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 09/23/99 EST. NO.23 TIME 10:56 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 0331 496.38 E.W. @ F.A.(+) 061499 N 208 0 0332 1,218.52 061599 N 209 0 0332-1 -1,218.52 061599 N 209 0 DAO CORRECTING ENTRY 0332-2 1,218.52 061599 N 209 0 DAO CORRECTING ENTRY 0333 607.78 061599 N 210 0 0334 609.58 061699 N 211 0 0335 587.53 061699 N 212 0 0335-1 -587.53 061699 N 212 0 DAO CORRECTING ENTRY 0335-2 587.53 061699 N 212 0 DAO CORRECTING ENTRY 0336 229.44 062199 N 218 0 0337 390.81 062399 N 219 0 0338 494.08 062499 N 220 0 0339 54.07 070199 N 1 0 0340 554.16 070199 N 2 0 0341 566.09 070299 N 3 0 0342 706.65 070299 N 4 0 0343 54.07 070699 N 5 0 0344 710.81 070699 N 6 0 0345 103.72 070799 N 8 0 0346 153.36 070899 N 9 0 0347 326.74 070899 N 10 0 0348 443.97 070899 N 0 0349 234.86 070999 N 11 0 0350 438.97 071499 N 12 0 0351 128.11 072299 N 16 0 0352 307.63 072399 N 17 0 0353 233.81 072699 N 18 0 0354 316.07 072699 N 19 0 0355 184.72 072799 N 20 0 0356 248.60 072899 N 21 0 0357 289.03 072999 N 24 0 0358 1,020.81 060799 N 200 0 0359 101.87 061499 N 207 0 0360 445.12 061799 N 213 0 0361 198.46 061799 N 215 0 0362 432.58 061899 N 216 0 0363 260.33 062299 N 26.0 0 0363-1 -260.33 062299 N 26.0 0 DAO CORRECTING ENTRY 0363-2 282.88 062299 N 26.0 0 DAO CORRECTING ENTRY 0364 168.06 062299 N 27.0 0 0365 195.40 062599 N 28.0 0 0366 174.40 062899 N 29.0 0 0367 222.75 062999 N 30.0 0 0368 371.06 063099 N 32.0 0 0369 8.84 063099 N 33.0 0 0369-1 -8.84 063099 N 33.0 0 DAO CORRECTING ENTRY 0369-2 53.38 063099 N 33.0 0 DAO CORRECTING ENTRY 0370 172.98 070299 N 42.0 0 0371 135.68 072899 N 23.0 0 0372 1,107.76 061799 N 214 0 0374 475.03 073099 N 45.0 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 09/23/99 EST. NO.23 TIME 10:56 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 --------------------------------------------------------------------------- 0375 765.49 061899 N 217 0 0376 643.67 072799 N 44. 0 021 0003 411.11 E.W. @ F.A.(+) 062999 N 35.0 0 0004 151.19 062899 N 34.0 0 054 0001 247.12 E.W. @ F.A.(+) 070899 N 47.0 0 055 0003 479.62 E.W. @ F.A.(+) 060999 N 3 0 057 0002 1,599.78 E.W. @ F.A.(+) 061899 N 2 0 0003 1,335.85 062299 N 5 0 0004 224.46 062399 N 7 0 0005 784.18 061499 N 3 0 0006 337.34 062199 N 4 0 0007 1,120.53 062299 N 6 0 072 0001 1,563.47 E.W. @ F.A.(+) 032299 N 1 0 0002 430.86 033199 N 2 0 0003 268.58 042399 N 10 0 0004 791.25 040299 N 3 0 0005 675.82 040599 N 4 0 0005-1 -675.82 040599 N 4 0 DAO CORRECTING ENTRY 0005-2 680.24 040599 N 4 0 DAO CORRECTING ENTRY 0006 455.68 040699 N 5 0 0007 744.20 041699 N 6 0 0008 1,281.57 041999 N 7 0 0009 1,142.22 042099 N 8 0 0010 1,466.24 042199 N 9 0 0011 268.58 042699 N 11 0 0012 537.92 042799 N 12 0 0013 1,746.55 042899 N 13 0 0014 1,683.53 043099 N 14 0 0015 873.92 050399 N 15 0 0016 1,249.65 050499 N 16 0 094 0001 2,054.27 E.W. @ F.A.(+) 052599 N 1 0 0002 3,041.91 052799 N 4 0 0003 1,281.92 052899 N 5 0 0004 1,527.48 060899 N 8 0 0005 552.15 060399 N 6 0 0006 427.36 060899 N 7 0 097 0001 112.00 E.W. @ L.S.(+) 060199 N 1 0 100 0001 906.77 E.W. @ F.A.(+) 060899 N 1 0 0002 406.04 063099 N 39.0 0 104 0001 428.85 E.W. @ F.A.(+) 061699 N 41.0 0 111 0001 233.89 E.W. @ F.A.(+) 070899 N 50.0 0 0002 54.07 071599 N 51.0 0 0003 167.91 071699 N 52.0 0 119 0001 469.38 E.W. @ F.A.(+) 080399 N A 0 0002 1,249.23 080599 N B 0 52,445.81 TOTAL THIS ESTIMATE 838,366.77 TOTAL PREVIOUS ESTIMATE 890,812.58 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 09/23/99 EST. NO.23 TIME 10:56 AM R.E. NAME: MOCKUS, CHRISTOPHER E. 12-059234 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:56 AM ESTIMATE NO. 23 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 09/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 09/23/99 LOCATION RERUN 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 0.590 8,850.00 002 TEMPORARY FENCE (TYPE CL-6) LF 4.0000 29,280.00 -170.000 -680.00 3,608.000 14,432.00 (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 0.360 16,200.00 014 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 0.450 31,500.00 (S) 016 TYPE III BARRICADE EA 100.0000 19,000.00 30.000 3,000.00 017 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 1,860.00 664.000 1,328.00 018 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 13,100.00 64,922.560 16,230.64 019 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 09/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:56 AM ESTIMATE NO. 23 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 09/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 09/23/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,932.000 11,796.00 028 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 13,864.280 6,932.14 032 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 360.00 31.000 46.50 033 REMOVE PAVEMENT MARKER EA 2.0000 1,360.00 82.000 164.00 034 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 77.000 3,465.00 2,305.000 103,725.00 037 REMOVE INLET EA 600.0000 1,200.00 1.000 600.00 2.000 1,200.00 038 REMOVE HEADWALL EA 600.0000 9,000.00 2.000 1,200.00 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 20,481.000 25,601.25 048 REMOVE CONCRETE SIDEWALK AND CURB RAMP SQYD 2.5000 8,175.00 65.600 164.00 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 09/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:56 AM ESTIMATE NO. 23 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 09/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 09/23/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,610.00 642.110 4,494.77 051 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 0.580 40,600.00 055 ROADWAY EXCAVATION CY 4.0000 1264,000.00 8,083.120 32,332.48 395,690.000 1,582,760.00 056 STRUCTURE EXCAVATION (BRIDGE) CY 5.0000 276,925.00 -15,963.000 -79,815.00 55,119.000 275,595.00 (F) 057 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 99,880.00 6,998.000 69,980.00 (F) 058 STRUCTURE BACKFILL (BRIDGE) CY 15.0000 373,155.00 382.000 5,730.00 10,091.000 151,365.00 (F) 059 STRUCTURE BACKFILL (RETAINING WALL) CY 15.0000 208,170.00 388.000 5,820.00 5,481.000 82,215.00 (F) 060 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 38,150.00 60.000 3,000.00 125.000 6,250.00 (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 2,200.000 77,000.00 5,400.000 189,000.00 (F) 063 EARTH RETAINING STRUCTURE, LOCATION B SQFT 35.0000 527,100.00 13,646.000 477,610.00 (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 0.000 0.00 (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 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 2,998.860 37,485.75 25,283.940 316,049.25 PROGRAM CAS145 PAGE 4 DATE 09/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:56 AM ESTIMATE NO. 23 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 09/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 09/23/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 96.500 2,412.50 96.500 2,412.50 078 LEAN CONCRETE BASE CY 80.0000 98,400.00 0.000 0.00 079 TREATED PERMEABLE BASE CY 40.0000 339,600.00 1,317.600 52,704.00 4,748.600 189,944.00 080 ASPHALT CONCRETE (TYPE B) TON 33.0000 980,100.00 737.580 24,340.14 13,503.600 445,618.80 081 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 1697,400.00 617.450 50,630.90 8,208.890 673,128.98 087 CONCRETE PAVEMENT (RAMP TERMINI) CY 110.0000 47,300.00 0.000 0.00 088 SEAL PAVEMENT JOINT LF 1.0000 100,000.00 2,221.000 2,221.00 40,941.000 40,941.00 089 FURNISH 14" STEEL PIPE PILING LF 18.0000 70,182.00 1,150.000 20,700.00 3,899.000 70,182.00 090 DRIVE 14" STEEL PIPE PILE EA 850.0000 59,500.00 22.000 18,700.00 70.000 59,500.00 (S) 091 FURNISH 16" STEEL PIPE PILING LF 25.0000 2209,575.00 27,758.000 693,950.00 76,921.000 1,923,025.00 092 DRIVE 16" STEEL PIPE PILE EA 555.0000 730,380.00 95.000 52,725.00 854.000 473,970.00 (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 21,174.000 232,914.00 096 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 2,941.000 29,410.00 15,921.000 159,210.00 101 DRIVE PILE (CLASS 45) EA 800.0000 304,800.00 55.000 44,000.00 381.000 304,800.00 (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 0.060 30,900.00 0.410 211,150.00 (S) PROGRAM CAS145 PAGE 5 DATE 09/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:56 AM ESTIMATE NO. 23 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 09/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 09/23/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 794,880.00 564.000 101,520.00 2,980.000 536,400.00 (F) 105 STRUCTURAL CONCRETE, BRIDGE CY 286.0000 6625,762.00 1,510.000 431,860.00 8,385.000 2,398,110.00 (F) 106 STRUCTURAL CONCRETE, RETAINING WALL CY 235.0000 1254,900.00 517.000 121,495.00 3,480.000 817,800.00 (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 34.800 8,352.00 1,165.160 279,638.40 (F) 109 MINOR CONCRETE (MINOR STRUCTURE) CY 775.0000 424,700.00 57.640 44,671.00 345.670 267,894.25 (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 3,650.000 3,650.00 44,802.000 44,802.00 (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 0.000 0.00 (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 09/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:56 AM ESTIMATE NO. 23 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 09/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 09/23/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 2960,412.00 624,902.000 262,458.84 3,638,310.000 1,528,090.20 (SF) 132 BAR REINFORCING STEEL (RETAINING WALL) LB 0.5000 263,425.00 42,323.000 21,161.50 387,555.000 193,777.50 (SF) 133 BAR REINFORCING STEEL (BOX CULVERT) LB 0.5000 117,051.00 6,090.000 3,045.00 216,941.962 108,470.98 (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 47.000 1,645.00 1,025.000 35,875.00 154 24" REINFORCED CONCRETE PIPE LF 40.0000 229,200.00 3,287.500 131,500.00 155 30" REINFORCED CONCRETE PIPE LF 60.0000 59,400.00 215.000 12,900.00 663.000 39,780.00 156 36" REINFORCED CONCRETE PIPE LF 70.0000 23,100.00 52.000 3,640.00 52.000 3,640.00 157 48" REINFORCED CONCRETE PIPE LF 100.0000 85,000.00 7.500 750.00 793.500 79,350.00 PROGRAM CAS145 PAGE 7 DATE 09/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:56 AM ESTIMATE NO. 23 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 09/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 09/23/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 40.000 1,400.00 166 3" PLASTIC PIPE (EDGE DRAIN) LF 6.5000 67,600.00 788.000 5,122.00 4,564.000 29,666.00 167 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 15.0000 16,350.00 142.000 2,130.00 723.000 10,845.00 168 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 44.000 3,080.00 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 31.500 2,520.00 173 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 93.300 16,794.00 754.580 135,824.40 CONSTRUCTION) 178 MINOR CONCRETE (STAMPED CONCRETE) SQFT 5.0000 53,500.00 0.000 0.00 179 MISCELLANEOUS IRON AND STEEL LB 0.7500 53,166.00 130.000 97.50 18,583.000 13,937.25 (SF) 180 MISCELLANEOUS METAL LB 14.0000 23,380.00 0.000 0.00 (SF)(RESTRAINER - CABLE TYPE) 181 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 120,900.00 11,000.000 33,000.00 (SF) 182 CHAIN LINK FENCE (TYPE CL-6) LF 7.0000 35,350.00 0.000 0.00 (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 09/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:56 AM ESTIMATE NO. 23 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 09/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 09/23/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 46,500.00 440.100 13,203.00 (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 1,145.000 45,800.00 (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 09/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:56 AM ESTIMATE NO. 23 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 09/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 09/23/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.700 56,700.00 0.800 64,800.00 (S) 223 SIGNAL AND LIGHTING (LOCATION 3) LS 56,000.0000 56,000.00 0.800 44,800.00 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 0.100 500.00 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 0.400 16,000.00 0.400 16,000.00 (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 0.100 13,500.00 0.700 94,500.00 (S) 230 LIGHTING AND SIGN ILLUMINATION LS 132,000.0000 132,000.00 0.450 59,400.00 (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 0.200 8,000.00 (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 0.050 10,000.00 0.500 100,000.00 (S) 236 ELECTROLIER, MARBELITE (CITY) EA 2,000.0000 58,000.00 0.000 0.00 (S) 237 INSTALL STATE-FURNISHED CITY EA 1,000.0000 25,000.00 0.500 500.00 0.500 500.00 (S) ELECTROLIER (ORNAMENTAL) 238 TUNNEL LIGHTING AND ELECTRICAL SYSTEMS LS 300,000.0000 300,000.00 0.100 30,000.00 PROGRAM CAS145 PAGE 10 DATE 09/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:56 AM ESTIMATE NO. 23 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 09/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 09/23/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 09/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-059234 TIME 10:56 AM ESTIMATE NO. 23 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 09/20/99 R.E. NAME: MOCKUS, CHRISTOPHER E. DATE OF THIS ESTIMATE 09/23/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,298,062.61 18,843,156.39 ADJUSTMENT OF COMPENSATION 0.00 432,707.49 EXTRA WORK 52,445.81 458,105.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,350,508.42 19,733,968.97 240 MOBILIZATION LS 3800,000.0000 3800,000.00 1.000 3,800,000.00 ORIGINAL CONTRACT AMOUNT 38,064,052.35 TOTAL WORK COMPLETED 2,350,508.42 23,533,968.97 MATERIALS ON HAND ON SITE 1,675,071.16 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,350,508.42 25,209,040.13 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 10/24/00 553 0 0 0 59% 60% PROGRESS IS SATISFACTORY MOCKUS, CHRISTOPHER E. RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/99