.0000 570,760.00 220.000 16,720.00 7,159.000 544,084.00 61 24" ALTERNATIVE PIPE CULVERT LF 80.0000 47,200.00 214.000 17,120.00 62 18" PLASTIC PIPE LF 35.0000 12,600.00 64.000 2,240.00 63 15" REINFORCED CONCRETE PIPE LF 53.0000 86,390.00 20.000 1,060.00 1,139.000 60,367.00 64 18" REINFORCED CONCRETE PIPE LF 62.0000 48,980.00 742.000 46,004.00 2,411.000 149,482.00 65 24" REINFORCED CONCRETE PIPE LF 96.0000 68,160.00 196.000 18,816.00 66 30" REINFORCED CONCRETE PIPE LF 130.0000 176,800.00 1,353.000 175,890.00 67 36" REINFORCED CONCRETE PIPE LF 147.0000 88,200.00 72.000 10,584.00 779.000 114,513.00 68 48" REINFORCED CONCRETE PIPE LF 323.0000 15,504.00 48.000 15,504.00 69 90" REINFORCED CONCRETE PIPE LF 327.0000 225,630.00 582.000 190,314.00 70 JACKED 36" REINFORCED CONCRETE PIPE LF 460.0000 289,800.00 428.000 196,880.00 (CLASS III) 71 8" CORRUGATED STEEL PIPE (.064" THICK) LF 40.0000 2,840.00 71.000 2,840.00 72 36" CORRUGATED STEEL PIPE (.138" THICK) LF 170.0000 8,160.00 48.000 8,160.00 73 60" CORRUGATED STEEL PIPE (.138" THICK) LF 258.0000 8,256.00 32.000 8,256.00 32.000 8,256.00 74 10" PERFORATED PLASTIC PIPE UNDERDRAIN LF 20.0000 5,000.00 245.000 4,900.00 75 10" PERFORATED PLASTIC PIPE RISER EA 100.0000 200.00 0.000 0.00 (UNDERDRAIN) 76 12" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.0000 13,250.00 506.000 12,650.00 77 15" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 660.00 22.000 660.00 78 15" NONPERFORATED PLASTIC PIPE LF 30.0000 1,500.00 50.000 1,500.00 79 3" PLASTIC PIPE (EDGE DRAIN) LF 5.0000 254,500.00 2,863.000 14,315.00 41,420.000 207,100.00 80 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 17.0000 39,780.00 30.000 510.00 1,738.000 29,546.00 81 PARKWAY DRAIN EA 200.0000 1,000.00 5.000 1,000.00 82 12" CORRUGATED STEEL PIPE RISER LF 100.0000 2,000.00 0.000 0.00 (.064" THICK) 83 18" CORRUGATED STEEL PIPE RISER LF 100.0000 400.00 0.000 0.00 (.064" THICK) 84 MANHOLE EA 1,500.0000 33,000.00 14.900 22,350.00 PROGRAM CAS145 PAGE 8 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 12:14 PM ESTIMATE NO. 30 BID OPENING 12/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ROCK SLOPE PROTECTION (DRAINAGE OUTLET) CY 50.0000 850.00 9.000 450.00 86 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 16.00 0.000 0.00 87 MINOR CONCRETE (MISCELLANEOUS CY 225.0000 425,250.00 1,364.010 306,902.25 CONSTRUCTION) 88 MINOR CONCRETE (GUTTER) CY 230.0000 107,640.00 363.000 83,490.00 F) 89 MISCELLANEOUS IRON AND STEEL LB 1.0000 101,893.00 52,861.750 52,861.75 F) 90 MISCELLANEOUS METAL LB 4.0000 25,000.00 6,250.000 25,000.00 SF)(RESTRAINER - ROD TYPE) 91 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 266,920.00 66,730.000 266,920.00 SF) 92 CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 21,200.00 255.000 2,040.00 3,421.250 27,370.00 S) 93 CHAIN LINK FENCE (TYPE CL-8) LF 16.0000 544.00 0.000 0.00 S) 94 5' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 23,500.00 5.000 2,500.00 26.000 13,000.00 S) 95 12' CHAIN LINK GATE (TYPE CL-8) EA 1,000.0000 3,000.00 0.000 0.00 S) 96 16' CHAIN LINK GATE (TYPE CL-8) EA 1,200.0000 1,200.00 0.000 0.00 S) 97 4' CHAIN LINK GATE (TYPE CL-8) EA 800.0000 800.00 0.000 0.00 S) 98 SURVEY MONUMENT EA 300.0000 300.00 0.000 0.00 99 DELINEATOR (CLASS 1) EA 45.0000 3,510.00 0.000 0.00 00 INSTALL MEDIAN MILEAGE PANEL EA 50.0000 3,000.00 0.000 0.00 01 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 86,800.00 938.000 18,760.00 S) 02 CHAIN LINK RAILING LF 35.0000 18,550.00 468.000 16,380.00 S) 03 PIPE HANDRAILING LF 40.0000 15,640.00 207.000 8,280.00 F) 04 CONCRETE BARRIER (TYPE 27A MODIFIED) LF 17.0000 493,000.00 28,158.000 478,686.00 05 CONCRETE BARRIER (TYPE 27) LF 43.0000 106,812.00 2,484.000 106,812.00 F) 06 CONCRETE BARRIER (TYPE 27A) LF 52.0000 17,524.00 337.000 17,524.00 F) 07 CONCRETE BARRIER (TYPE 27B) LF 84.0000 63,840.00 93.750 7,875.00 08 CONCRETE BARRIER (TYPE 27B MODIFIED) LF 81.0000 58,320.00 766.900 62,118.90 09 CONCRETE BARRIER (TYPE 27SV) LF 90.0000 80,100.00 890.000 80,100.00 10 CONCRETE BARRIER (TYPE 27SV MODIFIED) LF 50.0000 243,000.00 4,860.000 243,000.00 11 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 80.0000 113,920.00 1,424.000 113,920.00 F) PROGRAM CAS145 PAGE 9 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 12:14 PM ESTIMATE NO. 30 BID OPENING 12/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CONCRETE BARRIER (TYPE 50F) LF 100.0000 10,000.00 0.000 0.00 13 CONCRETE BARRIER (TYPE 50W MODIFIED) LF 60.0000 36,000.00 600.000 36,000.00 14 CONCRETE BARRIER (TYPE 50A) LF 30.0000 1,800.00 0.000 0.00 F) 15 CONCRETE BARRIER (TYPE 50C) LF 40.0000 200.00 10.000 400.00 16 CABLE RAILING LF 10.0000 82,570.00 5,762.000 57,620.00 F) 17 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 20,000.00 5.000 10,000.00 S) 18 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 20,000.00 3.000 6,000.00 S) 19 CRASH CUSHION (TYPE REACT 99CBS) EA 10,000.0000 140,000.00 11.000 110,000.00 S) 20 CONCRETE BARRIER (TYPE 60) LF 30.0000 189,660.00 1,435.700 43,071.00 1,435.700 43,071.00 F) 21 CONCRETE BARRIER (TYPE 60C) LF 39.0000 260,910.00 96.500 3,763.50 1,604.500 62,575.50 22 CONCRETE BARRIER (TYPE 60D) LF 24.0000 260,328.00 602.500 14,460.00 4,093.500 98,244.00 F) 23 CONCRETE BARRIER (TYPE 60 MOD) LF 27.0000 101,250.00 3,942.500 106,447.50 3,942.500 106,447.50 24 CONCRETE BARRIER (TYPE 60C MOD) LF 43.0000 4,730.00 109.000 4,687.00 109.000 4,687.00 25 CONCRETE BARRIER (TYPE 60R) LF 130.0000 279,500.00 176.000 22,880.00 26 CONCRETE BARRIER (TYPE 60W) LF 120.0000 351,600.00 0.000 0.00 27 CONCRETE BARRIER (TYPE 60W MOD) LF 125.0000 786,250.00 1,519.000 189,875.00 28 CONCRETE BARRIER (TYPE 732A MOD) LF 4.0000 8,480.00 2,110.000 8,440.00 29 CONCRETE BARRIER (TYPE 732B MOD) LF 30.0000 3,000.00 100.480 3,014.40 30 CONCRETE BARRIER (TYPE 736A MOD) LF 56.0000 109,760.00 1,752.000 98,112.00 31 CONCRETE BARRIER (TYPE 736B MOD) LF 52.0000 25,480.00 0.000 0.00 32 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 65,600.00 1,570.000 628.00 S) 33 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 78,800.00 2,145.000 2,145.00 S) 34 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,100.00 60.000 60.00 S) (BROKEN 12-3) 35 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 40,000.00 2,774.000 11,096.00 S) 36 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,732.00 1,417.000 566.80 S) (BROKEN 17-7) 37 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,810.00 0.000 0.00 S) (BROKEN 36-12) 38 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 80,200.00 58,943.000 11,788.60 427,275.000 85,455.00 S) PROGRAM CAS145 PAGE 10 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 12:14 PM ESTIMATE NO. 30 BID OPENING 12/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 2,600.00 3,040.000 6,080.00 40 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 54,150.00 2,745.000 4,117.50 36,456.000 54,684.00 S) 41 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 600.00 0.000 0.00 S) 42 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 64,200.00 1,052.000 3,156.00 14,700.000 44,100.00 S) 43 SIGNAL AND LIGHTING (LOCATION 1, MODIFY) LS 26,000.0000 26,000.00 0.027 702.00 0.397 10,322.00 S) 44 SIGNAL AND LIGHTING (LOCATION 2, MODIFY) LS 34,000.0000 34,000.00 0.186 6,324.00 0.336 11,424.00 S) 45 SIGNAL AND LIGHTING (LOCATION 3, MODIFY) LS 95,000.0000 95,000.00 0.846 80,370.00 S) 46 SIGNAL AND LIGHTING (LOCATION 4, MODIFY) LS 76,000.0000 76,000.00 0.590 44,840.00 S) 47 SIGNAL AND LIGHTING (LOCATION 5, MODIFY) LS 10,000.0000 10,000.00 0.415 4,150.00 48 SIGNAL AND LIGHTING (LOCATION 6, MODIFY) LS 13,000.0000 13,000.00 0.565 7,345.00 49 LIGHTING (MODIFY) LS 4,000.0000 4,000.00 0.983 3,932.00 S) 50 LIGHTING (CITY) LS 15,000.0000 15,000.00 0.751 11,265.00 S) 51 BRIDGE LIGHTING LS 16,000.0000 16,000.00 1.000 16,000.00 S) 52 LIGHTING AND SIGN ILLUMINATION LS 850,000.0000 850,000.00 0.066 56,100.00 0.780 663,000.00 S) 53 LIGHTING AND SIGN ILLUMINATION LS 5,000.0000 5,000.00 0.694 3,470.00 S) ELECTRIC SERVICE (IRRIGATION) 54 MODIFY HAR SIGN AND FLASHING BEACON LS 5,000.0000 5,000.00 0.000 0.00 S) (LOCATION SB459) 55 CHANGEABLE MESSAGE SIGN ELECTRICAL LS 15,000.0000 15,000.00 0.548 8,220.00 SYSTEM, CMS #80 RELOCATION 56 2" CONDUIT (TRENCHED IN SOIL) LF 11.0000 14,520.00 250.000 2,750.00 2,395.000 26,345.00 57 2" RIGID STEEL CONDUIT (JACKED) LF 40.0000 26,800.00 750.000 30,000.00 58 3" CONDUIT (TRENCHED IN SOIL) LF 18.0000 4,140.00 1,470.000 26,460.00 1,710.000 30,780.00 59 3" CONDUIT (TRENCHED IN ASPHALT) LF 26.0000 11,960.00 207.000 5,382.00 60 TWO 4" CONDUIT (TRENCHED IN ASPHALT) LF 30.0000 870,000.00 40.000 1,200.00 28,739.000 862,170.00 61 TWO 4" RIGID STEEL CONDUIT (JACKED) LF 47.0000 55,460.00 1,145.000 53,815.00 62 3" RIGID STEEL CONDUIT (JACKED) LF 44.0000 14,080.00 210.000 9,240.00 63 4" RIGID STEEL CONDUIT (JACKED) LF 52.0000 10,400.00 160.000 8,320.00 64 TWO 3" CONDUIT (TRENCHED IN SOIL) LF 42.0000 2,940.00 0.000 0.00 65 TWO 3" RIGID STEEL CONDUIT (JACKED) LF 100.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 12:14 PM ESTIMATE NO. 30 BID OPENING 12/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 CONDUIT MARKER LS 6,000.0000 6,000.00 0.000 0.00 67 1 1/4" INNERDUCT LF 2.0000 65,800.00 0.000 0.00 68 TRAFFIC MONITORING STATION (LOCATION LS 32,000.0000 32,000.00 0.543 17,376.00 S) 2560, MODIFY) 69 TRAFFIC MONITORING STATION AND ELECTRIC LS 27,000.0000 27,000.00 0.067 1,809.00 S) SERVICE (IRRIGATION) (LOCATION 2107, 2108, MODIFY) 70 TRAFFIC MONITORING STATION (LOCATION LS 19,000.0000 19,000.00 0.665 12,635.00 S) 2109, MODIFY) 71 TRAFFIC MONITORING STATION (LOCATION LS 21,000.0000 21,000.00 0.578 12,138.00 S) 2129, MODIFY) 72 TRAFFIC MONITORING STATION (LOCATION LS 39,000.0000 39,000.00 0.647 25,233.00 S) 2128) 73 AUTOMATION VEHICLE CLASSIFICATION LS 90,000.0000 90,000.00 0.218 19,620.00 S) (LOCATION 054, MODIFY) 74 VIDEO NODE, DATA NODE AND CCTV LS 149,000.0000 149,000.00 0.000 0.00 S) CAMERA (LOCATION SB425) 75 CABLE NODE (LOCATION SB425) LS 17,000.0000 17,000.00 0.000 0.00 76 CCTV CAMERA (LOCATION SB429) LS 27,000.0000 27,000.00 0.000 0.00 S) 77 CCTV CAMERA (LOCATION SB442) LS 48,000.0000 48,000.00 0.020 960.00 S) 78 CCTV CAMERA (LOCATION SB451) LS 26,000.0000 26,000.00 0.008 208.00 S) 79 CCTV CAMERA (LOCATION SB465) LS 39,000.0000 39,000.00 0.000 0.00 S) 80 CCTV CAMERA AND DATA NODE LS 26,000.0000 26,000.00 0.029 754.00 S) (LOCATION SB478) 81 RAMP METERING SYSTEM (LOCATION 0762, LS 34,000.0000 34,000.00 0.382 12,988.00 S) MODIFY) 82 RAMP METERING SYSTEM AND ELECTRIC LS 46,000.0000 46,000.00 0.675 31,050.00 S) SERVICE (IRRIGATION) (LOCATION 0772, MODIFY) 83 RAMP METERING SYSTEM AND ELECTRIC LS 43,000.0000 43,000.00 0.810 34,830.00 S) SERVICE (IRRIGATION) (LOCATION 0763/0771, MODIFY) 84 RAMP METERING SYSTEM LS 52,000.0000 52,000.00 0.484 25,168.00 S) (LOCATION 0770, MODIFY) 85 RAMP METERING SYSTEM AND ELECTRIC LS 34,000.0000 34,000.00 0.616 20,944.00 S) SERVICE (IRRIGATION) (LOCATION 0769, MODIFY) 86 RAMP METERING SYSTEM AND ELECTRIC LS 61,000.0000 61,000.00 0.016 976.00 0.345 21,045.00 S) SERVICE (IRRIGATION) (LOCATION 0764, MODIFY) 87 RAMP METERING SYSTEM (LOCATION 0765, LS 42,000.0000 42,000.00 0.868 36,456.00 S) MODIFY) 88 RAMP METERING SYSTEM (LOCATION 0768, LS 56,000.0000 56,000.00 0.822 46,032.00 S) MODIFY) 89 RAMP METERING SYSTEM AND ELECTRIC LS 38,000.0000 38,000.00 0.945 35,910.00 S) SERVICE (IRRIGATION) (LOCATION 0766, MODIFY) PROGRAM CAS145 PAGE 12 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 12:14 PM ESTIMATE NO. 30 BID OPENING 12/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 90 RAMP METERING SYSTEM AND ELECTRIC LS 32,000.0000 32,000.00 0.651 20,832.00 S) SERVICE (IRRIGATION) (LOCATION 0767, MODIFY) 91 2 SINGLEMODE FIBER OPTIC CABLE LF 0.5000 700.00 0.000 0.00 92 24 SINGLEMODE FIBER OPTIC CABLE LF 1.3000 611.00 0.000 0.00 S) 93 60 SINGLEMODE FIBER OPTIC CABLE LF 2.5000 81,000.00 0.000 0.00 (60SMFO) 94 12 SINGLEMODE FIBER OPTIC CABLE LF 0.7500 24,825.00 0.000 0.00 95 8 MULTIMODE FIBER OPTIC CABLE LF 1.6000 52,960.00 0.000 0.00 96 FIBER OPTIC SPLICE CLOSURE EA 334.0000 2,338.00 0.000 0.00 97 TWISTED PAIR SPLICE CLOSURE EA 104.0000 3,328.00 0.000 0.00 98 TWISTED PAIR CABLE (6 PAIR) LF 0.1500 885.00 0.000 0.00 99 TWISTED PAIR CABLE (50 PAIR) LF 0.6000 18,600.00 0.000 0.00 00 NO. 5 PULL BOX EA 221.0000 3,978.00 11.000 2,431.00 21.000 4,641.00 S) 01 NO. 6 PULL BOX EA 261.0000 1,566.00 0.000 0.00 S) 02 COMMUNICATION PULL BOX EA 844.0000 58,236.00 2.000 1,688.00 66.000 55,704.00 03 ADJUST PULL BOX EA 273.0000 546.00 0.000 0.00 04 SPLICE VAULT EA 960.0000 18,240.00 2.000 1,920.00 5.000 4,800.00 05 SYSTEM TESTING AND DOCUMENTATION LS 42,000.0000 42,000.00 0.000 0.00 06 COMMUNICATION HUB EQUIPMENT LS 78,000.0000 78,000.00 0.000 0.00 S) 07 CABLE NODE (LOCATION SB 425) LS 12,000.0000 12,000.00 0.000 0.00 S) 08 CABLE NODE (LOCATION SB 482) LS 8,000.0000 8,000.00 0.000 0.00 S) 09 EQUIPMENT AT VIDEO NODE (LOCATION LS 42,000.0000 42,000.00 0.000 0.00 S) SB 425) 10 EQUIPMENT AT DATA NODE (LOCATION SB 425) LS 21,000.0000 21,000.00 0.000 0.00 S) 11 EQUIPMENT AT DATA NODE (LOCATION SB 478) LS 30,000.0000 30,000.00 0.000 0.00 S) 12 TELEPHONE BRIDGES (EXISTING CONTROLLERS) EA 78.0000 1,170.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 06/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 12:14 PM ESTIMATE NO. 30 BID OPENING 12/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 06/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,975,326.36 56,503,120.68 ADJUSTMENT OF COMPENSATION 320,099.22 1,898,112.30 EXTRA WORK 53,141.91 6,720,785.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,348,567.49 65,122,018.73 13 MOBILIZATION LS 7500,000.0000 7,500,000.00 1.000 7,500,000.00 ORIGINAL CONTRACT AMOUNT 79,350,482.55 TOTAL WORK COMPLETED 2,348,567.49 72,622,018.73 MATERIALS ON HAND ON SITE 285,184.68 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -106,566.87 TOTAL 2,338,567.49 72,800,636.54 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 01/31/01 850 02/15/01 02/15/01 08/18/03 552 20 0 2 87% 92% PROGRESS IS SATISFACTORY GALVAN PATRICIA RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 06/20/03