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 06/22/99 EST. NO.20 TIME 09:47 AM R.E. NAME: VARIPAPA, MIKE 12-012634 --------------------------------------------------------------------------- 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 0210 469.69 E.W. @ F.A.(+) 102198 N 525 0 0247 4,094.55 040999 N 548 0 0248 191.70 041599 N 550 0 0280 1,042.93 020399 N 1201 0 0281 321.28 010899 N 1241 0 0282 67.05 041399 N 1267 0 0283 2,070.00 102698 N 1104 0 0284 2,070.00 112698 N 1220 0 0285 321.28 122298 N 1224 0 0286 321.28 122198 N 1223 0 0287 321.28 122398 N 1225 0 0288 321.28 122498 N 1226 0 0289 321.28 122598 N 1227 0 0290 2,070.00 122698 N 1221 0 0291 321.28 122698 N 1228 0 0292 321.28 122798 N 1229 0 0293 321.28 122898 N 1230 0 0294 321.28 122998 N 1231 0 0295 321.28 123098 N 1232 0 0296 321.28 123198 N 1233 0 0297 321.28 010199 N 1234 0 0298 321.28 010299 N 1235 0 0299 2,070.00 012699 N 1222.0 0300 2,070.00 022599 N 1249 0 0301 2,070.00 032799 N 1250 0 0302 325.34 042499 N 1255 0 0302-1 -325.34 042499 N 1255 0 DAO CORRECTING ENTRY 0302-2 283.42 042499 N 1255 0 DAO CORRECTING ENTRY 0303 283.42 042799 N 1258 0 0304 283.42 043099 N 1258 0 0305 78.13 041599 N 560 0 0306 99.26 042299 N 559 0 0307 96.83 042399 N 557 0 0308 426.69 042399 N 558 0 0309 290.93 042699 N 556 0 0310 268.55 042799 N 561 0 0311 268.55 042899 N 562 0 0312 358.06 043099 N 562 0 0313 313.31 051099 N 562 0 0314 1,297.96 052099 N 565 0 0315 1,115.37 012799 N 1264.0 0316 399.22 032699 N 1263.0 0317 622.28 032599 N 1262.0 0318 296.62 040599 N 1217.0 0318-1 -296.62 040599 N 1217.0 DAO CORRECTING ENTRY 0318-2 231.72 040599 N 1217.0 DAO CORRECTING ENTRY 0319 261.75 040599 N 1216.0 0320 108.60 040299 N 1215.0 0321 126.94 040299 N 1214.0 0322 138.27 040399 N 1213.0 0322-1 -138.27 040399 N 1213.0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/22/99 EST. NO.20 TIME 09:47 AM R.E. NAME: VARIPAPA, MIKE 12-012634 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0322-2 234.77 040399 N 1213.0 DAO CORRECTING ENTRY 0322-3 -234.77 040399 N 1213.0 DAO CORRECTING ENTRY 0322-4 163.27 040399 N 1213.0 DAO CORRECTING ENTRY 0323 625.19 040299 N 1212.0 0324 183.89 022599 N 1198.0 002 0047 356.14 E.W. @ F.A.(+) 042099 N 553 0 0048 818.96 042199 N 556 0 0049 102.01 042199 N 551 0 0050 624.96 042199 N 545 0 0051 1,022.14 042799 N 555 0 0052 154.94 042999 N 557 0 003 0023 948.47 E.W. @ F.A.(+) 040999 N 1023 0 018 0006 692.68 E.W. @ F.A.(+) 061698 N 1003 0 0007 512.29 062398 N 1004 0 0008 191.85 062698 N 1004 0 0009 939.67 071198 N 1006 0 020 0012 790.23 E.W. @ F.A.(+) 022599 N 1012 0 021 0010 1,686.34 E.W. @ F.A.(+) 022499 N 510 0 0011 600.40 022399 N 511 0 0012 778.03 030199 N 512 0 0013 333.99 030299 N 513 0 0014 2,535.03 030399 N 514 0 025 0001 4,619.56 E.W. @ F.A.(+) 081898 N 1001 0 027 0002 16,765.00 A.C. @ U.P.(+) 030499 N 000000 057 0001 4,215.48 E.W. @ F.A.(+) 020499 N 000000 0002 1,874.78 020899 N 501 0 0003 139.10 020999 N 502 0 0004 126.14 021099 N 503 0 059 0001 816.09 E.W. @ F.A.(+) 033099 N 1001 0 72,614.88 TOTAL THIS ESTIMATE 774,934.16 TOTAL PREVIOUS ESTIMATE 847,549.04 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/22/99 EST. NO.20 TIME 09:47 AM R.E. NAME: VARIPAPA, MIKE 12-012634 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ITM#73 GRADATION -1,125.00 10 ITM#74 GRADATION -3,846.74 10 ITM#80 GRADATION -1,050.00 10 0.00 -6,021.74 TOTAL DEDUCTIONS 0.00 -6,021.74 PROGRAM CAS145 PAGE 1 DATE 06/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 09:47 AM ESTIMATE NO. 20 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 06/22/99 LOCATION PROGRESS ESTIMATE 12-ORA-5-39.9/41.5 ----------------- MCM CONSTRUCTION, INC. IN ANAHEIM FROM 0.2 MI S/O CRESCENT 1411 N. BUCKINGHAM STREET AVE TO 0.6 MI N/O LA PALMA AVE ANAHEIM, CA 92801 SEG D FED. AID NO. ACIM-005 -2(868)N WIDEN FREEWAY, 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 0.460 6,900.00 002 TEMPORARY FENCE (TYPE BW) LF 3.0000 13,710.00 6,870.000 20,610.00 (S) 003 24" TEMPORARY CULVERT LF 35.0000 23,450.00 172.000 6,020.00 004 36" TEMPORARY INLET EA 1,200.0000 7,200.00 4.000 4,800.00 005 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.800 2,000.00 PLAN 006 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.030 900.00 0.480 14,400.00 007 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.840 29,400.00 008 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.030 3,000.00 0.480 48,000.00 009 TYPE III BARRICADE EA 100.0000 5,800.00 49.000 4,900.00 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.0000 8,100.00 5,736.000 5,736.00 (S) 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 43,380.00 158,934.000 28,608.12 (S) 012 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,700.00 280.000 9,800.00 013 TEMPORARY PAVEMENT MARKER EA 4.0000 42,400.00 11,582.000 46,328.00 (S) 014 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 48,000.00 4.000 48,000.00 015 TEMPORARY RAILING (TYPE K) LF 6.0000 520,800.00 36,120.000 216,720.00 (S) 016 TEMPORARY CRASH CUSHION MODULE EA 250.0000 93,000.00 120.000 30,000.00 (S) 017 TEMPORARY TRAFFIC SCREEN LF 2.0000 70,200.00 3,440.000 6,880.00 13,530.000 27,060.00 018 TEMPORARY RETAINING WALL SQFT 22.0000 495,000.00 2,482.000 54,604.00 019 ABANDON CULVERT EA 700.0000 6,300.00 8.000 5,600.00 020 REMOVE CHAIN LINK FENCE LF 1.5000 22,200.00 8,317.000 12,475.50 021 REMOVE TUTHILL GUARDRAIL LF 3.5000 3,780.00 1,555.000 5,442.50 022 REMOVE METAL BEAM GUARD RAILING LF 5.0000 52,000.00 875.000 4,375.00 7,213.000 36,065.00 PROGRAM CAS145 PAGE 2 DATE 06/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 09:47 AM ESTIMATE NO. 20 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 06/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE DOUBLE METAL BEAM BARRIER LF 7.0000 58,100.00 5,001.000 35,007.00 024 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 38,750.00 85,112.000 42,556.00 025 REMOVE PAVEMENT MARKING SQFT 2.0000 5,340.00 1,772.000 3,544.00 026 REMOVE ROADSIDE SIGN EA 100.0000 12,000.00 57.000 5,700.00 027 REMOVE SIGN STRUCTURE EA 2,500.0000 22,500.00 6.000 15,000.00 028 REMOVE CULVERT LF 15.0000 57,450.00 484.000 7,260.00 3,635.000 54,525.00 029 REMOVE INLET EA 700.0000 12,600.00 3.000 2,100.00 23.000 16,100.00 030 REMOVE HEADWALL EA 700.0000 14,700.00 15.000 10,500.00 031 REMOVE RETAINING WALL SQYD 11.0000 20,350.00 0.000 0.00 032 REMOVE BASE AND SURFACING CY 8.0000 7,760.00 970.000 7,760.00 033 RECONSTRUCT CHAIN LINK GATE EA 600.0000 1,200.00 0.000 0.00 (S) 034 RELOCATE ROADSIDE SIGN EA 200.0000 800.00 0.000 0.00 035 ADJUST VALVE COVER TO GRADE EA 300.0000 12,600.00 27.000 8,100.00 036 ADJUST MANHOLE TO GRADE EA 400.0000 8,800.00 13.000 5,200.00 037 MODIFY INLET EA 1,500.0000 3,000.00 0.000 0.00 038 MODIFY SEWER MANHOLE EA 2,000.0000 8,000.00 2.000 4,000.00 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 9,420.00 0.000 0.00 (S) 040 REMOVE CONCRETE CY 30.0000 9,900.00 100.000 3,000.00 542.000 16,260.00 041 REMOVE CONCRETE (SIDEWALK, DRIVEWAY AND SQYD 2.0000 3,200.00 2,184.000 4,368.00 GUTTER) 042 REMOVE CONCRETE (CURB AND GUTTER) LF 2.5000 6,425.00 3,216.000 8,040.00 043 REMOVE SOUND WALL SQYD 6.0000 40,740.00 4,748.000 28,488.00 044 REMOVE BLOCK FENCE SQYD 30.0000 2,250.00 94.000 2,820.00 045 BRIDGE REMOVAL, LOCATION A LS 50,000.0000 50,000.00 1.000 50,000.00 046 BRIDGE REMOVAL, LOCATION B LS 140,000.0000 140,000.00 0.500 70,000.00 047 BRIDGE REMOVAL, LOCATION C LS 78,000.0000 78,000.00 1.000 78,000.00 048 BRIDGE REMOVAL, LOCATION D LS 10,000.0000 10,000.00 0.000 0.00 049 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.970 97,000.00 PROGRAM CAS145 PAGE 3 DATE 06/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 09:47 AM ESTIMATE NO. 20 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 06/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.000 0.00 051 ROADWAY EXCAVATION CY 3.5000 1162,000.00 32,498.000 113,743.00 230,015.000 805,052.50 052 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 756,340.00 15,338.420 306,768.40 (F) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 145,000.00 355.000 3,550.00 9,627.340 96,273.40 (F) 054 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 693,200.00 6,409.660 160,241.50 12,741.310 318,532.75 (F) 055 STRUCTURE BACKFILL (RETAINING WALL) CY 18.0000 435,600.00 0.000 0.00 (F) 056 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 42,300.00 0.000 0.00 (F) WALL) 057 CONCRETE SLURRY BACKFILL CY 75.0000 75,450.00 1,006.000 75,450.00 (F) 058 SAND BACKFILL CY 85.0000 42,500.00 484.000 41,140.00 059 DITCH EXCAVATION CY 6.5000 6,500.00 0.000 0.00 060 IMPORTED BORROW CY 3.5000 347,550.00 19,149.000 67,021.50 061 HIGHWAY PLANTING LS 12,000.0000 12,000.00 0.000 0.00 (S) 062 ROCK BLANKET SQYD 60.0000 124,800.00 0.000 0.00 (S) 063 EROSION CONTROL (TYPE D) ACRE 1,800.0000 30,600.00 0.000 0.00 (S) 064 TRANSPLANT PALM TREE (5' - 19') EA 1,000.0000 2,000.00 2.000 2,000.00 (S) 065 TRANSPLANT PALM TREE (20' - 35') EA 1,200.0000 18,000.00 11.000 13,200.00 (S) 066 TRANSPLANT PALM TREE (>36') EA 1,600.0000 8,000.00 8.000 12,800.00 (S) 067 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0.00 (S) 068 IRRIGATION SYSTEM LS 90,000.0000 90,000.00 0.020 1,800.00 (S) 069 WATER METER LS 15,000.0000 15,000.00 0.000 0.00 (S) 070 2" PLASTIC PIPE (SCHEDULE 40) LF 4.5000 17,415.00 410.000 1,845.00 (S) (SUPPLY LINE) 071 10" CORRUGATED HIGH DENSITY LF 16.5000 30,525.00 251.000 4,141.50 620.000 10,230.00 (S) POLYETHYLENE PIPE CONDUIT 072 FINISHING ROADWAY LS 2,500.0000 2,500.00 0.000 0.00 073 CLASS 2 AGGREGATE BASE CY 16.0000 926,400.00 1,176.000 18,816.00 22,208.000 355,328.00 074 TREATED PERMEABLE BASE CY 38.0000 1045,000.00 1,029.000 39,102.00 11,886.000 451,668.00 075 ASPHALT CONCRETE TON 28.0000 1240,400.00 12,169.000 340,732.00 076 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 5.0000 16,650.00 15.000 75.00 AREA) PROGRAM CAS145 PAGE 4 DATE 06/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 09:47 AM ESTIMATE NO. 20 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 06/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 1.0000 2,140.00 0.000 0.00 078 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.0000 12,700.00 2,343.000 2,343.00 079 RUMBLE STRIP STA 10.0000 1,700.00 0.000 0.00 080 CONCRETE PAVEMENT CY 80.0000 4064,000.00 21,061.000 1,684,880.00 081 SEAL PAVEMENT JOINT LF 1.0000 283,000.00 102,377.000 102,377.00 082 14" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 18.0000 4,320.00 380.200 6,843.60 (S) (PILASTER) 083 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 58,800.00 1,623.500 48,705.00 (S) (PILASTER) 084 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 0.0100 3.60 352.000 3.52 (S) (PILASTER) 085 FURNISH PILING (CLASS 100) LF 12.0000 365,112.00 15,409.500 184,914.00 086 DRIVE PILE (CLASS 100) EA 500.0000 396,500.00 399.000 199,500.00 (S) 087 FURNISH PILING (CLASS 70) LF 11.5000 323,506.50 21,453.990 246,720.89 088 DRIVE PILE (CLASS 70) EA 500.0000 403,000.00 608.000 304,000.00 (S) 089 FURNISH PILING (CLASS 45) LF 11.5000 462,346.00 30,283.180 348,256.57 090 DRIVE PILE (CLASS 45) EA 500.0000 686,500.00 1,010.000 505,000.00 (S) 091 FURNISH 16" CAST-IN-STEEL SHELL LF 40.0000 127,360.00 0.000 0.00 CONCRETE PILING 092 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 750.0000 48,000.00 0.000 0.00 (S) PILE 093 FURNISH 36" CAST-IN-STEEL SHELL LF 76.0000 649,648.00 8,915.410 677,571.16 CONCRETE PILING 094 DRIVE 36" CAST-IN-STEEL SHELL CONCRETE EA 1,800.0000 201,600.00 120.000 216,000.00 (S) PILE 095 16" CAST-IN-DRILLED-HOLE CONCRETE LF 25.0000 83,000.00 3,340.500 83,512.50 PILING (BARRIER) 096 PRESTRESSING CAST-IN-PLACE CONCRETE LS 800,000.0000 800,000.00 0.445 356,000.00 (S) 097 TRANSVERSE PRESTRESSING LS 60,000.0000 60,000.00 0.000 0.00 (S) 098 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 1229,600.00 4,139.060 827,812.00 (F) 099 STRUCTURAL CONCRETE, BRIDGE CY 265.0000 7607,355.00 133.660 35,419.90 14,011.510 3,713,050.15 (F) 100 STRUCTURAL CONCRETE, RETAINING WALL CY 200.0000 1612,000.00 107.890 21,578.00 5,240.990 1,048,198.00 (F) 101 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 213,200.00 302.650 60,530.00 302.650 60,530.00 (F) (TYPE N) 102 CLASS A CONCRETE (BOX CULVERT) CY 400.0000 2620,000.00 25.000 10,000.00 5,360.700 2,144,280.00 (F) 103 MINOR CONCRETE (MINOR STRUCTURE) CY 750.0000 588,750.00 58.600 43,950.00 497.100 372,825.00 (F) PROGRAM CAS145 PAGE 5 DATE 06/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 09:47 AM ESTIMATE NO. 20 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 06/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 SOUND WALL CAP LF 6.0000 49,440.00 4,022.660 24,135.96 105 PILASTER, SOUND WALL CY 500.0000 165,000.00 44.000 22,000.00 280.690 140,345.00 (F) 106 PILASTER, RETAINING WALL CY 600.0000 19,200.00 0.000 0.00 (F) 107 PILASTER, OVERCROSSING EA 1,000.0000 12,000.00 0.000 0.00 108 CONCRETE SURFACE TEXTURE SQFT 2.5000 134,000.00 17,828.240 44,570.60 109 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 6.0000 106,200.00 7,841.000 47,046.00 (S) 110 SOUND WALL (MASONRY BLOCK) SQFT 10.0000 1050,000.00 74,987.370 749,873.70 (S) 111 JOINT SEAL (TYPE B-MR 2") LF 30.0000 13,200.00 0.000 0.00 (S) 112 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 70.0000 23,800.00 0.000 0.00 (S) 113 JOINT SEAL ASSEMBLY (MR 3") LF 75.0000 2,475.00 0.000 0.00 (S) 114 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 80.0000 2,640.00 0.000 0.00 (S) 115 JOINT SEAL ASSEMBLY (MR 6") LF 500.0000 186,000.00 0.000 0.00 (S) 116 BAR REINFORCING STEEL (BRIDGE) LB 0.4400 3049,024.00 53,801.460 23,672.64 4,504,269.760 1,981,878.69 (SF) 117 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4500 402,258.15 72,730.170 32,728.58 679,361.380 305,712.62 (SF) 118 BAR REINFORCING STEEL (BOX CULVERT) LB 0.4000 626,640.00 88,265.400 35,306.16 1,410,455.905 564,182.36 (SF) 119 FURNISH SIGN STRUCTURE (TUBULAR) LB 1.9000 24,462.50 0.000 0.00 120 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.1700 2,188.75 0.000 0.00 (S) 121 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 2.0000 34,640.00 0.000 0.00 122 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.2300 3,983.60 0.000 0.00 (S) 123 FURNISH SIGN STRUCTURE (TRUSS) LB 1.5800 204,199.20 0.000 0.00 124 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1600 20,678.40 0.000 0.00 (S) 125 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 14,200.00 31.000 6,200.00 (S) (SIGN FOUNDATION) 126 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 225.0000 37,125.00 110.000 24,750.00 (S) (SIGN FOUNDATION) 127 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 275.0000 4,950.00 18.000 4,950.00 (S) SIGN FOUNDATION 128 METAL (BARRIER MOUNTED SIGN) LB 10.0000 12,300.00 0.000 0.00 (S) 129 ROADSIDE SIGN (METAL POST) EA 200.0000 10,600.00 0.000 0.00 130 ROADSIDE SIGN - ONE POST EA 150.0000 6,450.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 09:47 AM ESTIMATE NO. 20 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 06/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 ROADSIDE SIGN - TWO POST EA 200.0000 2,800.00 0.000 0.00 132 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,600.00 0.000 0.00 METHOD) 133 INSTALL ROADSIDE SIGN EA 1,500.0000 1,500.00 0.000 0.00 (LAMINATED WOOD BOX POST) 134 PAINT CONCRETE SURFACES SQFT 1.0000 54,000.00 0.000 0.00 (S) 135 PAINT CURB (2-COAT) LF 1.0000 6,800.00 0.000 0.00 136 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 137 18" ALTERNATIVE PIPE CULVERT LF 28.0000 10,360.00 216.000 6,048.00 374.000 10,472.00 138 24" ALTERNATIVE PIPE CULVERT LF 34.0000 360,400.00 956.000 32,504.00 4,898.000 166,532.00 139 30" ALTERNATIVE PIPE CULVERT LF 46.0000 53,820.00 371.000 17,066.00 140 36" ALTERNATIVE PIPE CULVERT LF 51.0000 201,450.00 410.000 20,910.00 2,050.000 104,550.00 141 42" ALTERNATIVE PIPE CULVERT LF 59.0000 19,470.00 120.000 7,080.00 142 48" ALTERNATIVE PIPE CULVERT LF 69.0000 8,970.00 138.000 9,522.00 143 12" REINFORCED CONCRETE PIPE LF 30.0000 4,500.00 144.000 4,320.00 144.000 4,320.00 144 18" REINFORCED CONCRETE PIPE LF 51.0000 43,860.00 160.000 8,160.00 526.000 26,826.00 145 24" REINFORCED CONCRETE PIPE LF 56.0000 85,680.00 240.000 13,440.00 987.000 55,272.00 146 30" REINFORCED CONCRETE PIPE LF 61.0000 3,050.00 24.000 1,464.00 54.000 3,294.00 147 36" REINFORCED CONCRETE PIPE LF 75.0000 99,000.00 16.000 1,200.00 1,212.000 90,900.00 148 42" REINFORCED CONCRETE PIPE LF 97.0000 11,640.00 0.000 0.00 149 48" REINFORCED CONCRETE PIPE LF 113.0000 67,800.00 614.000 69,382.00 150 72" REINFORCED CONCRETE PIPE LF 450.0000 9,000.00 20.000 9,000.00 151 JACKED 72" REINFORCED CONCRETE PIPE LF 885.0000 247,800.00 278.000 246,030.00 (CLASS III) 152 18" SLOTTED CORRUGATED STEEL PIPE LF 78.0000 103,740.00 0.000 0.00 (.168" THICK) 153 3" PLASTIC PIPE (EDGE DRAIN) LF 5.0000 112,500.00 3,635.000 18,175.00 12,134.000 60,670.00 154 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 20.0000 14,000.00 80.000 1,600.00 80.000 1,600.00 155 4" PLASTIC PIPE (SCHEDULE 80) LF 15.0000 960.00 0.000 0.00 156 24" DIAMETER AUTOMATIC FLAPGATE EA 1,100.0000 3,300.00 3.000 3,300.00 157 36" DIAMETER AUTOMATIC FLAPGATE EA 1,800.0000 1,800.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 09:47 AM ESTIMATE NO. 20 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 06/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 ROCK SLOPE PROTECTION CY 32.0000 20,480.00 1,036.000 33,152.00 (1/2 TON, METHOD B) 159 ROCK SLOPE PROTECTION CY 45.0000 14,400.00 762.000 34,290.00 (BACKING NO. 1, METHOD B) 160 SLOPE PAVING (CONCRETE) CY 200.0000 28,800.00 0.000 0.00 (F) 161 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 1,540.00 1,250.000 2,500.00 162 MINOR CONCRETE (MISCELLANEOUS CY 160.0000 344,000.00 47.000 7,520.00 935.360 149,657.60 CONSTRUCTION) 163 MINOR CONCRETE (STAMPED) SQYD 50.0000 40,500.00 0.000 0.00 164 FRAME AND COVER EA 275.0000 23,100.00 5.000 1,375.00 42.000 11,550.00 (S) 165 FRAME AND GRATE EA 275.0000 57,750.00 45.000 12,375.00 (S) 166 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 221,310.00 44,747.000 134,241.00 (SF) 167 CHAIN LINK FENCE (TYPE CL-6) LF 7.0000 69,160.00 475.000 3,325.00 (S) 168 CHAIN LINK FENCE (TYPE CL-6, LF 25.0000 3,000.00 0.000 0.00 (S) EXTENSION ARM, RAZOR RIBBON) 169 CHAIN LINK FENCE (TYPE CL-7, LF 30.0000 1,470.00 0.000 0.00 (S) EXTENSION ARM, RAZOR RIBBON) 170 SECURITY RAILING (RAZOR RIBBON) LF 20.0000 1,040.00 0.000 0.00 (S) 171 PICKET FENCING, OVERCROSSING LF 70.0000 215,180.00 0.000 0.00 (SF) 172 12' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 3,200.00 0.000 0.00 (S) 173 DELINEATOR (CLASS 1) EA 35.0000 4,550.00 0.000 0.00 174 MILEPOST MARKER EA 100.0000 400.00 0.000 0.00 175 OBJECT MARKER (TYPE K) EA 100.0000 1,000.00 0.000 0.00 176 OBJECT MARKER (TYPE L-1) EA 100.0000 400.00 0.000 0.00 177 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 17,000.00 62.500 1,250.00 (S) 178 CHAIN LINK RAILING (MODIFIED) LF 40.0000 16,000.00 0.000 0.00 (S) 179 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 180 PIPE HANDRAILING LF 100.0000 600.00 0.000 0.00 (S) 181 TUBULAR HANDRAILING LF 26.0000 12,740.00 0.000 0.00 (S) 182 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 183 CONCRETE BARRIER (TYPE 25A) LF 25.0000 26,750.00 0.000 0.00 (F) 184 CONCRETE BARRIER (TYPE 25A MODIFIED) LF 26.0000 1,170.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 8 DATE 06/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 09:47 AM ESTIMATE NO. 20 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 06/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 26A) LF 34.0000 37,740.00 0.000 0.00 (F) 186 CONCRETE BARRIER (TYPE 27A MODIFIED) LF 29.0000 15,254.00 0.000 0.00 (F) 187 CONCRETE BARRIER (TYPE 27SV) LF 33.0000 44,220.00 1,341.030 44,253.99 (F) 188 CONCRETE BARRIER (TYPE 28M2) LF 28.0000 30,800.00 0.000 0.00 (F) 189 CONCRETE BARRIER (TYPE 29M) LF 35.0000 109,095.00 0.000 0.00 (F) 190 CABLE RAILING LF 8.0000 7,840.00 96.000 768.00 96.000 768.00 (S) 191 CABLE ANCHOR ASSEMBLY EA 400.0000 2,400.00 1.000 400.00 (S) (BREAKAWAY, TYPE B) 192 ANCHOR ASSEMBLY (BREAKAWAY, TYPE M) EA 800.0000 8,800.00 1.000 800.00 (S) 193 TERMINAL SECTION (TYPE B) EA 50.0000 250.00 1.000 50.00 (S) 194 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 16,000.0000 16,000.00 0.000 0.00 (S) (G.R.E.A.T.) 195 CONCRETE BARRIER (TYPE 60) LF 38.0000 305,900.00 0.000 0.00 196 CONCRETE BARRIER (TYPE 60D) LF 32.0000 26,240.00 0.000 0.00 197 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 110.0000 121,000.00 0.000 0.00 198 CONCRETE BARRIER (TYPE 60E) LF 160.0000 187,200.00 0.000 0.00 199 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 40,590.00 1,660.000 547.80 (S) 200 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 6,747.00 0.000 0.00 (S) 201 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 7,980.00 0.000 0.00 (S) (BROKEN 12-3) 202 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6000 14,664.00 0.000 0.00 (S) 203 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 555.00 0.000 0.00 (S) (BROKEN 6-1) 204 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 189.00 0.000 0.00 (S) (BROKEN 36-12) 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 90.00 0.000 0.00 (S) (BROKEN 17-7) 206 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,560.00 0.000 0.00 (S) (BROKEN 36-12) 207 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 3,402.00 0.000 0.00 (S) 208 PAINT PAVEMENT MARKING SQFT 1.0000 3,080.00 0.000 0.00 (S) 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1500 8,395.00 158.000 181.70 (S) 210 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 18,990.00 32.000 96.00 (S) 211 SIGNAL AND LIGHTING (CITY LOCATION 1 LS 45,000.0000 45,000.00 0.905 40,725.00 (S) STAGE CONSTRUCTION) PROGRAM CAS145 PAGE 9 DATE 06/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 09:47 AM ESTIMATE NO. 20 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 06/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 SIGNAL AND LIGHTING (CITY LOCATION 1) LS 90,000.0000 90,000.00 0.050 4,500.00 0.200 18,000.00 (S) 213 SIGNAL AND LIGHTING (LOCATION 1) LS 70,000.0000 70,000.00 0.140 9,800.00 0.265 18,550.00 (S) 214 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.850 42,500.00 (S) (LOCATION 1 STAGE CONSTRUCTION) 215 SIGNAL AND LIGHTING LS 40,000.0000 40,000.00 0.060 2,400.00 0.930 37,200.00 (S) (LOCATION 2 STAGE CONSTRUCTION) 216 LIGHTING (CITY STREET) LS 140,000.0000 140,000.00 0.080 11,200.00 0.611 85,540.00 (S) 217 LIGHTING AND SIGN ILLUMINATION LS 160,000.0000 160,000.00 0.503 80,480.00 (S) 218 LIGHTING AND SIGN ILLUMINATION LS 95,000.0000 95,000.00 0.200 19,000.00 0.700 66,500.00 (S) (STAGE CONSTRUCTION) 219 CHANGEABLE MESSAGE SIGN SYSTEM LS 35,000.0000 35,000.00 0.300 10,500.00 (S) 220 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,000.0000 12,000.00 0.050 100.00 (S) 221 LIGHTING (BRIDGE) LS 40,000.0000 40,000.00 0.240 9,600.00 0.460 18,400.00 (S) 222 FIBER OPTIC COMMUNICATION SYSTEM LS 200,000.0000 200,000.00 0.050 10,000.00 0.699 139,800.00 (S) (FUTURE) 223 FIBER OPTIC COMMUNICATION SYSTEM LS 90,000.0000 90,000.00 0.100 9,000.00 0.100 9,000.00 (S) (CITY) 224 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.120 1,200.00 0.140 1,400.00 (S) 225 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.334 16,700.00 (S) 226 RAMP METERING SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.100 5,000.00 0.158 7,900.00 (S) 227 RAMP METERING SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 0.150 7,500.00 0.350 17,500.00 (S) 228 RAMP METERING SYSTEM (LOCATION 3) LS 52,000.0000 52,000.00 0.150 7,800.00 0.510 26,520.00 (S) 229 RAMP METERING SYSTEM (LOCATION A) LS 50,000.0000 50,000.00 0.020 1,000.00 (S) 230 24" REINFORCED CONCRETE PIPE (CLASS V) LF 60.0000 7,800.00 126.000 7,560.00 231 24" CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 232 RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 (STAGE CONSTRUCTION) PROGRAM CAS145 PAGE 10 DATE 06/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012634 TIME 09:47 AM ESTIMATE NO. 20 BID OPENING 10/23/97 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/99 R.E. NAME: VARIPAPA, MIKE DATE OF THIS ESTIMATE 06/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 866,778.28 23,114,450.08 ADJUSTMENT OF COMPENSATION 16,765.00 346,301.97 EXTRA WORK 55,849.88 501,247.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 939,393.16 23,961,999.12 233 MOBILIZATION LS 4768,359.0000 4768,359.00 0.050 238,417.95 1.000 4,768,359.00 ORIGINAL CONTRACT AMOUNT 48,636,410.70 TOTAL WORK COMPLETED 1,177,811.11 28,730,358.12 MATERIALS ON HAND ON SITE 928,126.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -6,021.74 TOTAL 1,177,811.11 29,652,463.28 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 12/10/97 1205 12/10/97 12/25/97 12/12/00 535 0 0 0 57% 50% PROGRESS IS SATISFACTORY VARIPAPA, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 06/22/99