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 06/08/00 EST. NO.48 TIME 03:53 PM R.E. NAME: FRED HAMIDI 12-035714 --------------------------------------------------------------------------- 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 1231 545.96 E.W. @ F.A.(+) 032700 N 1745.0 1232 436.79 012600 N 1695.0 1233 264.50 072299 N 1590.1 1234 424.38 050800 N 4011.0 1235 424.38 050300 N 4001.0 1236 424.38 042400 N 4000.0 1237 552.32 032300 N 1740.0 1238 418.30 031700 N 1737.0 1239 418.30 031300 N 1734.0 1240 1,131.06 040300 N 1742.0 1241 2,743.76 122299 N 1690.0 003 0031 20.80 A.C. @ U.P.(+) 022700 Y 3094.0 0032 57.20 032600 Y 3095.0 0033 94.80 043000 Y 3096.0 0034 63.20 051400 Y 3097.0 005 0075 418.30 E.W. @ F.A.(+) 032900 N 1072.0 0076 424.38 040700 N 1075.0 0077 318.29 040600 N 1074.0 0078 418.30 031600 N 1069.0 0079 418.30 032100 N 1070.0 0080 424.38 050200 N 4002.0 0081 604.06 032200 N 1071.0 175 0039 537.51 E.W. @ F.A.(+) 051299 N 3075.0 199 0031 3,150.91 E.W. @ F.A.(+) 061699 N 2996.0 201 0005 9,643.88 E.W. @ F.A.(+) 011499 N 500 0 0013 4,386.25 011599 N 001003 0013-1 -4,386.25 011599 N 001003 DAO CORRECTING ENTRY 0014 1,922.38 011599 N 1002.0 0014-1 -1,922.38 011599 N 1002.0 DAO CORRECTING ENTRY 0014-2 1,922.38 011599 N 1002.0 DAO CORRECTING ENTRY 0014-3 -1,922.38 011599 N 1002.0 DAO CORRECTING ENTRY 0016 3,063.83 012199 N 1009.0 0016-1 -3,063.83 012199 N 1009.0 DAO CORRECTING ENTRY 0018 2,347.59 012199 N 000502 0018-1 -2,347.59 012199 N 000502 DAO CORRECTING ENTRY 0019 2,546.05 012299 N 1011.0 0019-1 -2,546.05 012299 N 1011.0 DAO CORRECTING ENTRY 0020 10,525.15 011699 N 505 0 0020-1 -10,525.15 011699 N 505 0 DAO CORRECTING ENTRY 0021 1,736.48 011899 N 504 0 0021-1 -1,736.48 011899 N 504 0 DAO CORRECTING ENTRY 0024 15,671.00 A.C. @ L.S.(+) 012199 N 000182 0025 13,700.00 012199 N 000182 0026 2,350.00 012199 N 000182 0027 632.04 E.W. @ F.A.(+) 011499 N CE187 1 0028 564.74 012299 N CE194 1 0029 789.87 012199 N CE195 1 0030 6,243.56 011999 N CE192 1 0031 2,168.95 011899 N CE191 1 0032 19,978.61 011699 N CE190 1 0033 14,816.12 011599 N CE189 11 PROGRAM CAS145 S C H E D U L E O F E X T R A O R K PAGE NO. 2 10 DATE 06/08/00 ST. NO.48 1 TIME 03:53 PM 0 R.E. NAME: FRED HAMIDI 12-035714 0 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0034 13,139.56 011799 N CE1930 0034-1 -13,139.56 011799 N CE1930 DAO CORRECTING ENTRY 0034-2 13,146.93 011799 N CE1930 DAO CORRECTING ENTRY 0035 10,728.49 011499 N CE1880 125,168.75 TOTAL THIS ESTIMATE 0 7,436,068.43 TOTAL PREVIOUS ESTIMATE 0 7,561,237.18 TOTAL TO DATE 1 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 0 DATE 06/08/00 EST. NO.48 TIME 03:53 PM 0 R.E. NAME: FRED HAMIDI 12-035714 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 UNACCEPTABLE K-RAIL -14,700.00 01 UNACCEPTABLE K-RAIL 14,700.00 02 THICKNESS DEFICIENCY -17,010.00 36 CONCRETE FAILUR MIX -3,150.00 39 CONCRETE MIX FAILURE -910.00 40 CONCRETE MIX FAIL -875.00 42 AGGREGATE FAILURE -590.18 44 CONCRETE FAILURE -1,050.00 47 DELAYED CPM UPDATE -37,574.85 47 PAY CCO 201,ITEM 30 -300.00 48 PAY CCO 201,ITEM 48 -1,260.80 48 PAY CCO 201, ITEM 72 -24,825.60 48 -26,386.40 -87,546.43 0 LABOR COMPLIANCE VIOLATION 0 UNSATIS. PAYROLLS -10,000.00 03 UNSATIS. PAYROLLS -10,000.00 04 UNSATIS PAYROLL -10,000.00 12 UNSATIS PAYROLLS -10,000.00 16 UNSATIS. PAYROLLS 10,000.00 18 UNSATIS. PAYROLLS 10,000.00 18 UNSATIS. PAYROLLS 10,000.00 18 UNSATIS. PAYROLLS 10,000.00 18 DELINQ. PAYROLLS -10,000.00 37 UNSATIS. PAYROLL -10,000.00 40 RETURNED PAYROLL 10,000.00 42 RET PER ESTIMATE 37 10,000.00 44 UNSTASFACTORY PAYROL -10,000.00 47 0.00 -10,000.00 TOTAL DEDUCTIONS -26,386.40 -97,546.43 1PROGRAM CAS145 PAGE DATE 06/08/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-03571 TIME 03:53 PM ESTIMATE NO. 4 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/0 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 06/08/0 LOCATION RERUN SUPPLEMENTAL PROGRESS ESTIMATE 12-ORA-5-41.5/43.5 ------------------------------------ MCM CONSTRUCTION IN ORANGE COUNTY IN ANAHEIM, P.O. BOX 620 FULLERTON AND BUENA PARK AT VARIOUS NORTH HIGHLANDS, CA 95660 LOCATIONS FED. AID NO. ACIM-005 -2(857)113,ACIM-005 -2(857)E ,ACNH-005 -2(857)113 WIDEN FREEWAY ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 5,000.0000 5,000.00 0.940 4,700.0 002 TEMPORARY CULVERT LF 25.0000 20,250.00 946.000 23,650.0 003 WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.970 4,850.0 004 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.700 14,000.0 005 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.0 (S) 006 TYPE III BARRICADE EA 100.0000 2,700.00 44.000 4,400.0 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 17,500.00 229.000 8,015.0 008 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 120,000.00 7.520 112,800.0 009 TEMPORARY RAILING (TYPE K) LF 7.5000 930,000.00 112,430.000 843,225.0 010 TEMPORARY CRASH CUSHION MODULE EA 200.0000 116,000.00 1,577.000 315,400.0 011 TEMPORARY TRAFFIC SCREEN LF 2.0000 248,000.00 41,000.000 82,000.0 012 ABANDON CULVERT EA 300.0000 9,900.00 29.000 8,700.0 013 ABANDON INLET EA 250.0000 6,000.00 20.000 5,000.0 014 ABANDON MANHOLE EA 1,000.0000 1,000.00 2.000 2,000.0 015 ABANDON 1-1/2" WATER PIPE EA 300.0000 300.00 0.000 0.0 016 REMOVE METAL BEAM GUARD RAILING LF 2.0000 39,600.00 15,047.000 30,094.0 017 REMOVE FLARED END SECTION EA 100.0000 500.00 2.000 200.0 018 REMOVE TRAFFIC STRIPE LF 0.5000 62,500.00 320,100.000 160,050.0 019 REMOVE PAVEMENT MARKER EA 1.0000 26,800.00 34,049.000 34,049.0 020 REMOVE ROADSIDE SIGN EA 70.0000 3,920.00 68.000 4,760.0 021 REMOVE SIGN STRUCTURE EA 2,500.0000 42,500.00 18.000 45,000.0 022 REMOVE CULVERT EA 350.0000 12,950.00 66.000 23,100.0 1PROGRAM CAS145 PAGE DATE 06/08/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-03571 TIME 03:53 PM ESTIMATE NO. 4 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/0 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 06/08/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 023 REMOVE INLET EA 400.0000 15,600.00 57.000 22,800.0 024 REMOVE HEADWALL EA 500.0000 6,500.00 20.000 10,000.0 025 REMOVE DOWNDRAIN EA 300.0000 900.00 3.000 900.0 026 REMOVE CONCRETE PAVEMENT SQYD 3.0000 132,900.00 43,522.200 130,566.6 027 SALVAGE CHAIN LINK FENCE LF 2.0000 8,780.00 5,928.000 11,856.0 028 RELOCATE ROADSIDE SIGN EA 120.0000 3,120.00 5.000 600.0 029 ADJUST SANITARY SEWER MANHOLE TO GRADE EA 1,800.0000 9,000.00 6.000 10,800.0 030 REMOVE CONCRETE (CURB AND GUTTER) LF 1.5000 12,750.00 9,741.000 14,611.5 031 REMOVE CONCRETE SIDEWALK LF 2.5000 2,000.00 594.000 1,485.0 032 REMOVE CONCRETE BARRIER LF 6.0000 33,900.00 5,650.000 33,900.0 033 CLEAN BRIDGE DECK SQFT 0.3500 11,935.00 9,578.000 3,352.3 034 REMOVE CRASH CUSHION EA 500.0000 2,000.00 2.000 1,000.0 035 BRIDGE REMOVAL, LOCATION A LS 65,000.0000 65,000.00 0.970 63,050.0 036 BRIDGE REMOVAL, LOCATION B LS 76,000.0000 76,000.00 1.000 76,000.0 037 BRIDGE REMOVAL, LOCATION C LS 46,000.0000 46,000.00 1.000 46,000.0 038 BRIDGE REMOVAL, LOCATION D LS 129,000.0000 129,000.00 1.000 129,000.0 039 BRIDGE REMOVAL, LOCATION E LS 62,000.0000 62,000.00 1.000 62,000.0 040 BRIDGE REMOVAL (PORTION), LOCATION A LS 27,000.0000 27,000.00 1.000 27,000.0 041 BRIDGE REMOVAL (PORTION), LOCATION B LS 1,400.0000 1,400.00 0.000 0.0 042 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 0.500 12,500.0 043 BRIDGE REMOVAL (PORTION), LOCATION D LS 12,000.0000 12,000.00 1.000 12,000.0 044 BRIDGE REMOVAL (PORTION), LOCATION E LS 29,000.0000 29,000.00 1.000 29,000.0 045 BRIDGE REMOVAL (PORTION), LOCATION F LS 50,000.0000 50,000.00 1.000 50,000.0 046 JACKING SUPERSTRUCTURE LS 15,000.0000 15,000.00 1.000 15,000.0 047 CLEARING AND GRUBBING ACRE 2,500.0000 212,500.00 85.000 212,500.0 048 ROADWAY EXCAVATION CY 4.0000 500,000.00 126,600.670 506,402.6 049 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 358,400.00 19,664.000 393,280.0 (F) 1PROGRAM CAS145 PAGE DATE 06/08/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-03571 TIME 03:53 PM ESTIMATE NO. 4 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/0 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 06/08/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 050 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.0000 409,600.00 21,014.000 420,280.0 (F) 051 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 20.0000 18,600.00 934.000 18,680.0 (F) 052 STRUCTURE BACKFILL (BRIDGE) CY 20.0000 254,600.00 13,598.500 271,970.0 (F) 053 STRUCTURE BACKFILL (RETAINING WALL) CY 15.0000 537,600.00 35,654.000 534,810.0 (F) 054 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 25.0000 3,250.00 0.000 0.0 (F) 055 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 61,200.00 1,679.500 50,385.0 WALL) 056 SAND BACKFILL CY 100.0000 11,000.00 233.500 23,350.0 057 EARTH RETAINING STRUCTURE, LOCATION A SQFT 22.0000 436,700.00 19,850.000 436,700.0 (F) 058 EARTH RETAINING STRUCTURE, LOCATION B SQFT 24.0000 457,680.00 19,070.000 457,680.0 (F) 059 IMPORTED BORROW CY 3.7500 1391,250.00 414,279.000 1,553,546.2 060 HIGHWAY PLANTING LS 15,000.0000 15,000.00 0.000 0.0 (S) 061 EROSION CONTROL (TYPE D) ACRE 1,500.0000 55,500.00 16.000 24,000.0 (S) 062 TRANSPLANT PALM TREE EA 800.0000 37,600.00 42.000 33,600.0 (S) 063 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0.0 (S) 064 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.000 0.0 (S) 065 3" SUPPLY LINE (BRIDGE) LF 15.0000 36,000.00 2,820.000 42,300.0 066 WATER METER LS 7,500.0000 7,500.00 1.000 7,500.0 (S) 067 10" CORRUGATED STEEL PIPE CONDUIT LF 45.0000 99,000.00 2,255.000 101,475.0 (S) (.064" THICK), OPEN TRENCH 068 10" WELDED STEEL PIPE CONDUIT LF 65.0000 46,475.00 720.000 46,800.0 (S) (.250" THICK), OPEN TRENCH 069 10" WELDED STEEL PIPE CONDUIT LF 200.0000 37,000.00 218.000 43,600.0 (S) (.250" THICK), JACKED 070 EXTEND 6" CONDUIT LF 190.0000 8,550.00 0.000 0.0 (S) 071 CLASS 4 AGGREGATE SUBBASE CY 10.0000 74,400.00 10,233.950 102,339.5 072 CLASS 2 AGGREGATE BASE CY 16.0000 428,800.00 27,902.940 446,447.0 073 AGGREGATE BASE (APPROACH SLAB) CY 50.0000 4,550.00 42.000 2,100.0 074 CLASS 3 AGGREGATE BASE CY 16.0000 76,800.00 5,029.650 80,474.4 075 LEAN CONCRETE BASE CY 85.0000 487,050.00 4,946.680 420,467.8 076 ASPHALT TREATED PERMEABLE BASE CY 50.0000 670,000.00 11,162.900 558,145.0 1PROGRAM CAS145 PAGE DATE 06/08/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-03571 TIME 03:53 PM ESTIMATE NO. 4 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/0 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 06/08/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 077 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 078 ASPHALT CONCRETE TON 31.5000 1779,750.00 61,314.340 1,931,401.7 079 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 6.0000 19,200.00 1,123.600 6,741.6 AREA) 080 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 1.0000 8,200.00 2,954.000 2,954.0 081 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.0000 13,900.00 11,487.000 11,487.0 082 CONCRETE PAVEMENT CY 94.0000 3346,400.00 30,425.600 2,860,006.4 083 CONCRETE PAVEMENT (RAMP TERMINI) CY 15.0000 16,500.00 995.100 14,926.5 084 SEAL PAVEMENT JOINT LF 1.1000 108,570.00 77,129.700 84,842.6 085 GROOVE EXISTING CONCRETE PAVEMENT SQFT 1.0000 8,300.00 0.000 0.0 086 FURNISH 16" STEEL PIPE PILING LF 25.0000 63,550.00 2,540.330 63,508.2 087 DRIVE 16" STEEL PIPE PILE EA 500.0000 24,000.00 48.000 24,000.0 (S) 088 FURNISH PILING (CLASS 70) LF 10.0000 507,660.00 50,027.920 500,279.2 089 DRIVE PILE (CLASS 70) EA 500.0000 556,000.00 1,113.000 556,500.0 (S) 090 FURNISH PILING (CLASS 45) LF 12.0000 324,960.00 27,179.060 326,148.7 091 DRIVE PILE (CLASS 45) EA 500.0000 509,000.00 1,003.000 501,500.0 (S) 092 FURNISH PILING (CLASS 45) (ALT W) LF 18.0000 155,106.00 8,193.650 147,485.7 093 DRIVE PILE (CLASS 45) (ALT W) EA 500.0000 92,000.00 159.000 79,500.0 (S) 094 FURNISH 16" CAST-IN-STEEL SHELL LF 25.0000 391,650.00 23,608.080 590,202.0 CONCRETE PILING 095 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 700.0000 204,400.00 423.000 296,100.0 (S) PILE 096 16" CAST-IN-DRILLED-HOLE CONCRETE LF 18.0000 72,000.00 4,000.000 72,000.0 (S) PILING (BARRIER) 097 PRESTRESSING CAST-IN-PLACE CONCRETE LS 780,000.0000 780,000.00 1.000 780,000.0 (S) 098 SOIL NAIL ASSEMBLY LF 8.5000 160,990.00 17,700.000 150,450.0 (S) 099 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 690,000.00 3,890.000 778,000.0 (F) 100 STRUCTURAL CONCRETE, BRIDGE CY 335.0000 7895,950.00 23,401.580 7,839,529.3 (F) 101 STRUCTURAL CONCRETE, RETAINING WALL CY 335.0000 3935,245.00 11,771.500 3,943,452.5 (F) 102 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 344,000.00 1,638.000 327,600.0 (F) (TYPE N) 103 STRUCTURAL CONCRETE, APPROACH SLAB CY 250.0000 225,000.00 442.000 110,500.0 (F) (TYPE R) 1PROGRAM CAS145 PAGE DATE 06/08/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-03571 TIME 03:53 PM ESTIMATE NO. 4 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/0 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 06/08/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 104 CLASS A CONCRETE (BOX CULVERT) CY 500.0000 2628,000.00 5,093.000 2,546,500.0 (F) 105 MINOR CONCRETE (MINOR STRUCTURE) CY 600.0000 293,400.00 541.115 324,669.0 (F) 106 PILASTER, RETAINING WALL CY 500.0000 13,500.00 19.000 9,500.0 (F) 107 PILASTER, OVERCROSSING EA 1,000.0000 8,000.00 8.000 8,000.0 (F) 108 PAVING NOTCH EXTENSION CF 70.0000 18,200.00 90.000 6,300.0 109 CONCRETE SURFACE TEXTURE SQFT 2.5000 122,850.00 41,040.000 102,600.0 (F) 110 FRACTURED RIB TEXTURE SQFT 2.5000 188,950.00 92,827.000 232,067.5 (F) 111 FRACTURED RIB TEXTURE (PALM TREE) SQFT 5.5000 224,070.00 41,620.000 228,910.0 (F) 112 DRILL AND BOND DOWEL LF 12.0000 45,840.00 3,575.050 42,900.6 113 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 15.0000 3,900.00 133.000 1,995.0 114 INSTALL STUD CONNECTORS EA 10.0000 5,800.00 580.000 5,800.0 115 REFINISH BRIDGE DECK SQFT 15.0000 8,700.00 580.000 8,700.0 116 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 5.5000 273,075.00 48,312.100 265,716.5 (F) 117 SOUND WALL (MASONRY BLOCK) SQFT 5.5000 3,080.00 1,125.000 6,187.5 118 MASONRY BLOCK WALL SQFT 5.5000 18,920.00 2,666.000 14,663.0 (F) 119 JOINT SEAL (MR 1/2") LF 15.0000 12,900.00 475.000 7,125.0 (S) 120 JOINT SEAL (TYPE B-MR 1") LF 20.0000 620.00 35.000 700.0 (S) 121 JOINT SEAL (TYPE B-MR 2") LF 28.0000 13,160.00 470.000 13,160.0 (S) 122 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 70.0000 23,100.00 295.000 20,650.0 (S) 123 JOINT SEAL ASSEMBLY (MR 3") LF 70.0000 37,100.00 442.200 30,954.0 (S) 124 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 70.0000 8,400.00 100.000 7,000.0 (S) 125 JOINT SEAL ASSEMBLY (MR 4") LF 70.0000 7,700.00 110.000 7,700.0 (S) 126 BAR REINFORCING STEEL (BRIDGE) LB 0.4300 2147,119.00 5,186,782.000 2,230,316.2 (SF) 127 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4500 528,430.50 1,195,721.000 538,074.4 (SF) 128 BAR REINFORCING STEEL (BOX CULVERT) LB 0.4000 668,678.40 1,618,746.000 647,498.4 (SF) 129 SHOTCRETE CY 200.0000 30,000.00 124.000 24,800.0 (F) 130 ASPHALT MEMBRANE WATERPROOFING SQFT 6.5000 3,055.00 470.000 3,055.0 (SF) 1PROGRAM CAS145 PAGE DATE 06/08/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-03571 TIME 03:53 PM ESTIMATE NO. 4 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/0 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 06/08/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 131 TREAT BRIDGE DECK SQFT 0.3500 11,935.00 12,471.000 4,364.8 (F) 132 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 50.0000 17,150.00 124.000 6,200.0 (LOW ODOR) 133 COLUMN CASING LB 2.0000 81,200.00 36,540.000 73,080.0 (SF) 134 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.2000 624,360.00 520,300.000 624,360.0 (SF) 135 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.2000 104,060.00 470,300.000 94,060.0 (SF) 136 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 1.5000 34,290.00 18,710.000 28,065.0 (SF) 137 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.2000 4,572.00 18,710.000 3,742.0 (SF) 138 FURNISH SIGN STRUCTURE (TRUSS) LB 1.3000 176,397.00 27,090.000 35,217.0 (SF) 139 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 20,353.50 27,090.000 4,063.5 (SF) 140 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 17,600.00 101.000 20,200.0 (S) (SIGN FOUNDATION) 141 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 240.0000 57,600.00 194.000 46,560.0 (S) (SIGN FOUNDATION) 142 METAL (ROADSIDE SIGN) EA 150.0000 1,050.00 6.000 900.0 143 METAL (RAIL MOUNTED SIGN) LB 5.0000 5,000.00 0.000 0.0 (S) 144 ROADSIDE SIGN - ONE POST EA 120.0000 5,400.00 16.000 1,920.0 145 ROADSIDE SIGN - TWO POST EA 240.0000 3,360.00 4.000 960.0 146 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 720.00 0.000 0.0 METHOD) 147 INSTALL SIGN OVERLAY SQFT 5.0000 415.00 12.000 60.0 148 ABUTMENT LUMBER BLOCKING MFBM 2,000.0000 18,000.00 9.300 18,600.0 (F) 149 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 1.000 100,000.0 (S) 150 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 25.0000 8,250.00 459.170 11,479.2 (S) 151 WORK AREA MONITORING LS 5,000.0000 5,000.00 0.400 2,000.0 152 PAINT CONCRETE SURFACES SQFT 1.0000 49,560.00 0.000 0.0 (S) 153 18" ALTERNATIVE PIPE CULVERT LF 30.0000 67,800.00 4,181.000 125,430.0 154 24" ALTERNATIVE PIPE CULVERT LF 36.0000 597,600.00 18,638.000 670,968.0 155 30" ALTERNATIVE PIPE CULVERT LF 50.0000 51,000.00 963.000 48,150.0 156 36" ALTERNATIVE PIPE CULVERT LF 52.0000 34,320.00 1,037.000 53,924.0 157 84" ALTERNATIVE PIPE CULVERT LF 150.0000 79,500.00 530.000 79,500.0 1PROGRAM CAS145 PAGE DATE 06/08/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-03571 TIME 03:53 PM ESTIMATE NO. 4 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/0 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 06/08/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 158 24" REINFORCED CONCRETE PIPE LF 40.0000 41,600.00 1,416.000 56,640.0 159 54" REINFORCED CONCRETE PIPE LF 150.0000 31,500.00 216.000 32,400.0 160 JACKED REINFORCED CONCRETE BOX LF 3,500.0000 385,000.00 0.000 0.0 161 18" SLOTTED CORRUGATED STEEL PIPE LF 60.0000 123,600.00 2,822.000 169,320.0 (.079" THICK) 162 3" PLASTIC PIPE (EDGE DRAIN) LF 6.0000 138,000.00 22,767.000 136,602.0 163 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 12.0000 28,200.00 2,528.000 30,336.0 164 GEOCOMPOSITE DRAIN SQFT 2.0000 3,520.00 1,500.000 3,000.0 165 24" ALTERNATIVE FLARED END SECTION EA 700.0000 3,500.00 0.000 0.0 166 36" AUTOMATIC DRAINAGE GATE EA 2,600.0000 15,600.00 2.000 5,200.0 167 36" PRECAST CONCRETE PIPE MANHOLE LF 100.0000 5,400.00 42.500 4,250.0 168 ROCK ENERGY DISSIPATOR CY 50.0000 3,100.00 0.000 0.0 169 SLOPE PAVING (CONCRETE) CY 200.0000 92,000.00 87.000 17,400.0 (F) 170 MINOR CONCRETE (CHANNEL LINING) CY 220.0000 24,200.00 6.000 1,320.0 171 MINOR CONCRETE (MISCELLANEOUS CY 180.0000 113,760.00 1,093.700 196,866.0 CONSTRUCTION) 172 MINOR CONCRETE (GUTTER) LF 12.0000 26,760.00 630.000 7,560.0 (SF) 173 MINOR CONCRETE CY 300.0000 39,000.00 120.800 36,240.0 (PATTERN STAMPED CONCRETE) 174 FRAME AND GRATE 24-12 EA 275.0000 57,750.00 215.000 59,125.0 (S) 175 FRAME AND GRATE 18-9 EA 300.0000 4,800.00 16.000 4,800.0 (S) 176 FRAME AND COVER EA 220.0000 6,820.00 38.000 8,360.0 (S) 177 MISCELLANEOUS METAL LB 3.0000 2,820.00 0.000 0.0 (S) 178 MISCELLANEOUS METAL (BRIDGE) LB 2.5000 71,800.00 23,778.000 59,445.0 (SF) 179 CHAIN LINK FENCE (TYPE CL-4) LF 6.0000 4,560.00 676.000 4,056.0 (S) 180 CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 2,000.00 0.000 0.0 (S) 181 PICKET FENCING, OVERCROSSING LF 150.0000 403,650.00 0.000 0.0 (SF) 182 6' CHAIN LINK GATE (TYPE CL-6) EA 350.0000 700.00 0.000 0.0 (S) 183 DELINEATOR (CLASS 1) EA 30.0000 450.00 0.000 0.0 (S) 184 CONCRETE BARRIER (TYPE 25) LF 27.0000 156,897.00 5,242.000 141,534.0 (F) 1PROGRAM CAS145 PAGE DATE 06/08/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-03571 TIME 03:53 PM ESTIMATE NO. 4 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/0 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 06/08/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 185 CONCRETE BARRIER (TYPE 25A) LF 27.0000 113,832.00 3,583.220 96,746.9 (F) 186 CONCRETE BARRIER (TYPE 25R) LF 28.0000 30,940.00 918.000 25,704.0 (F) 187 CONCRETE BARRIER (TYPE 27A MODIFIED) LF 29.0000 63,220.00 2,424.800 70,319.2 188 CONCRETE BARRIER (TYPE 27SV) LF 31.0000 40,610.00 1,310.000 40,610.0 189 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 30.0000 48,810.00 1,627.000 48,810.0 (F) 190 CONCRETE BARRIER (TYPE 29M) LF 44.0000 66,924.00 1,470.000 64,680.0 (F) 191 CONCRETE BARRIER (TYPE 60A) LF 30.0000 21,660.00 536.000 16,080.0 (F) 192 CONCRETE BARRIER (TYPE 60) LF 26.0000 248,040.00 10,500.000 273,000.0 193 CONCRETE BARRIER (TYPE 60 MOD) LF 22.0000 53,900.00 838.000 18,436.0 194 CONCRETE BARRIER (TYPE 60C) LF 50.0000 280,000.00 3,329.000 166,450.0 195 CONCRETE BARRIER (TYPE 60C MOD) LF 80.0000 60,800.00 151.000 12,080.0 196 CONCRETE BARRIER (TYPE 60D) LF 30.0000 26,400.00 1,234.000 37,020.0 197 CONCRETE BARRIER (TYPE 60E) LF 110.0000 11,000.00 265.000 29,150.0 198 CONCRETE BARRIER (TYPE 60G) LF 45.0000 53,550.00 1,116.000 50,220.0 199 CABLE RAILING LF 6.0000 11,400.00 0.000 0.0 (SF) 200 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 201 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 13,230.00 5,555.000 4,999.5 (S) 202 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,360.00 3,264.000 2,611.2 (S) (BROKEN 12-3) 203 THERMOPLASTIC PAVEMENT MARKING SQFT 2.7000 10,476.00 1,292.000 3,488.4 (S) 204 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 213.00 0.000 0.0 (S) (BROKEN 6-1) 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 363.00 1,838.000 551.4 (S) (BROKEN 17-7) 206 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 77,800.00 491,309.000 98,261.8 (S) 207 PAINT PAVEMENT MARKING SQFT 1.3500 4,860.00 8,198.000 11,067.3 (S) 208 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 35,700.00 18,711.000 28,066.5 (S) 209 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 46,200.00 14,482.000 43,446.0 (S) 210 SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 0.940 56,400.0 (S) 211 SIGNAL AND LIGHTING (LOCATION 2) LS 61,000.0000 61,000.00 0.850 51,850.0 (S) 1PROGRAM CAS145 PAGE DATE 06/08/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-03571 TIME 03:53 PM ESTIMATE NO. 4 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/0 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 06/08/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 212 SIGNAL AND LIGHTING (LOCATION 3) LS 62,000.0000 62,000.00 0.900 55,800.0 (S) 213 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 0.900 90,000.0 (S) 214 LIGHTING AND SIGN ILLUMINATION LS 120,000.0000 120,000.00 0.930 111,600.0 (S) 215 RELOCATE ELECTROLIER MARBELITE (CITY) LS 700,000.0000 700,000.00 0.400 280,000.0 (S) 216 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 5,000.00 0.000 0.0 (S) 217 INTERCONNECTION CONDUIT AND CONDUCTOR LS 24,000.0000 24,000.00 0.700 16,800.0 (S) 218 COMMUNICATION CONDUIT LS 300,000.0000 300,000.00 0.950 285,000.0 (S) 219 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 6.0000 19,140.00 3,550.000 21,300.0 (SF) 220 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.800 40,000.0 (S) 221 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 0.600 60,000.0 (S) 222 RAMP METERING SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.900 45,000.0 (S) 223 RAMP METERING SYSTEM (LOCATION 2) LS 60,000.0000 60,000.00 0.750 45,000.0 (S) 224 RAMP METERING SYSTEM (LOCATION 3) LS 30,000.0000 30,000.00 0.850 25,500.0 (S) 225 ELECTROLIER, OVERCROSSING EA 16,000.0000 160,000.00 0.000 0.0 (S) 226 ELECTROLIER, MARBELITE (CITY) EA 1,400.0000 15,400.00 11.000 15,400.0 (S) 227 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.0 228 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.800 1,600.0 PLAN 229 18" REINFORCED CONCRETE PIPE LF 30.0000 43,800.00 1,707.000 51,210.0 230 MISCELLANEOUS METAL (TIE ROD) LF 10.0000 2,310.00 462.000 4,620.0 (SF) 231 CRASH CUSHION ATTENUATING TERMINAL (CAT) EA 5,000.0000 60,000.00 3.000 15,000.0 (S) 232 RELOCATE ELECTROLIER MARBELITE (CITY) EA 1,250.0000 2,500.00 2.000 2,500.0 1PROGRAM CAS145 PAGE 1 DATE 06/08/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-03571 TIME 03:53 PM ESTIMATE NO. 4 BID OPENING 10/17/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/0 R.E. NAME: FRED HAMIDI DATE OF THIS ESTIMATE 06/08/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 44,107,540.7 0 ADJUSTMENT OF COMPENSATION 31,957.00 3,053,406.7 0 EXTRA WORK 93,211.75 4,507,830.4 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 125,168.75 51,668,777.9 0233 MOBILIZATION LS 5131,394.0000 5131,394.00 1.000 5,131,394.0 0 ORIGINAL CONTRACT AMOUNT 51,383,000.40 0 TOTAL WORK COMPLETED 125,168.75 56,800,171.9 0 MATERIALS ON HAND ON SITE 609,734.3 0 MATERIALS ON HAND ELSEWHERE 0.0 0 DEDUCTIONS -26,386.40 -97,546.4 0 TOTAL 98,782.35 57,312,359.8 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE 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 0 12/20/96 945 12/09/96 01/04/97 06/20/00 1232 1 139 4 92% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO PENDING FRED HAMIDI RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 06/08/00