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 10/23/03 EST. NO.35 TIME 01:22 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 0915 227.80 E.W. @ F.A.(+) 082503 N 2054.0 0916 317.60 082503 N 2055.0 0917 64.73 082603 N 2057 0 0918 343.88 082603 N 2058 0 0919 343.88 082703 N 2059 0 0920 343.88 082803 N 2060 0 0921 229.27 090803 N 2061 0 0922 112.94 090903 N 2062 0 0923 225.91 090903 N 2063 0 0924 264.11 091003 N 2064 0 0925 229.27 091003 N 2065 0 0926 229.27 091103 N 2066 0 0928 782.27 080703 N 2049.0 0929 785.90 091503 N 2078.0 0930 1,965.15 090203 N 2053.0 003 0009 341.36 E.W. @ F.A.(+) 091803 N 2073 0 004 0005 246.40 E.W. @ F.A.(+) 090303 N 2067 0 008 0016-1 -2,200.00 E.W. @ F.A.(+) 050903 N 1905.0 DAO CORRECTING ENTRY 0016-2 1,100.00 050903 N 1905.0 DAO CORRECTING ENTRY 0017-1 -2,362.50 050203 N 1960.0 DAO CORRECTING ENTRY 0017-2 1,181.25 050203 N 1960.0 DAO CORRECTING ENTRY 0018-1 -2,300.00 061203 N 1964.0 DAO CORRECTING ENTRY 0018-2 1,150.00 061203 N 1964.0 DAO CORRECTING ENTRY 0019-1 -2,850.00 063003 N 1961.0 DAO CORRECTING ENTRY 0019-2 1,425.00 063003 N 1961.0 DAO CORRECTING ENTRY 0020-1 -1,500.00 072503 N 1987.0 DAO CORRECTING ENTRY 0020-2 750.00 072503 N 1987.0 DAO CORRECTING ENTRY 0021 810.00 082503 N 2051.0 0022 725.00 090703 N 2052.0 0023 1,750.00 090103 N 2050.0 009 0023 3,399.71 E.W. @ F.A.(+) 082703 N 2077.0 0024 1,384.55 082803 N 2075 0 011 0029 343.80 E.W. @ F.A.(+) 080703 N 2084 0 033 0686 129.49 E.W. @ F.A.(+) 082703 N 2089 0 0687 129.49 082803 N 2090 0 0688 286.58 081403 N 2086 0 0689 645.35 081503 N 2087 0 0690 573.14 081903 N 2088 0 0691 371.89 092903 N 2092 0 060 0014 2,559.03 E.W. @ F.A.(+) 092503 N 2094 0 0015 -54,576.50 A.C. @ L.S.(-) 102003 N 0012 0 070 0009 2,777.09 E.W. @ F.A.(+) 081903 N 2072 0 0010 769.16 090803 N 2096 0 0011 1,393.12 090903 N 2093 0 092 0008 14,210.00 E.W. @ U.P (+) 102003 N 8 0 099 0003 2,785.99 E.W. @ F.A.(+) 080403 N 2081 0 0004 2,252.23 080403 N 2082 0 0007 2,335.15 082803 N 2074 0 0009 602.73 072903 N 2097 0 0010 1,022.54 073003 N 2098 0 102 0001 -40,815.25 A.C. @ U.P.(-) 102003 N 1 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 10/23/03 EST. NO.35 TIME 01:22 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 --------------------------------------------------------------------------- 106 0001 13,315.16 A.C. @ U.P.(+) 102003 N 0001 0 113 0001 457.33 E.W. @ F.A.(+) 093003 N 2091 0 114 0012 1,064.93 E.W. @ F.A.(+) 081303 N 2079 0 0013 24,950.00 E.W. @ L.S.(+) 091703 N 2056.0 117 0001 211.49 E.W. @ F.A.(+) 073003 N 2099.0 0002 631.09 080703 N 2105.0 0003 1,275.37 080103 N 2101.0 0004 1,413.63 073103 N 2100.0 0005 3,852.63 080503 N 2103.0 0006 2,122.75 080403 N 2102.0 0007 1,466.45 080603 N 2104.0 0008 455.37 081103 N 2106.0 0009 227.69 081203 N 2107.0 0010 522.63 082703 N 2069 0 0013 779.47 082803 N 2070 0 0014 3,103.17 073003 N 2080 0 0015 1,029.68 082903 N 2071 0 4,190.50 TOTAL THIS ESTIMATE 8,807,527.79 TOTAL PREVIOUS ESTIMATE 8,811,718.29 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 10/23/03 EST. NO.35 TIME 01:22 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 CLAIM # G525127 20,954.00 35 20,954.00 -65,612.87 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 PAYROLLS APRIL 10,000.00 31 PAYROLLS MAY 10,000.00 31 PAYROLLS JULY -10,000.00 33 PAYROLLS JULY 10,000.00 35 10,000.00 0.00 TOTAL DEDUCTIONS 30,954.00 -65,612.87 PROGRAM CAS145 PAGE 1 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 01:22 PM ESTIMATE NO. 35 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 10/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 10/23/03 LOCATION RERUN 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 20.000 260,000.00 634.000 8,242,000.00 03 TEMPORARY FENCE (TYPE CL-6) LF 4.0000 52,400.00 15,010.000 60,040.00 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 0.009 2,700.00 0.990 297,000.00 06 CONSTRUCTION AREA SIGNS LS 170,000.0000 170,000.00 0.030 5,100.00 0.980 166,600.00 S) 07 TRAFFIC CONTROL SYSTEM LS 900,000.0000 900,000.00 0.990 891,000.00 S) 08 FLASHING ARROW SIGN EA 5,000.0000 70,000.00 13.000 65,000.00 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 1,062.000 47,259.00 S) 13 TEMPORARY PAVEMENT MARKER EA 4.0000 1,280.00 0.000 0.00 S) 14 TEMPORARY RAILING (TYPE K) LF 8.0000 1,536,000.00 186,038.000 1,488,304.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 155.0000 173,600.00 1,152.000 178,560.00 S) 16 ABANDON CULVERT EA 200.0000 2,800.00 12.000 2,400.00 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 6.000 7,200.00 21 REMOVE FENCE LF 2.0000 28,800.00 19,074.000 38,148.00 22 REMOVE METAL BEAM GUARD RAILING LF 5.0000 56,500.00 11,883.000 59,415.00 PROGRAM CAS145 PAGE 2 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 01:22 PM ESTIMATE NO. 35 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 10/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 17,775.500 106,653.00 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 6,491.000 4,868.25 343,925.000 257,943.75 26 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.7500 39,600.00 56,484.000 42,363.00 27 REMOVE PAVEMENT MARKING SQFT 3.0000 8,280.00 -47.000 -141.00 2,826.000 8,478.00 28 REMOVE PAVEMENT MARKER EA 1.0000 70,600.00 425.000 425.00 36,079.000 36,079.00 29 REMOVE ROADSIDE SIGN EA 75.0000 9,750.00 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 191,700.00 466.000 13,980.00 6,506.000 195,180.00 32 REMOVE INLET EA 1,500.0000 180,000.00 2.000 3,000.00 117.000 175,500.00 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 7,423.000 51,961.00 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 2,805.000 47,685.00 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 10.000 30,000.00 42 ADJUST INLET EA 1,500.0000 3,000.00 2.000 3,000.00 2.000 3,000.00 43 ADJUST FRAME AND GRATE TO GRADE EA 400.0000 800.00 2.000 800.00 2.000 800.00 44 ADJUST MANHOLE TO GRADE EA 400.0000 800.00 1.000 400.00 2.000 800.00 45 REMODEL INLET EA 1,200.0000 7,200.00 6.000 7,200.00 46 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 22,500.00 18,349.950 18,349.95 (.25' MAXIMUM) 47 REMOVE CONCRETE CY 40.0000 82,800.00 1,971.900 78,876.00 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 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 01:22 PM ESTIMATE NO. 35 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 10/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 42.000 29,400.00 53 CAP REINFORCED CONCRETE BOX OPENING EA 1,000.0000 1,000.00 1.000 1,000.00 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 3,200.500 25,604.00 216,652.500 1,733,220.00 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 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 01:22 PM ESTIMATE NO. 35 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 10/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.463 199,090.00 0.501 215,430.00 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 80 IRRIGATION SYSTEM LS 625,000.0000 625,000.00 0.096 60,000.00 0.868 542,500.00 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 17,773.550 177,735.50 84 CLASS 2 AGGREGATE BASE CY 17.0000 323,000.00 19,113.180 324,924.06 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 52,939.890 952,918.02 87 LEAN CONCRETE BASE CY 40.0000 1,472,000.00 33,784.150 1,351,366.00 88 ASPHALT CONCRETE TON 40.0000 2,156,000.00 104.500 4,180.00 63,452.080 2,538,083.20 89 PAVEMENT REINFORCING FABRIC SQYD 1.0000 29,900.00 1,711.120 1,711.12 90 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 9.0000 167,400.00 541.220 4,870.98 18,727.740 168,549.66 AREA) 91 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 1.0000 5,130.00 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 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 2,808,000.00 341.420 15,363.90 63,008.510 2,835,382.95 97 CONCRETE PAVEMENT (FAST SETTING CY 592.0000 1,278,720.00 1,611.600 954,067.20 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 2,600.350 1,747,435.20 HYDRAULIC CEMENT CONCRETE) 00 GRIND CONCRETE PAVEMENT SQYD 7.0000 354,200.00 10,250.000 71,750.00 10,250.000 71,750.00 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 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 01:22 PM ESTIMATE NO. 35 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 10/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 204,800.00 658.000 131,600.00 (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 40.180 32,144.00 705.950 564,760.00 F) 19 MINOR CONCRETE (PIPE ENCASEMENT) CY 250.0000 665,000.00 3.000 750.00 1,813.970 453,492.50 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 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 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 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 01:22 PM ESTIMATE NO. 35 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 10/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 34,230.00 430.000 12,900.00 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 SF) 45 COLUMN CASING LB 2.5000 102,500.00 41,000.000 102,500.00 SF) 46 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 436,550.00 174,425.000 348,850.00 F) 47 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 54,568.75 157,312.000 39,328.00 SF) 48 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 77.0000 13,090.00 19.000 1,463.00 123.000 9,471.00 S) (SIGN FOUNDATION) 49 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 80.0000 12,000.00 82.900 6,632.00 252.900 20,232.00 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 3,036.000 24,288.00 3,772.000 30,176.00 52 METAL (WALL MOUNTED SIGN FLUSH) LB 10.0000 12,000.00 52.000 520.00 1,144.000 11,440.00 53 METAL (WALL MOUNTED SIGN) LB 10.0000 29,000.00 642.000 6,420.00 2,247.000 22,470.00 54 ROADSIDE SIGN - ONE POST EA 175.0000 7,525.00 3.000 525.00 88.000 15,400.00 55 ROADSIDE SIGN - TWO POST EA 350.0000 11,200.00 2.000 700.00 19.000 6,650.00 56 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 4,600.00 15.000 1,500.00 38.000 3,800.00 METHOD) 57 INSTALL SIGN OVERLAY SQFT 15.0000 4,050.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 01:22 PM ESTIMATE NO. 35 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 10/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,000.00 11.000 11,000.00 (LAMINATED WOOD BOX POST) 59 15" ALTERNATIVE PIPE CULVERT LF 60.0000 43,200.00 677.000 40,620.00 60 18" ALTERNATIVE PIPE CULVERT LF 76.0000 570,760.00 7,581.000 576,156.00 61 24" ALTERNATIVE PIPE CULVERT LF 80.0000 47,200.00 214.000 17,120.00 62 18" PLASTIC PIPE LF 35.0000 12,600.00 351.000 12,285.00 63 15" REINFORCED CONCRETE PIPE LF 53.0000 86,390.00 1,139.000 60,367.00 64 18" REINFORCED CONCRETE PIPE LF 62.0000 48,980.00 45.000 2,790.00 3,407.000 211,234.00 65 24" REINFORCED CONCRETE PIPE LF 96.0000 68,160.00 779.000 74,784.00 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 88,200.00 360.000 52,920.00 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 60.000 10,200.00 73 60" CORRUGATED STEEL PIPE (.138" THICK) LF 258.0000 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 48,116.000 240,580.00 80 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 17.0000 39,780.00 1,854.000 31,518.00 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 18.000 1,800.00 (.064" THICK) 83 18" CORRUGATED STEEL PIPE RISER LF 100.0000 400.00 4.000 400.00 (.064" THICK) 84 MANHOLE EA 1,500.0000 33,000.00 21.000 31,500.00 PROGRAM CAS145 PAGE 8 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 01:22 PM ESTIMATE NO. 35 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 10/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 800.00 86 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 16.00 16.000 16.00 87 MINOR CONCRETE (MISCELLANEOUS CY 225.0000 425,250.00 10.820 2,434.50 1,503.720 338,337.00 CONSTRUCTION) 88 MINOR CONCRETE (GUTTER) CY 230.0000 107,640.00 427.000 98,210.00 F) 89 MISCELLANEOUS IRON AND STEEL LB 1.0000 101,893.00 10,732.000 10,732.00 101,748.000 101,748.00 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 1,018.000 8,144.00 5,571.750 44,574.00 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 8.000 4,000.00 43.000 21,500.00 S) 95 12' CHAIN LINK GATE (TYPE CL-8) EA 1,000.0000 3,000.00 2.000 2,000.00 2.000 2,000.00 S) 96 16' CHAIN LINK GATE (TYPE CL-8) EA 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200.00 S) 97 4' CHAIN LINK GATE (TYPE CL-8) EA 800.0000 800.00 1.000 800.00 1.000 800.00 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 16.000 800.00 44.000 2,200.00 01 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 86,800.00 560.000 11,200.00 3,964.000 79,280.00 S) 02 CHAIN LINK RAILING LF 35.0000 18,550.00 574.000 20,090.00 S) 03 PIPE HANDRAILING LF 40.0000 15,640.00 36.000 1,440.00 343.000 13,720.00 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 63,840.00 769.520 64,639.68 863.270 72,514.68 08 CONCRETE BARRIER (TYPE 27B MODIFIED) LF 81.0000 58,320.00 -164.460 -13,321.26 602.440 48,797.64 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 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 01:22 PM ESTIMATE NO. 35 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 10/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 84.000 8,400.00 99.000 9,900.00 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 6,292.000 62,920.00 F) 17 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 20,000.00 7.000 14,000.00 S) 18 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 20,000.00 1.000 2,000.00 7.000 14,000.00 S) 19 CRASH CUSHION (TYPE REACT 99CBS) EA 10,000.0000 140,000.00 13.000 130,000.00 S) 20 CONCRETE BARRIER (TYPE 60) LF 30.0000 189,660.00 1,987.000 59,610.00 4,218.300 126,549.00 F) 21 CONCRETE BARRIER (TYPE 60C) LF 39.0000 260,910.00 1,626.000 63,414.00 6,583.200 256,744.80 22 CONCRETE BARRIER (TYPE 60D) LF 24.0000 260,328.00 954.500 22,908.00 6,924.000 166,176.00 F) 23 CONCRETE BARRIER (TYPE 60 MOD) LF 27.0000 101,250.00 3,748.500 101,209.50 24 CONCRETE BARRIER (TYPE 60C MOD) LF 43.0000 4,730.00 109.000 4,687.00 25 CONCRETE BARRIER (TYPE 60R) LF 130.0000 279,500.00 937.000 121,810.00 1,880.000 244,400.00 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 1,492.000 186,500.00 9,010.000 1,126,250.00 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 109,760.00 204.000 11,424.00 1,956.000 109,536.00 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 99,058.000 39,623.20 110,747.000 44,298.80 S) 33 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 78,800.00 12,784.000 12,784.00 S) 34 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,100.00 3,794.000 3,794.00 S) (BROKEN 12-3) 35 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 40,000.00 1,209.000 4,836.00 7,931.000 31,724.00 S) 36 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,732.00 4,368.000 1,747.20 S) (BROKEN 17-7) 37 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,810.00 3,799.000 3,799.00 3,799.000 3,799.00 S) (BROKEN 36-12) 38 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 80,200.00 55,619.000 11,123.80 545,028.000 109,005.60 S) PROGRAM CAS145 PAGE 10 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 01:22 PM ESTIMATE NO. 35 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 10/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,600.00 535.000 1,070.00 3,575.000 7,150.00 40 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 54,150.00 384.000 576.00 38,965.000 58,447.50 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 4,569.000 13,707.00 20,480.000 61,440.00 S) 43 SIGNAL AND LIGHTING (LOCATION 1, MODIFY) LS 26,000.0000 26,000.00 0.950 24,700.00 S) 44 SIGNAL AND LIGHTING (LOCATION 2, MODIFY) LS 34,000.0000 34,000.00 0.750 25,500.00 S) 45 SIGNAL AND LIGHTING (LOCATION 3, MODIFY) LS 95,000.0000 95,000.00 0.950 90,250.00 S) 46 SIGNAL AND LIGHTING (LOCATION 4, MODIFY) LS 76,000.0000 76,000.00 0.950 72,200.00 S) 47 SIGNAL AND LIGHTING (LOCATION 5, MODIFY) LS 10,000.0000 10,000.00 0.535 5,350.00 0.950 9,500.00 48 SIGNAL AND LIGHTING (LOCATION 6, MODIFY) LS 13,000.0000 13,000.00 0.950 12,350.00 49 LIGHTING (MODIFY) LS 4,000.0000 4,000.00 1.000 4,000.00 S) 50 LIGHTING (CITY) LS 15,000.0000 15,000.00 1.000 15,000.00 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 0.015 12,750.00 0.846 719,100.00 S) 53 LIGHTING AND SIGN ILLUMINATION LS 5,000.0000 5,000.00 0.761 3,805.00 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 14,520.00 150.000 1,650.00 2,545.000 27,995.00 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 1,890.000 34,020.00 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 29,239.000 877,170.00 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 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 01:22 PM ESTIMATE NO. 35 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 10/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.766 24,512.00 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 0.917 17,423.00 S) 2109, MODIFY) 71 TRAFFIC MONITORING STATION (LOCATION LS 21,000.0000 21,000.00 0.720 15,120.00 S) 2129, MODIFY) 72 TRAFFIC MONITORING STATION (LOCATION LS 39,000.0000 39,000.00 0.771 30,069.00 S) 2128) 73 AUTOMATION VEHICLE CLASSIFICATION LS 90,000.0000 90,000.00 0.973 87,570.00 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 0.008 216.00 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 0.083 2,822.00 0.615 20,910.00 S) MODIFY) 82 RAMP METERING SYSTEM AND ELECTRIC LS 46,000.0000 46,000.00 0.090 4,140.00 0.823 37,858.00 S) SERVICE (IRRIGATION) (LOCATION 0772, MODIFY) 83 RAMP METERING SYSTEM AND ELECTRIC LS 43,000.0000 43,000.00 0.070 3,010.00 0.910 39,130.00 S) SERVICE (IRRIGATION) (LOCATION 0763/0771, MODIFY) 84 RAMP METERING SYSTEM LS 52,000.0000 52,000.00 0.040 2,080.00 0.844 43,888.00 S) (LOCATION 0770, MODIFY) 85 RAMP METERING SYSTEM AND ELECTRIC LS 34,000.0000 34,000.00 0.970 32,980.00 S) SERVICE (IRRIGATION) (LOCATION 0769, MODIFY) 86 RAMP METERING SYSTEM AND ELECTRIC LS 61,000.0000 61,000.00 0.920 56,120.00 S) SERVICE (IRRIGATION) (LOCATION 0764, MODIFY) 87 RAMP METERING SYSTEM (LOCATION 0765, LS 42,000.0000 42,000.00 0.950 39,900.00 S) MODIFY) 88 RAMP METERING SYSTEM (LOCATION 0768, LS 56,000.0000 56,000.00 0.939 52,584.00 S) MODIFY) 89 RAMP METERING SYSTEM AND ELECTRIC LS 38,000.0000 38,000.00 0.950 36,100.00 S) SERVICE (IRRIGATION) (LOCATION 0766, MODIFY) PROGRAM CAS145 PAGE 12 DATE 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 01:22 PM ESTIMATE NO. 35 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 10/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.970 31,040.00 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 1.000 221.00 22.000 4,862.00 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 67.000 56,548.00 03 ADJUST PULL BOX EA 273.0000 546.00 0.000 0.00 04 SPLICE VAULT EA 960.0000 18,240.00 5.000 4,800.00 9.000 8,640.00 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 10/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1224U4 TIME 01:22 PM ESTIMATE NO. 35 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 10/20/03 R.E. NAME: GALVAN PATRICIA DATE OF THIS ESTIMATE 10/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,436,116.05 63,929,144.67 ADJUSTMENT OF COMPENSATION -82,076.59 1,842,229.52 EXTRA WORK 86,267.09 6,969,488.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,440,306.55 72,740,862.96 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 1,440,306.55 80,240,862.96 MATERIALS ON HAND ON SITE 327,520.20 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 30,954.00 -65,612.87 TOTAL 1,471,260.55 80,502,770.29 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 10/31/03 634 30 0 2 94% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING TIME GALVAN PATRICIA RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/03