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 12/21/99 EST. NO.26 TIME 09:40 AM R.E. NAME: MOCKUS, CHRISTOPHER E. 12-059234 --------------------------------------------------------------------------- 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 0373 543.56 E.W. @ F.A.(+) 070899 N 43.0 0 0504 0.00 100199 N 198.00 0504-1 0.00 100199 N 198.00 DAO CORRECTING ENTRY 0504-2 149.47 100199 N 198.00 DAO CORRECTING ENTRY 0505 331.84 092999 N 279.00 0506 145.16 102199 N 281.00 0507 173.05 102499 N 282.00 0508 145.45 102599 N 283.00 0509 198.63 102599 N 317.00 0510 198.63 102699 N 284.00 0511 255.24 102799 N 285.00 0512 334.31 102799 N 286.00 0513 219.98 102899 N 287.00 0514 212.53 102899 N 289.00 0515 239.36 102999 N 288.00 0516 170.81 102999 N 290.00 0517 106.76 110199 N 291.00 0518 578.16 110499 N 292.00 0519 411.16 110599 N 293.00 0520 149.47 110999 N 294.00 0521 325.81 110999 N 296.00 0522 106.76 111099 N 295.00 0523 1,408.57 111099 N 297.00 0524 341.62 111299 N 298.00 0525 170.81 111599 N 318.00 0526 309.60 111699 N 299.00 0527 170.81 111799 N 300.00 0528 369.44 111899 N 314.00 0529 341.62 111999 N 315.00 0530 669.07 112299 N 319.00 0531 282.06 112399 N 321.00 0532 1,071.30 112399 N 322.00 0532-1 -1,071.30 112399 N 322.00 DAO CORRECTING ENTRY 0532-2 1,071.30 112399 N 322.00 DAO CORRECTING ENTRY 0533 170.81 112499 N 323.00 002 0065 108.13 E.W. @ F.A.(+) 111899 N 316.00 003 0035 400.66 E.W. @ F.A.(+) 102199 N 266.00 021 0005 859.47 E.W. @ F.A.(+) 082799 N D 0 037 0009 1,637.33 E.W. @ F.A.(+) 070899 N 46.0 0 065 0007 613.32 E.W. @ F.A.(+) 120198 N 2 0 068 0001 28,506.49 A.C. @ U.P.(+) 121699 N 0 078 0001 33,104.00 E.W. @ L.S.(+) 112299 N 0 086 0007 2,368.70 E.W. @ F.A.(+) 110899 N 307.00 0008 448.60 111599 N 308.00 090 0001 8,394.13 A.C. @ L.S.(+) 113099 N 0 091 0003 300.03 E.W. @ F.A.(+) 050699 N C 0 0003-1 -300.03 050699 N C 0 DAO CORRECTING ENTRY 0003-2 300.03 050699 N C 0 DAO CORRECTING ENTRY 0004 1,738.86 050799 N B 0 0008 3,418.15 051799 N I 0 0009 3,353.88 051899 N J 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 12/21/99 EST. NO.26 TIME 09:40 AM R.E. NAME: MOCKUS, CHRISTOPHER E. 12-059234 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0010 3,353.88 051999 N K 0 0011 2,083.63 052099 N D 0 0012 536.76 052499 N F 0 0013 3,448.54 052599 N E 0 0014 5,152.49 052499 N L 0 093 0001 46,232.11 A.C. @ L.S.(+) 121699 N 0 099 0001 90,000.00 A.C. @ L.S.(+) 112299 N 0 102 0005 996.42 E.W. @ F.A.(+) 101599 N EE 0 0006 2,060.58 102899 N FF 0 104 0002 1,005.80 E.W. @ F.A.(+) 110199 N 310.00 111 0005 396.04 E.W. @ F.A.(+) 052699 N B 0 114 0015 830.10 E.W. @ F.A.(+) 102999 N N 0 0016 611.44 110299 N 311.00 0020 565.15 120199 N P 0 119 0003 5,046.74 E.W. @ F.A.(+) 080499 N C 0 121 0001 8,918.71 A.C. @ L.S.(+) 111899 N 0 127 0001 1,301.28 E.W. @ F.A.(+) 090799 N A 0 0001-1 -1,301.28 090799 N A 0 DAO CORRECTING ENTRY 0001-2 1,301.28 090799 N A 0 DAO CORRECTING ENTRY 0002 1,882.26 092499 N B 0 0002-1 -1,882.26 092499 N B 0 DAO CORRECTING ENTRY 0002-2 1,882.26 092499 N B 0 DAO CORRECTING ENTRY 132 0001 1,765.26 E.W. @ F.A.(+) 093099 N 243.00 0002 573.65 100499 N 247.00 133 0001 1,647.54 E.W. @ F.A.(+) 102699 N 312.00 0002 1,276.89 102799 N 313.00 135 0001 233.70 E.W. @ F.A.(+) 101299 N 269.00 0002 1,521.45 101399 N 270.00 0003 2,184.42 101499 N 271.00 0004 1,310.06 101599 N 272.00 0005 1,905.53 101899 N 273. 0 0006 111.36 101999 N 274.00 0006-1 -111.36 101999 N 274.00 DAO CORRECTING ENTRY 0006-2 686.69 101999 N 274.00 DAO CORRECTING ENTRY 143 0001 1,099.51 E.W. @ F.A.(+) 110199 N 326.00 0002 861.92 110299 N 325.00 0003 887.21 110399 N 327.00 144 0001 395.32 E.W. @ F.A.(+) 102599 N 328.00 0002 860.22 102699 N 329.00 287,184.90 TOTAL THIS ESTIMATE 1,151,820.37 TOTAL PREVIOUS ESTIMATE 1,439,005.27 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 12/21/99 EST. NO.26 TIME 09:40 AM R.E. NAME: MOCKUS, CHRISTOPHER E. 12-059234 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION UNSATIS PAYROLL -10,000.00 25 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 12/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 09:40 AM ESTIMATE NO. 26 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 12/21/99 LOCATION PROGRESS ESTIMATE 12-ORA-5-35.8/36.9 ----------------- FCI CONSTRUCTORS IN ORANGE COUNTY IN ANAHEIM FROM 1440 S. STATE COLLEGE, #2D 0.4 MILE SOUTH OF KATELLA AVENUE TO ANAHEIM, CA 92806 0.4 MILE NORTH OF ANAHEIM BOULEVARD FED. AID NO. ACIM- 005-2(871)107,ACNH- 005-2(871)107,DPU-071(4)N WIDEN FREEWAY AND CONSTRUCT BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.030 450.00 0.680 10,200.00 002 TEMPORARY FENCE (TYPE CL-6) LF 4.0000 29,280.00 3,758.000 15,032.00 (S) 003 TEMPORARY MANHOLE EA 4,000.0000 8,000.00 0.000 0.00 004 TEMPORARY REINFORCED CONCRETE BOX LF 150.0000 4,500.00 30.000 4,500.00 CULVERT 005 TEMPORARY JUNCTION STRUCTURE EA 2,600.0000 15,600.00 3.250 8,450.00 006 36" TEMPORARY CULVERT (REINFORCED LF 80.0000 76,800.00 1,932.000 154,560.00 CONCRETE PIPE) 007 60" TEMPORARY CULVERT (REINFORCED LF 155.0000 91,450.00 0.000 0.00 CONCRETE PIPE) 008 63" TEMPORARY CULVERT (REINFORCED LF 265.0000 2,650.00 0.000 0.00 CONCRETE PIPE) 009 TEMPORARY JACKED 36" REINFORCED LF 390.0000 93,600.00 238.000 92,820.00 (S) CONCRETE PIPE (CLASS IV) 010 TEMPORARY JACKED 60" REINFORCED LF 700.0000 147,000.00 0.000 0.00 (S) CONCRETE PIPE (CLASS IV) 011 TEMPORARY INLET EA 2,500.0000 15,000.00 2.500 6,250.00 012 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.750 3,750.00 PLAN 013 WATER POLLUTION CONTROL LS 45,000.0000 45,000.00 0.030 1,350.00 0.640 28,800.00 014 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.500 30,000.00 (S) 015 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 0.030 2,100.00 0.640 44,800.00 (S) 016 TYPE III BARRICADE EA 100.0000 19,000.00 30.000 3,000.00 017 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 1,860.00 1,349.000 2,698.00 018 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 13,100.00 82,597.560 20,649.39 019 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 23,600.00 341.000 13,640.00 020 PORTABLE DELINEATOR EA 40.0000 2,160.00 43.000 1,720.00 021 TEMPORARY PAVEMENT MARKER EA 3.5000 7,770.00 1,672.000 5,852.00 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 12/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 09:40 AM ESTIMATE NO. 26 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 12/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 9.0000 204,300.00 21,080.000 189,720.00 024 TEMPORARY CRASH CUSHION MODULE EA 250.0000 40,000.00 97.000 24,250.00 (S) 025 TEMPORARY TRAFFIC SCREEN LF 2.0000 31,000.00 3,820.000 7,640.00 026 ABANDON REINFORCED CONCRETE BOX EA 1,500.0000 1,500.00 1.000 1,500.00 027 REMOVE CHAIN LINK FENCE LF 3.0000 17,190.00 4,975.000 14,925.00 028 REMOVE BARBED WIRE FENCE LF 5.0000 850.00 0.000 0.00 029 REMOVE METAL BEAM GUARD RAILING LF 5.0000 7,150.00 1,395.500 6,977.50 030 REMOVE DOUBLE METAL BEAM BARRIER LF 7.0000 4,200.00 450.000 3,150.00 031 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 1,630.00 17,826.280 8,913.14 032 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 360.00 323.000 484.50 033 REMOVE PAVEMENT MARKER EA 2.0000 1,360.00 254.000 508.00 034 REMOVE ROADSIDE SIGN EA 165.0000 24,750.00 27.000 4,455.00 035 REMOVE SIGN STRUCTURE EA 2,000.0000 4,000.00 1.000 2,000.00 036 REMOVE PIPE LF 45.0000 100,350.00 80.000 3,600.00 2,385.000 107,325.00 037 REMOVE INLET EA 600.0000 1,200.00 2.000 1,200.00 038 REMOVE HEADWALL EA 600.0000 9,000.00 12.000 7,200.00 039 REMOVE REINFORCED CONCRETE BOX CULVERT LF 15.0000 7,800.00 505.000 7,575.00 040 REMOVE MANHOLE EA 1,000.0000 3,000.00 3.000 3,000.00 041 REMOVE CATCH BASIN EA 600.0000 2,400.00 0.000 0.00 042 REMOVE CONCRETE PAVEMENT SQYD 2.0000 60,200.00 30,136.000 60,272.00 043 REMOVE BASE AND SURFACING CY 4.5000 9,765.00 6,391.800 28,763.10 044 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 14,200.00 0.000 0.00 (S) (WOOD POST) 045 ADJUST WATER VALVE BOXES AND COVERS EA 280.0000 12,040.00 10.000 2,800.00 TO GRADE 046 ADJUST SEWER MANHOLE EA 700.0000 16,100.00 6.000 4,200.00 (S) 047 REMOVE CONCRETE (CURB AND GUTTER) LF 1.2500 23,000.00 21,146.500 26,433.13 048 REMOVE CONCRETE SIDEWALK AND CURB RAMP SQYD 2.5000 8,175.00 4,038.600 10,096.50 049 REMOVE CONCRETE DRIVEWAY SQYD 2.7500 6,600.00 2,058.900 5,661.98 PROGRAM CAS145 PAGE 3 DATE 12/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 09:40 AM ESTIMATE NO. 26 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 12/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CROSS GUTTER SQYD 7.0000 1,610.00 690.810 4,835.67 051 REMOVE CONCRETE (CHANNEL) CY 21.0000 10,500.00 859.000 18,039.00 052 REMOVE CONCRETE BARRIER LF 18.0000 486.00 0.000 0.00 053 BRIDGE REMOVAL LS 80,000.0000 80,000.00 1.000 80,000.00 054 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 0.950 66,500.00 055 ROADWAY EXCAVATION CY 4.0000 1264,000.00 407,508.870 1,630,035.48 056 STRUCTURE EXCAVATION (BRIDGE) CY 5.0000 276,925.00 55,385.000 276,925.00 (F) 057 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 99,880.00 8,298.000 82,980.00 (F) 058 STRUCTURE BACKFILL (BRIDGE) CY 15.0000 373,155.00 459.000 6,885.00 11,974.000 179,610.00 (F) 059 STRUCTURE BACKFILL (RETAINING WALL) CY 15.0000 208,170.00 6,401.000 96,015.00 (F) 060 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 38,150.00 60.000 3,000.00 185.000 9,250.00 (F) WALL) 061 SAND BACKFILL CY 60.0000 4,980.00 73.100 4,386.00 062 EARTH RETAINING STRUCTURE, LOCATION A SQFT 35.0000 309,750.00 7,000.000 245,000.00 (F) 063 EARTH RETAINING STRUCTURE, LOCATION B SQFT 35.0000 527,100.00 14,860.000 520,100.00 (F) 064 EARTH RETAINING STRUCTURE, LOCATION C SQFT 35.0000 274,750.00 3,925.000 137,375.00 (F) 065 EARTH RETAINING STRUCTURE, LOCATION D SQFT 35.0000 273,000.00 4,500.000 157,500.00 (F) 066 EARTH RETAINING STRUCTURE, LOCATION E SQFT 35.0000 344,750.00 8,372.000 293,020.00 (F) 067 IMPORTED BORROW CY 2.5000 600,000.00 194,910.000 487,275.00 068 HIGHWAY PLANTING LS 5,000.0000 5,000.00 0.000 0.00 (S) 069 ROCK BLANKET SQFT 5.0000 94,500.00 0.000 0.00 (S) 070 EROSION CONTROL (TYPE D) ACRE 2,500.0000 12,500.00 0.750 1,875.00 (S) 071 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 (S) 072 IRRIGATION SYSTEM LS 30,000.0000 30,000.00 0.000 0.00 (S) 073 TREE WELL SLEEVES LS 13,000.0000 13,000.00 0.000 0.00 (S) 074 10" BITUMINOUS COATED CORRUGATED STEEL LF 35.0000 18,200.00 343.000 12,005.00 (S) PIPE CONDUIT (.064" THICK) 075 CLASS 4 AGGREGATE SUBBASE CY 25.0000 5,250.00 0.000 0.00 076 CLASS 2 AGGREGATE BASE CY 12.5000 475,000.00 3,910.000 48,875.00 31,178.780 389,734.75 PROGRAM CAS145 PAGE 4 DATE 12/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 09:40 AM ESTIMATE NO. 26 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 12/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 3 AGGREGATE BASE CY 25.0000 4,500.00 99.340 2,483.50 078 LEAN CONCRETE BASE CY 80.0000 98,400.00 69.450 5,556.00 079 TREATED PERMEABLE BASE CY 40.0000 339,600.00 1,477.470 59,098.80 6,226.070 249,042.80 080 ASPHALT CONCRETE (TYPE B) TON 33.0000 980,100.00 15,273.230 504,016.59 081 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 15.0000 19,350.00 0.000 0.00 AREA) 082 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 2.2500 247.50 0.000 0.00 083 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 2.2500 765.00 92.000 207.00 084 PLACE ASPHALT CONCRETE DIKE (TYPE D) LF 2.2500 9,022.50 1,070.000 2,407.50 085 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 2.2500 292.50 60.000 135.00 086 CONCRETE PAVEMENT CY 82.0000 1697,400.00 4,700.000 385,400.00 13,197.450 1,082,190.90 087 CONCRETE PAVEMENT (RAMP TERMINI) CY 110.0000 47,300.00 241.260 26,538.60 088 SEAL PAVEMENT JOINT LF 1.0000 100,000.00 38,720.000 38,720.00 089 FURNISH 14" STEEL PIPE PILING LF 18.0000 70,182.00 3,899.000 70,182.00 090 DRIVE 14" STEEL PIPE PILE EA 850.0000 59,500.00 70.000 59,500.00 (S) 091 FURNISH 16" STEEL PIPE PILING LF 25.0000 2209,575.00 81,177.000 2,029,425.00 092 DRIVE 16" STEEL PIPE PILE EA 555.0000 730,380.00 932.000 517,260.00 (S) 093 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 25.0000 3,250.00 32.000 800.00 (S) (PILASTER) 094 18" CAST-IN-DRILLED HOLE CONCRETE LF 30.0000 3,000.00 102.000 3,060.00 (S) PILING (PILASTER) 095 FURNISH PILING (CLASS 100) LF 11.0000 260,590.00 8.000 88.00 21,182.000 233,002.00 096 DRIVE PILE (CLASS 100) EA 800.0000 316,000.00 376.000 300,800.00 (S) 097 VIBRATION MONITORING LS 10,000.0000 10,000.00 0.910 9,100.00 (S) 098 FURNISH PILING (CLASS 70) LF 10.0000 80,020.00 7,884.000 78,840.00 099 DRIVE PILE (CLASS 70) EA 800.0000 115,200.00 144.000 115,200.00 (S) 100 FURNISH PILING (CLASS 45) LF 10.0000 159,840.00 15,921.000 159,210.00 101 DRIVE PILE (CLASS 45) EA 800.0000 304,800.00 381.000 304,800.00 (S) 102 16" CAST-IN-DRILLED-HOLE CONCRETE LF 28.0000 42,000.00 768.000 21,504.00 (S) PILING (BARRIER) 103 PRESTRESSING CAST-IN-PLACE CONCRETE LS 515,000.0000 515,000.00 0.120 61,800.00 0.770 396,550.00 (S) PROGRAM CAS145 PAGE 5 DATE 12/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 09:40 AM ESTIMATE NO. 26 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 12/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 180.0000 794,880.00 4,416.000 794,880.00 (F) 105 STRUCTURAL CONCRETE, BRIDGE CY 286.0000 6625,762.00 4,039.000 1,155,154.00 16,991.000 4,859,426.00 (F) 106 STRUCTURAL CONCRETE, RETAINING WALL CY 235.0000 1254,900.00 3,667.000 861,745.00 (F) 107 STRUCTURAL CONCRETE, APPROACH SLAB CY 350.0000 336,000.00 321.000 112,350.00 (F) (TYPE N) 108 CLASS A CONCRETE (BOX CULVERT) CY 240.0000 440,400.00 38.150 9,156.00 1,203.310 288,794.40 (F) 109 MINOR CONCRETE (MINOR STRUCTURE) CY 775.0000 424,700.00 3.320 2,573.00 385.760 298,964.00 (F) 110 CLASS A CONCRETE (PIPE ENCASEMENT) CY 90.0000 4,410.00 17.400 1,566.00 111 SOUND WALL CAP LF 6.0000 2,952.00 379.000 2,274.00 (SF) 112 PILASTER, SOUND WALL CY 900.0000 18,000.00 13.000 11,700.00 (SF) 113 PILASTER, RETAINING WALL CY 600.0000 52,800.00 25.000 15,000.00 (F) 114 FURNISH AND INSTALL 36" ART PANEL EA 1,500.0000 54,000.00 0.000 0.00 (S) 115 FURNISH AND INSTALL 8" TILE SQFT 9.0000 215,100.00 0.000 0.00 (S) 116 FURNISH AND INSTALL 12" TILE SQFT 9.0000 11,160.00 0.000 0.00 (S) 117 CONCRETE SURFACE TEXTURE SQFT 1.0000 77,086.00 53,867.000 53,867.00 (SF) 118 RETAINING WALL STEM (TYPE 6) SQFT 12.0000 14,400.00 1,200.000 14,400.00 (SF) 119 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 6.0000 24,600.00 3,000.000 18,000.00 (SF) 120 SOUND WALL (MASONRY BLOCK) SQFT 12.0000 31,200.00 2,600.000 31,200.00 (SF) 121 PTFE BEARING EA 4,000.0000 48,000.00 2.000 8,000.00 2.000 8,000.00 (S) 122 JOINT SEAL (MR 1/2") LF 25.0000 1,575.00 0.000 0.00 (S) 123 JOINT SEAL (TYPE B-MR 1 1/2") LF 30.0000 19,200.00 320.000 9,600.00 (S) 124 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 120.0000 8,880.00 0.000 0.00 (S) 125 JOINT SEAL ASSEMBLY (MR 3") LF 110.0000 5,720.00 0.000 0.00 (S) 126 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 120.0000 4,320.00 0.000 0.00 (S) 127 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 475.0000 19,950.00 0.000 0.00 (S) 128 JOINT SEAL ASSEMBLY (MR 6") LF 500.0000 20,000.00 0.000 0.00 (S) 129 JOINT SEAL ASSEMBLY (MR 7 1/2") LF 500.0000 47,000.00 0.000 0.00 (S) 130 JOINT SEAL ASSEMBLY (MR 8") LF 650.0000 22,750.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 6 DATE 12/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 09:40 AM ESTIMATE NO. 26 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 12/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL (BRIDGE) LB 0.4200 2960,412.00 598,283.000 251,278.86 5,464,292.000 2,295,002.64 (SF) 132 BAR REINFORCING STEEL (RETAINING WALL) LB 0.5000 263,425.00 387,555.000 193,777.50 (SF) 133 BAR REINFORCING STEEL (BOX CULVERT) LB 0.5000 117,051.00 6,912.000 3,456.00 223,853.962 111,926.98 (SF) 134 ASPHALT MEMBRANE WATERPROOFING SQFT 2.0000 75,100.00 11,338.000 22,676.00 (SF) 135 FURNISH SIGN STRUCTURE (TUBULAR) LB 2.0000 68,168.00 0.000 0.00 (F) 136 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4000 13,633.60 0.000 0.00 (SF) 137 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 2.0000 64,480.00 0.000 0.00 (F) 138 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 16,120.00 0.000 0.00 (SF) 139 FURNISH SIGN STRUCTURE (TRUSS) LB 1.5000 69,520.50 0.000 0.00 (F) 140 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 11,586.75 0.000 0.00 (SF) 141 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 46,000.00 0.000 0.00 (S) (SIGN FOUNDATION) 142 42" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 11,000.00 0.000 0.00 (S) (SIGN FOUNDATION) 143 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 300.0000 5,400.00 0.000 0.00 (S) (SIGN FOUNDATION) 144 METAL (ROADSIDE SIGN) EA 265.0000 17,490.00 0.000 0.00 145 METAL (RAIL MOUNTED SIGN) LB 8.0000 6,160.00 0.000 0.00 146 ROADSIDE SIGN - ONE POST EA 265.0000 16,960.00 0.000 0.00 147 ROADSIDE SIGN - TWO POST EA 525.0000 10,500.00 0.000 0.00 148 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 2,800.00 0.000 0.00 METHOD) 149 PAINT TUNNEL CEILING SQFT 1.5000 44,100.00 0.000 0.00 (S) 150 PAINT CONCRETE SURFACES SQFT 1.0000 79,059.00 3,550.000 3,550.00 (S) 151 18" ALTERNATIVE PIPE CULVERT LF 35.0000 37,800.00 180.000 6,300.00 152 24" ALTERNATIVE PIPE CULVERT LF 40.0000 81,200.00 542.000 21,680.00 153 18" REINFORCED CONCRETE PIPE LF 35.0000 81,900.00 71.000 2,485.00 1,354.000 47,390.00 154 24" REINFORCED CONCRETE PIPE LF 40.0000 229,200.00 368.470 14,738.80 3,903.970 156,158.80 155 30" REINFORCED CONCRETE PIPE LF 60.0000 59,400.00 955.000 57,300.00 156 36" REINFORCED CONCRETE PIPE LF 70.0000 23,100.00 24.000 1,680.00 76.000 5,320.00 157 48" REINFORCED CONCRETE PIPE LF 100.0000 85,000.00 793.500 79,350.00 PROGRAM CAS145 PAGE 7 DATE 12/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 09:40 AM ESTIMATE NO. 26 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 12/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 54" REINFORCED CONCRETE PIPE LF 110.0000 165,000.00 1,496.000 164,560.00 159 60" REINFORCED CONCRETE PIPE LF 130.0000 8,320.00 64.000 8,320.00 160 63" REINFORCED CONCRETE PIPE LF 150.0000 226,500.00 1,338.000 200,700.00 161 66" REINFORCED CONCRETE PIPE LF 180.0000 275,400.00 1,472.000 264,960.00 162 24" BITUMINOUS COATED CORRUGATED STEEL LF 80.0000 640.00 0.000 0.00 PIPE (.109" THICK) 163 12" BITUMINOUS COATED SLOTTED LF 60.0000 2,400.00 40.000 2,400.00 CORRUGATED STEEL PIPE (.109" THICK) 164 18" BITUMINOUS COATED SLOTTED CORRUGATED LF 60.0000 6,000.00 48.000 2,880.00 STEEL PIPE (.109" THICK) 165 8" STEEL PIPE LF 35.0000 17,500.00 70.000 2,450.00 166 3" PLASTIC PIPE (EDGE DRAIN) LF 6.5000 67,600.00 1,399.000 9,093.50 6,115.000 39,747.50 167 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 15.0000 16,350.00 240.000 3,600.00 963.000 14,445.00 168 GEOCOMPOSITE DRAIN SQFT 0.7500 48,300.00 30,384.000 22,788.00 169 18" BITUMINOUS COATED CORRUGATED STEEL LF 70.0000 6,720.00 96.000 6,720.00 PIPE RISER (.109" THICK) 170 18" ALTERNATIVE FLARED END SECTION EA 450.0000 450.00 0.000 0.00 171 36" PRECAST CONCRETE PIPE INLET LF 125.0000 3,000.00 9.000 1,125.00 172 36" PRECAST CONCRETE PIPE MANHOLE LF 80.0000 5,760.00 47.900 3,832.00 173 ROCK SLOPE PROTECTION TON 125.0000 375.00 0.000 0.00 (FACING, METHOD B) 174 CONCRETE (GUTTER LINING) CY 400.0000 1,200.00 0.000 0.00 175 CONCRETE (DITCH LINING) CY 400.0000 2,400.00 0.000 0.00 176 SLOPE PAVING (CONCRETE) CY 475.0000 131,575.00 0.000 0.00 (F) 177 MINOR CONCRETE (MISCELLANEOUS CY 180.0000 406,800.00 922.320 166,017.60 CONSTRUCTION) 178 MINOR CONCRETE (STAMPED CONCRETE) SQFT 5.0000 53,500.00 0.000 0.00 179 MISCELLANEOUS IRON AND STEEL LB 0.7500 53,166.00 435.000 326.25 22,177.250 16,632.94 (SF) 180 MISCELLANEOUS METAL LB 14.0000 23,380.00 731.000 10,234.00 731.000 10,234.00 (SF)(RESTRAINER - CABLE TYPE) 181 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 120,900.00 26,000.000 78,000.00 (SF) 182 CHAIN LINK FENCE (TYPE CL-6) LF 7.0000 35,350.00 1,043.000 7,301.00 (S) 183 6' CHAIN LINK GATE (TYPE CL-6) EA 600.0000 1,200.00 0.000 0.00 (S) 184 10' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 800.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 8 DATE 12/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 09:40 AM ESTIMATE NO. 26 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 12/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 12' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 2,000.00 0.000 0.00 (S) 186 DELINEATOR (CLASS 1) EA 40.0000 1,200.00 0.000 0.00 187 INSTALL MEDIAN MILEAGE PANEL EA 50.0000 1,000.00 0.000 0.00 188 CHAIN LINK RAILING LF 60.0000 10,200.00 151.600 9,096.00 (S) 189 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 30.0000 46,500.00 828.000 24,840.00 1,268.100 38,043.00 (S) 190 CONCRETE BARRIER (TYPE 25) LF 45.0000 9,180.00 0.000 0.00 (F) 191 CONCRETE BARRIER (TYPE 25A) LF 40.0000 167,800.00 250.000 10,000.00 1,895.000 75,800.00 (F) 192 CONCRETE BARRIER (TYPE 25B) LF 55.0000 64,295.00 171.000 9,405.00 (F) 193 CONCRETE BARRIER (TYPE 25B MODIFIED) LF 80.0000 23,200.00 186.000 14,880.00 194 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 40.0000 112,520.00 726.000 29,040.00 (F) 195 CONCRETE BARRIER (TYPE 25A MODIFIED) LF 50.0000 7,800.00 31.000 1,550.00 (F) 196 CONCRETE BARRIER (TYPE 27S) LF 58.0000 7,424.00 0.000 0.00 (F) 197 CONCRETE BARRIER (TYPE 27SV) LF 80.0000 19,200.00 240.000 19,200.00 (F) 198 CONCRETE BARRIER (TYPE 28M1) LF 50.0000 37,400.00 428.000 21,400.00 (F) 199 CONCRETE BARRIER (TYPE 28M2) LF 40.0000 240,960.00 0.000 0.00 (F) 200 CONCRETE BARRIER (TYPE 60A) LF 40.0000 11,600.00 0.000 0.00 (F) 201 CONCRETE BARRIER (TYPE 60) LF 40.0000 84,400.00 0.000 0.00 202 CONCRETE BARRIER (TYPE 60C) LF 85.0000 6,715.00 0.000 0.00 203 CONCRETE BARRIER (TYPE 60E) LF 90.0000 27,000.00 0.000 0.00 204 CONCRETE BARRIER (TYPE 60D) LF 30.0000 28,380.00 0.000 0.00 (F) 205 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 35.0000 61,600.00 0.000 0.00 (F) 206 CABLE ANCHOR ASSEMBLY EA 350.0000 1,400.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) 207 ANCHOR ASSEMBLY (BREAKAWAY, TYPE M) EA 1,000.0000 10,000.00 0.000 0.00 (S) 208 TERMINAL SECTION (TYPE M) EA 150.0000 1,500.00 0.000 0.00 (S) 209 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 31,000.0000 62,000.00 0.000 0.00 (S) (HEXFOAM) 210 CRASH CUSHION ATTENUATING TERMINAL (CAT) EA 15,000.0000 15,000.00 0.000 0.00 (S) 211 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 15,200.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 9 DATE 12/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 09:40 AM ESTIMATE NO. 26 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 12/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 11,985.00 0.000 0.00 (S) 213 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,800.00 0.000 0.00 (S) (BROKEN 12-3) 214 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3000 28,644.00 0.000 0.00 (S) 215 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 552.00 0.000 0.00 (S) (BROKEN 6-1) 216 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 460.00 0.000 0.00 (S) (BROKEN 17-7) 217 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 480.00 0.000 0.00 (S) (BROKEN 36-12) 218 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 12,540.00 0.000 0.00 (S) 219 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 8,880.00 0.000 0.00 (S) 220 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 11,880.00 0.000 0.00 (S) 221 SIGNAL AND LIGHTING (LOCATION 1) LS 61,000.0000 61,000.00 0.800 48,800.00 (S) 222 SIGNAL AND LIGHTING (LOCATION 2) LS 81,000.0000 81,000.00 0.800 64,800.00 (S) 223 SIGNAL AND LIGHTING (LOCATION 3) LS 56,000.0000 56,000.00 0.800 44,800.00 (S) 224 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 14,000.0000 14,000.00 0.000 0.00 225 REMOVE SIGNAL AND LIGHTING (LOCATION 5) LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 226 MODIFY SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.000 0.00 (S) (CITY STREET LOCATION 1) 227 SIGNAL AND LIGHTING LS 40,000.0000 40,000.00 0.650 26,000.00 (S) (CITY STREET LOCATION 2) 228 REMOVE SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 1.000 5,000.00 (S) (CITY STREET LOCATION 3) 229 LIGHTING (CITY STREET) LS 135,000.0000 135,000.00 0.770 103,950.00 (S) 230 LIGHTING AND SIGN ILLUMINATION LS 132,000.0000 132,000.00 0.600 79,200.00 (S) 231 FLASHING BEACON LS 22,000.0000 22,000.00 0.400 8,800.00 (S) 232 INTERCONNECTION CONDUIT AND CABLE LS 40,000.0000 40,000.00 0.400 16,000.00 (S) 233 INTERCONNECT CONDUIT AND CABLE LS 8,000.0000 8,000.00 0.000 0.00 (S) (CITY) 234 COMMUNICATION CONDUIT SYSTEM LS 100,000.0000 100,000.00 0.800 80,000.00 235 TRAFFIC MANAGEMENT SYSTEM LS 200,000.0000 200,000.00 0.580 116,000.00 (S) 236 ELECTROLIER, MARBELITE (CITY) EA 2,000.0000 58,000.00 14.000 28,000.00 (S) 237 INSTALL STATE-FURNISHED CITY EA 1,000.0000 25,000.00 14.000 14,000.00 (S) ELECTROLIER (ORNAMENTAL) 238 TUNNEL LIGHTING AND ELECTRICAL SYSTEMS LS 300,000.0000 300,000.00 0.150 45,000.00 PROGRAM CAS145 PAGE 10 DATE 12/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 09:40 AM ESTIMATE NO. 26 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 12/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 FIRE PROTECTION SYSTEM LS 75,000.0000 75,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 11 DATE 12/21/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 09:40 AM ESTIMATE NO. 26 BID OPENING 01/08/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 12/21/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,079,262.21 24,177,838.39 ADJUSTMENT OF COMPENSATION 182,051.44 660,850.76 EXTRA WORK 105,133.46 778,154.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,366,447.11 25,616,843.66 240 MOBILIZATION LS 3800,000.0000 3800,000.00 1.000 3,800,000.00 ORIGINAL CONTRACT AMOUNT 38,064,052.35 TOTAL WORK COMPLETED 2,366,447.11 29,416,843.66 MATERIALS ON HAND ON SITE 506,115.45 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 2,366,447.11 29,912,959.11 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 03/02/98 1097 03/17/98 03/16/98 10/24/00 644 0 0 0 73% 70% PROGRESS IS SATISFACTORY MOCKUS, CHRISTOPHER E. RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/99