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 04/06/00 EST. NO.54 TIME 10:53 AM R.E. NAME: LATHAM, FRANK 07-125604 --------------------------------------------------------------------------- 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 0411 282.00 E.W. @ F.A.(+) 082599 N A26 0 0422 106.98 091099 N A11 0 0427 228.38 011300 N 40.0 0 0428 258.94 122899 N 37.0 0 0429 453.68 121699 N 35.0 0 0430 200.49 122799 N 37.0 0 0431 220.53 121599 N 34.0 0 0432 400.97 011200 N 39.0 0 0433 949.06 120999 N 33.0 0 0434 138.08 120799 N 32.0 0 0435 251.97 120699 N 31.0 0 0436 949.06 120299 N 30.0 0 0437 946.10 120199 N 29.0 0 0438 931.53 112399 N 27.0 0 0439 751.24 111899 N 19M 0 0440 105.26 102899 N 9M 0 0441 492.34 101599 N 6M 0 0442 361.48 101499 N 5M 0 0443 265.89 091399 N 24.0 0 0444 501.23 011100 N 0038.8 0445 576.52 101899 N 000074 0446 589.21 110299 N 000104 0447 859.81 110199 N 0026.0 0448 946.10 113099 N 0028.0 0449 467.97 100699 N 8M 0 0450 578.99 100799 N 2M 0 0451 576.84 100899 N 3M 0 0452 578.99 100599 N 1M 0 0453 313.10 121996 N 54.0 0 0454 326.20 122096 N 55.0 0 0455 344.94 122396 N 56.0 0 0456 183.61 122496 N 57.0 0 0457 221.75 123096 N 58.0 0 0458 161.82 123196 N 59.0 0 0459 79.91 010297 N 60.0 0 0460 319.61 010697 N 61.0 0 0461 347.04 010797 N 62.0 0 0462 319.61 010997 N 64.0 0 0463 359.05 010897 N 63.0 0 0464 562.96 011797 N 70.0A0 0465 642.87 012397 N 365.00 0466 766.76 012497 N 72.0 0 0467 481.24 012797 N 73.0 0 0468 642.86 020797 N 0368.0 0469 237.42 020697 N 366.01 0470 507.32 020697 N 00367 1 0471 694.80 012997 N 75.0 1 0472 639.22 013097 N 76.0 1 0473 639.22 020397 N 79.0 1 0474 85.65 022797 N 1 0475 85.65 022697 N 11 PROGRAM CAS145 S C H E D U L E O F E X T R A O R K PAGE NO. 2 10 DATE 04/06/00 ST. NO.54 1 TIME 10:53 AM 0 R.E. NAME: LATHAM, FRANK 07-125604 0 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0476 85.65 022597 N 0 0477 62.81 022497 N 0 0478 83.74 022497 N 0 0479 89.18 022197 N 0 0480 83.74 022097 N 0 0481 185.77 021897 N 369.00 0482 323.25 021497 N 86.0 0 003 0005 20.39 E.W. @ L.S.(+) VAR N 0 021 0001 -72,199.80 A.C. @ U.P.(-) VAR N 0 029 0223 2,783.16 E.W. @ F.A.(+) 040299 N 0 0389 1,582.41 092899 N 0 0390 1,482.34 092999 N 0 0391 1,057.51 092399 N 0 0392 1,219.66 092799 N 0 0403 1,017.15 092199 N 0 0404 7,848.75 100199 N 0 0405 1,889.64 093099 N 0 0406 1,796.13 101899 N 0 0407 311.71 092499 N 0 0408 2,020.23 100499 N 0 0409 792.54 100599 N 0 0410 1,787.39 101399 N 0 0411 600.77 101999 N 0 0412 9,769.05 102199 N 0 0413 313.39 102599 N 0 0414 376.06 102899 N 0 0415 1,546.60 111699 N 0 0416 1,077.18 110499 N 0 0417 1,267.95 111099 N 0 0418 863.73 110599 N 0 0419 679.28 110399 N 0 0420 356.32 110199 N 0 0421 1,197.65 102799 N 0 0422 1,224.24 102699 N 0 0423 1,554.65 102299 N 0 0424 1,750.65 102099 N 0 0425 1,716.87 101299 N 0 0426 1,172.12 100199 N 0 0427 1,283.34 092299 N 0 0428 3,003.82 100799 N 0 0429 1,704.35 100899 N 0 0430 648.05 102199 N 0 0431 1,355.41 100699 N 0 0432 451.35 110399 N 11M 0 0433 2,022.21 110499 N 7 0 0434 930.67 110599 N 12M 0 0435 1,329.93 110599 N 000006 0436 440.14 110899 N 13M 0 0437 1,032.65 111699 N 000008 0438 176.78 111799 N 9 0 0439 488.29 111799 N 16M 0 1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 0 DATE 04/06/00 EST. NO.54 TIME 10:53 AM 0 R.E. NAME: LATHAM, FRANK 07-125604 0 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0440 217.02 111899 N 18M 0 0441 1,075.18 120299 N 000010 0442 855.11 120399 N 000011 0443 1,127.66 121099 N 0 0444 607.51 122799 N 0041.0 0445 440.33 011400 N 0043.0 0446 822.58 010300 N 0042.0 0447 8,633.63 041599 N 0 0448 338.96 122799 N 12 0 033 0037 -7,920.15 A.C. @ L.S.(-) VAR N 0 038 0230 208.72 E.W. @ F.A.(+) 122899 N 0044.0 0231 549.71 011400 N 0045.0 040 0004 105.36 E.W. @ F.A.(+) 121399 N 47.0 0 0005 862.76 121099 N 46.0 0 0006 477.94 060499 N 0 0007 351.58 060799 N 0 0008 234.37 060899 N 0 051 0002 1,255.73 A.C. @ U.P.(+) VAR N 0 055 0001 37,331.47 A.C. @ L.S.(+) VAR N 0 65,164.57 TOTAL THIS ESTIMATE 0 4,772,351.23 TOTAL PREVIOUS ESTIMATE 0 4,837,515.80 TOTAL TO DATE 1 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 0 DATE 04/06/00 EST. NO.54 TIME 10:53 AM 0 R.E. NAME: LATHAM, FRANK 07-125604 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 NON-COMPL:LTG@AQ.DUL -10,000.00 09 NON COMPL.LTG@AQ.DUL 10,000.00 13 UNSAFE WORK PRAC/STR -20,000.00 15 UNACCEPT SAW JTS PCC -10,000.00 19 UNSAFE WORK PRAC/STR 10,000.00 19 SWPPP ORTIZ -10,000.00 20 UNACCEPT SAW JTS PCC 10,000.00 20 UNSAFE WORK PRAC/STR 10,000.00 20 SWPPP ORTIZ 10,000.00 21 PCCP SAWING DEFICIT -10,000.00 23 MBGR AT SAND CYN -10,000.00 25 PCCP SAWING DEFICIT 10,000.00 25 STRIPE MAINTENANCE -10,000.00 25 UNSAFE WORK -ORTIZ -20,000.00 25 MBGR AT SAND CYN 10,000.00 26 NON MATAINING ELEC -10,000.00 26 UNSAFE WORK -ORTIZ 20,000.00 26 DMG.EXIST.VEG.-ORTIZ -10,000.00 28 STRIPE MAINTENANCE 10,000.00 29 DAMAGE TO PAVE-ORTIZ -20,000.00 30 NON MATAINING ELEC 10,000.00 30 DAMAGE TO PAVE-ORTIZ 20,000.00 31 NON PERF.SOLEDAD OFF -50,000.00 31 NON PERF.SOLEDAD OFF 50,000.00 32 DMG.EXIST.VEG.-ORTIZ 10,000.00 38 CCO #32-ANCHOR BOLTS -3,536.42 54 CCO #57 PENDING -47,000.00 54 -50,536.42 -50,536.42 0 LABOR COMPLIANCE VIOLATION 0 VAR PRS -10,000.00 16 VAR PRS 10,000.00 17 PAC.COAST A.C. -10,000.00 19 PAC.COAST A.C. 10,000.00 20 NORTHWEST SAVALA -10,000.00 25 NORTHWEST SAVALA 10,000.00 28 NORTHWEST -10,000.00 31 NORTHWEST 10,000.00 34 WESTCOAST -10,000.00 36 WESTCOAST 10,000.00 37 J.M.C. -10,000.00 42 J.M.C. 10,000.00 43 CALIF.TRUCK MERLI -6,503.10 44 CALIF.TRUCK,C.W. -7,055.65 45 CALIF.TRUCK MERLI 6,503.10 46 CALIF.TRUCK,C.W. 7,055.65 46 STERNDAHL -10,000.00 49 STERNDAHL 10,000.00 50 1 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 0 DATE 04/06/00 EST. NO.54 TIME 10:53 AM 0 R.E. NAME: LATHAM, FRANK 07-125604 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- VISTA MALCLM VILLEGS -5,662.16 50 VILLEGAS -2,350.86 52 VILLEGAS 2,350.86 53 VISTA MALCLM VILLEGS 5,662.16 53 0.00 0.00 0 OTHER OUTSTANDING DOCUMENTS 0 DVBE & FHWA-47 -10,000.00 54 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -60,536.42 -60,536.42 1PROGRAM CAS145 PAGE DATE 04/06/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-12560 TIME 10:53 AM ESTIMATE NO. 5 BID OPENING 05/23/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/16/0 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 04/06/0 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 07-LA-14-33.4/44.0 ---------------------------------------- FCI CONSTRUCTORS IN LOS ANGELES COUNTY IN AND NEAR P.O. BOX 33484 SANTA CLARITA FROM SAND CANYON GRANADA HILLS, CA 91344 ROAD OVERCROSSING TO 0.7 MILE NORTH OF ESCONDIDO CANYON ROAD OVERCROSSING FED. AID NO. CMLN-6207(14)Y ,STPL-6207(14)Y ,N-6207(14)Y WIDEN FREEWAY AND BRIDGES ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 10,000.0000 10,000.00 1.000 10,000.0 002 TEMPORARY FENCE LF 5.0000 1,200.00 240.000 1,200.0 003 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 1.000 35,000.0 004 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000.0 005 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.010 4,000.00 1.000 400,000.0 006 TYPE III BARRICADE EA 100.0000 2,200.00 23.000 2,300.0 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.8000 546,400.00 -33,167.000 -26,533.60 572,859.000 458,287.2 008 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 5.0000 3,350.00 -472.000 -2,360.00 1,799.300 8,996.5 009 CHANNELIZER (SURFACE MOUNTED) EA 22.0000 22,880.00 -48.000 -1,056.00 637.000 14,014.0 010 TEMPORARY PAVEMENT MARKER EA 2.0000 23,200.00 13,184.000 26,368.0 011 TEMPORARY RAILING (TYPE K) LF 4.5000 1003,500.00 239,700.000 1,078,650.0 012 TEMPORARY CRASH CUSHION MODULE EA 300.0000 237,000.00 -12.000 -3,600.00 871.000 261,300.0 013 REMOVE FENCE (TYPE BW) LF 2.0000 1,760.00 830.000 1,660.0 014 REMOVE CHAIN LINK FENCE LF 4.0000 1,000.00 250.000 1,000.0 015 REMOVE TRAFFIC STRIPE LF 0.5000 4,750.00 1,612.000 806.0 016 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 39,480.00 2,632.000 1,052.80 223,548.000 89,419.2 017 REMOVE PAVEMENT MARKING SQFT 3.0000 390.00 178.000 534.0 018 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND SQFT 2.0000 2,700.00 652.000 1,304.0 PAVEMENT MARKING 019 REMOVE CONTRAST TREATMENT SQFT 0.5000 9,000.00 700.000 350.0 020 REMOVE PAVEMENT MARKER EA 0.6000 2,364.00 -1,091.000 -654.60 18,183.000 10,909.8 021 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,800.00 13.000 1,300.0 022 REMOVE ROADSIDE SIGN (METAL POST) EA 100.0000 700.00 8.000 800.0 1PROGRAM CAS145 PAGE DATE 04/06/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-12560 TIME 10:53 AM ESTIMATE NO. 5 BID OPENING 05/23/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/16/0 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 04/06/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 023 REMOVE DRAINAGE FACILITIES LS 50,000.0000 50,000.00 1.000 50,000.0 024 SALVAGE DOUBLE THRIE BEAM BARRIER LF 4.5000 46,350.00 10,069.000 45,310.5 025 SALVAGE METAL BEAM GUARD RAILING LF 4.0000 4,800.00 625.000 2,500.0 026 RECONSTRUCT FENCE LF 3.0000 390.00 125.000 375.00 125.000 375.0 027 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 11.0000 2,200.00 200.000 2,200.0 028 RECONSTRUCT METAL BEAM GUARD RAILING LF 11.0000 204,600.00 16,437.500 180,812.5 029 RELOCATE CONCRETE BARRIER (TYPE K) LF 3.0000 28,380.00 9,460.000 28,380.0 030 RELOCATE ROADSIDE SIGN EA 175.0000 5,775.00 27.000 4,725.0 031 RELOCATE ROADSIDE SIGN (METAL POST) EA 175.0000 350.00 1.000 175.0 032 ADJUST INLET TO GRADE EA 700.0000 70,000.00 -19.000 -13,300.00 93.000 65,100.0 033 ADJUST MANHOLE TO GRADE EA 900.0000 11,700.00 14.000 12,600.0 034 MODIFY BRIDGE MOUNTED SIGN STRUCTURE EA 1,500.0000 1,500.00 1.000 1,500.0 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.2500 16,942.50 4,277.610 9,624.6 (.15' MAXIMUM) 036 REMOVE CONCRETE CURB AND SIDEWALK CY 28.0000 20,160.00 -252.700 -7,075.60 466.910 13,073.4 037 REMOVE CONCRETE BARRIER LF 2.0000 59,400.00 29,625.000 59,250.0 038 CAP INLET EA 550.0000 32,450.00 0.500 275.00 61.000 33,550.0 039 CAP MANHOLE EA 2,000.0000 2,000.00 -1.000 -2,000.00 3.000 6,000.0 040 BRIDGE REMOVAL LS 70,000.0000 70,000.00 1.000 70,000.0 041 BRIDGE REMOVAL (PORTION), LOCATION A LS 23,000.0000 23,000.00 1.000 23,000.0 042 BRIDGE REMOVAL (PORTION), LOCATION B LS 28,000.0000 28,000.00 1.000 28,000.0 043 BRIDGE REMOVAL (PORTION), LOCATION C LS 39,000.0000 39,000.00 1.000 39,000.0 044 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000.0 045 BRIDGE REMOVAL (PORTION), LOCATION E LS 28,000.0000 28,000.00 1.000 28,000.0 046 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,000.0 047 ROADWAY EXCAVATION CY 6.2500 1568,750.00 13.000 81.25 238,656.600 1,491,603.7 048 ROCK EXCAVATION CY 40.0000 544,000.00 0.000 0.0 049 ROCK SCALING CY 3.0000 33,600.00 0.000 0.0 1PROGRAM CAS145 PAGE DATE 04/06/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-12560 TIME 10:53 AM ESTIMATE NO. 5 BID OPENING 05/23/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/16/0 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 04/06/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 050 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 105,060.00 5,253.000 105,060.0 (F) 051 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 10,200.00 330.000 9,900.0 052 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 87,500.00 3,500.000 87,500.0 (F) 053 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 13,250.00 519.000 12,975.0 054 PERVIOUS BACKFILL MATERIAL (RETAINING CY 45.0000 2,250.00 30.000 1,350.0 WALL) 055 HIGHWAY PLANTING LS 15,000.0000 15,000.00 1.000 15,000.0 056 STRAW (EROSION CONTROL) TON 175.0000 2,975.00 9.460 1,655.5 057 SEED (EROSION CONTROL) LB 35.0000 7,700.00 214.180 7,496.3 058 COMMERCIAL FERTILIZER (EROSION CONTROL) LB 1.0000 850.00 641.000 641.0 059 PLANT (GROUP W) EA 20.0000 6,000.00 300.000 6,000.0 060 PLANT ESTABLISHMENT WORK LS 4,000.0000 4,000.00 1.000 4,000.0 061 CLASS 4 AGGREGATE SUBBASE CY 17.0000 18,700.00 -100.000 -1,700.00 1,504.000 25,568.0 062 CLASS 2 AGGREGATE BASE CY 20.0000 66,000.00 -34.640 -692.80 3,807.000 76,140.0 063 AGGREGATE BASE (APPROACH SLAB) CY 50.0000 4,750.00 1.000 50.00 1.000 50.0 064 CLASS 3 AGGREGATE BASE CY 9.0000 972,000.00 -270.000 -2,430.00 97,539.800 877,858.2 065 LEAN CONCRETE BASE CY 46.0000 1315,600.00 27,942.560 1,285,357.7 066 CEMENT TREATED PERMEABLE BASE CY 44.0000 1113,200.00 -214.330 -9,430.52 19,787.000 870,628.0 067 ASPHALT CONCRETE (TYPE B) TON 29.0000 316,100.00 13,124.410 380,607.8 068 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 9.0000 46,170.00 5,242.000 47,178.0 AREA) 069 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 0.6000 32,520.00 689.000 413.40 49,983.000 29,989.8 070 PLACE ASPHALT CONCRETE DIKE (TYPE B) LF 0.6000 4,560.00 180.000 108.0 071 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 0.6000 13,320.00 2,106.000 1,263.60 17,750.000 10,650.0 072 CONCRETE PAVEMENT CY 51.0000 5763,000.00 94,755.230 4,832,516.7 073 DRILL AND GROUT TIE BAR EA 5.0000 425,500.00 77,601.000 388,005.0 074 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 21.0000 8,820.00 322.000 6,762.0 075 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 25.0000 57,750.00 2,290.000 57,250.0 (S) 076 16" CAST-IN-DRILLED-HOLE CONCRETE LF 18.0000 192,780.00 10,920.000 196,560.0 PILING (SOUND WALL) 1PROGRAM CAS145 PAGE DATE 04/06/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-12560 TIME 10:53 AM ESTIMATE NO. 5 BID OPENING 05/23/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/16/0 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 04/06/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 077 TIEDOWN ANCHOR EA 3,000.0000 144,000.00 48.000 144,000.0 (S) 078 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 338,700.00 1,129.000 338,700.0 (F) 079 STRUCTURAL CONCRETE, BRIDGE CY 465.0000 1808,850.00 3,882.000 1,805,130.0 (F) 080 STRUCTURAL CONCRETE, RETAINING WALL CY 275.0000 52,250.00 179.000 49,225.0 081 STRUCTURAL CONCRETE, SEISMIC APPROACH CY 300.0000 72,900.00 243.000 72,900.0 (F) SLAB (TYPE N) 082 STRUCTURAL CONCRETE, SEISMIC APPROACH CY 300.0000 114,000.00 402.000 120,600.0 SLAB (TYPE R) 083 STRUCTURAL CONCRETE, APPROACH SLAB CY 360.0000 270,360.00 751.000 270,360.0 (F) (TYPE N) 084 STRUCTURAL CONCRETE, APPROACH SLAB CY 330.0000 250,800.00 835.000 275,550.0 (TYPE R) 085 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 403,000.00 -20.350 -20,350.00 381.010 381,010.0 086 MINOR CONCRETE (BACKFILL) CY 85.0000 4,675.00 67.730 5,757.0 087 PAVING NOTCH EXTENSION CY 1,800.0000 55,800.00 25.770 46,386.0 088 DRILL AND BOND DOWEL LF 15.0000 31,050.00 2,286.000 34,290.0 089 FURNISH PRECAST CONCRETE GIRDER EA 3,000.0000 42,000.00 14.000 42,000.0 (30'-40') 090 FURNISH PRECAST CONCRETE DECK UNIT EA 1,500.0000 58,500.00 39.000 58,500.0 (SLAB TYPE) (20'-30') 091 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,500.0000 121,500.00 27.000 121,500.0 GIRDER (40'-50') 092 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,500.0000 49,500.00 9.000 49,500.0 GIRDER (50'-60') 093 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 28,000.00 4.000 28,000.0 GIRDER (60'-70') 094 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 126,000.00 3.000 21,000.0 GIRDER (70'-80') 095 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,000.0000 180,000.00 0.000 0.0 GIRDER (100'-110') 096 FURNISH PRECAST PRESTRESSED CONCRETE EA 2,500.0000 90,000.00 36.000 90,000.0 DECK UNIT (SLAB TYPE) (30'-40') 097 ERECT PRECAST CONCRETE GIRDER EA 500.0000 7,000.00 14.000 7,000.0 (S) 098 ERECT PRECAST CONCRETE DECK UNIT EA 600.0000 23,400.00 39.000 23,400.0 (S) 099 ERECT PRECAST PRESTRESSED CONCRETE EA 600.0000 43,800.00 43.000 25,800.0 (S) GIRDER 100 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 600.0000 21,600.00 36.000 21,600.0 (S) UNIT 101 REFINISH BRIDGE DECK SQFT 25.0000 11,750.00 396.000 9,900.0 102 SOUND WALL (BARRIER) SQFT 22.0000 30,162.00 1,371.000 30,162.0 (F) (CAST-IN-PLACE CONCRETE) 103 SOUND WALL (MASONRY BLOCK) SQFT 6.7500 390,150.00 9,044.000 61,047.00 53,135.400 358,663.9 1PROGRAM CAS145 PAGE DATE 04/06/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-12560 TIME 10:53 AM ESTIMATE NO. 5 BID OPENING 05/23/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/16/0 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 04/06/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 104 WATERSTOP LF 10.0000 160.00 16.000 160.0 105 JOINT SEAL (MR 1/2") LF 20.0000 16,400.00 780.000 15,600.0 (S) 106 JOINT SEAL (TYPE B-MR 1") LF 22.0000 18,920.00 841.500 18,513.0 (S) 107 BAR REINFORCING STEEL (BRIDGE) LB 0.4600 578,450.00 1,257,500.000 578,450.0 (SF) 108 BAR REINFORCING STEEL (RETAINING WALL) LB 0.5000 5,000.00 9,620.000 4,810.0 109 FURNISH SIGN STRUCTURE LB 2.0000 56,400.00 0.000 0.0 (TUBULAR MODIFIED) 110 INSTALL SIGN STRUCTURE LB 0.4000 11,280.00 0.000 0.0 (TUBULAR MODIFIED) 111 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 2.0000 10,150.00 5,075.000 10,150.0 112 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 2,537.50 5,075.000 2,537.5 113 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 11,400.00 52,250.000 104,500.0 114 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 1,425.00 52,250.000 13,062.5 115 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 1,650.00 330.000 1,650.0 WITHOUT WALKWAY) 116 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 990.00 330.000 990.0 WITHOUT WALKWAY) 117 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 24,000.00 85.000 17,000.0 (SIGN FOUNDATION) 118 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 8,000.00 74.000 18,500.0 (SIGN FOUNDATION) 119 METAL (RAIL MOUNTED SIGN) LB 7.0000 15,120.00 1,862.000 13,034.0 120 ROADSIDE SIGN - ONE POST EA 200.0000 2,800.00 1.000 200.00 6.000 1,200.0 121 ROADSIDE SIGN - TWO POST EA 350.0000 3,150.00 5.000 1,750.0 122 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 600.00 3.000 300.0 METHOD) 123 INSTALL SIGN OVERLAY SQFT 15.0000 2,100.00 125.000 1,875.0 124 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 8.0000 2,240.00 280.000 2,240.0 125 INSTALL ROADSIDE SIGN EA 1,100.0000 14,300.00 12.000 13,200.0 (LAMINATED WOOD BOX POST) 126 18" ALTERNATIVE PIPE CULVERT LF 45.0000 32,850.00 -52.000 -2,340.00 570.000 25,650.0 127 24" ALTERNATIVE PIPE CULVERT LF 60.0000 25,800.00 -214.000 -12,840.00 426.000 25,560.0 128 12" PLASTIC PIPE LF 30.0000 14,100.00 476.000 14,280.0 129 18" REINFORCED CONCRETE PIPE LF 50.0000 50,500.00 -48.000 -2,400.00 964.000 48,200.0 130 24" REINFORCED CONCRETE PIPE LF 60.0000 199,800.00 38.000 2,280.00 3,338.000 200,280.0 1PROGRAM CAS145 PAGE DATE 04/06/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-12560 TIME 10:53 AM ESTIMATE NO. 5 BID OPENING 05/23/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/16/0 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 04/06/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 131 27" REINFORCED CONCRETE PIPE LF 60.0000 480.00 8.000 480.0 132 18" SLOTTED CORRUGATED STEEL PIPE LF 60.0000 15,000.00 214.000 12,840.0 (.079" THICK) 133 3" PLASTIC PIPE (EDGE DRAIN) LF 4.2500 429,250.00 91,358.950 388,275.5 134 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 37.0000 166,500.00 5,077.500 187,867.5 135 ENTRANCE TAPER EA 400.0000 2,000.00 -2.000 -800.00 3.000 1,200.0 136 18" ALTERNATIVE PIPE DOWNDRAIN LF 60.0000 27,000.00 -452.000 -27,120.00 284.000 17,040.0 137 24" ALTERNATIVE PIPE DOWNDRAIN LF 60.0000 7,800.00 126.000 7,560.0 138 ROCK SLOPE PROTECTION CY 125.0000 5,000.00 27.300 3,412.5 (FACING, METHOD B) 139 SLOPE PAVING (CONCRETE) CY 330.0000 23,100.00 77.000 25,410.0 (F) 140 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 150.0000 43,500.00 -22.000 -3,300.00 297.740 44,661.0 AND DRIVEWAY) 141 MINOR CONCRETE (GUTTER) CY 200.0000 1,800.00 9.500 1,900.0 142 MISCELLANEOUS IRON AND STEEL LB 1.0000 45,900.00 -2,574.000 -2,574.00 42,491.000 42,491.0 143 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 1,590.00 530.000 1,590.0 (SF) 144 CHAIN LINK FENCE (MODIFIED) LF 7.0000 29,610.00 0.000 0.0 145 CHAIN LINK FENCE (TYPE CL-6) LF 7.0000 2,800.00 290.000 2,030.0 146 GROUND ANCHOR (TYPE A) EA 900.0000 18,900.00 21.000 18,900.0 147 WIRE MESH SQYD 40.0000 68,000.00 1,700.000 68,000.0 148 INSTALL MEDIAN MILEAGE PANEL EA 50.0000 4,900.00 92.000 4,600.0 149 METAL BEAM GUARD RAILING (WOOD POST) LF 15.0000 274,500.00 17,901.000 268,515.0 150 CHAIN LINK RAILING (TYPE 7) LF 30.0000 14,370.00 479.000 14,370.0 (SF) 151 CONCRETE BARRIER (TYPE 25) LF 40.0000 60,160.00 50.000 2,000.00 1,504.000 60,160.0 (F) 152 CONCRETE BARRIER (TYPE 26) LF 90.0000 43,110.00 479.000 43,110.0 (F) 153 CONCRETE BARRIER (TYPE 27SV) LF 50.0000 182,500.00 3,529.000 176,450.0 154 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 45.0000 5,445.00 121.000 5,445.0 (F) 155 CONCRETE BARRIER (TYPE 50W MODIFIED) LF 43.0000 1075,000.00 28,140.000 1,210,020.0 156 CONCRETE BARRIER (TYPE 50) LF 16.0000 190,400.00 12,608.000 201,728.0 157 CONCRETE BARRIER (TYPE 50A) LF 16.0000 15,424.00 1.000 16.00 964.000 15,424.0 (F) 1PROGRAM CAS145 PAGE DATE 04/06/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-12560 TIME 10:53 AM ESTIMATE NO. 5 BID OPENING 05/23/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/16/0 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 04/06/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 158 CONCRETE BARRIER (TYPE 50C) LF 18.0000 166,320.00 8,300.000 149,400.0 159 CONCRETE BARRIER (TYPE 50D) LF 30.0000 8,400.00 200.000 6,000.00 649.000 19,470.0 160 CONCRETE BARRIER (TYPE 50E) LF 90.0000 18,900.00 800.000 72,000.0 161 CONCRETE BARRIER (TYPE 50F) LF 100.0000 52,000.00 0.000 0.0 162 CABLE RAILING LF 15.0000 5,550.00 379.000 5,685.0 (F) 163 BURIED POST ANCHOR EA 150.0000 2,700.00 22.000 3,300.0 164 CABLE ANCHOR ASSEMBLY EA 600.0000 19,200.00 4.000 2,400.0 (BREAKAWAY, TYPE A) 165 CABLE ANCHOR ASSEMBLY EA 500.0000 15,500.00 33.000 16,500.0 (BREAKAWAY, TYPE B) 166 TERMINAL SECTION (TYPE C) EA 100.0000 2,500.00 4.000 400.0 167 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 125,100.00 450,621.000 135,186.3 168 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,900.00 7,753.000 7,753.0 169 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 26,100.00 6,613.000 19,839.0 170 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 560.00 1,395.000 558.0 (BROKEN 17-7) 171 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 10,400.00 11,700.000 11,700.0 (BROKEN 36-12) 172 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1000 11,800.00 158,167.000 15,816.7 173 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 21,450.00 -544.000 -816.00 3,972.000 5,958.0 174 PAVEMENT MARKER (REFLECTIVE) EA 2.5000 37,750.00 -400.000 -1,000.00 17,098.000 42,745.0 175 SIGNAL AND LIGHTING LS 60,000.0000 60,000.00 1.000 60,000.0 176 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 1.000 200,000.0 177 LIGHTING CONDUIT (BRIDGE) LS 10,000.0000 10,000.00 1.000 10,000.0 178 COMMUNICATION CONDUIT (BRIDGE) LS 33,000.0000 33,000.00 1.000 33,000.0 179 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 1.000 25,000.0 180 TRAFFIC MONITORING STATION (LOCATION 2) LS 30,000.0000 30,000.00 1.000 30,000.0 181 TRAFFIC MONITORING STATION (LOCATION 3) LS 33,000.0000 33,000.00 1.000 33,000.0 182 TRAFFIC MONITORING STATION (LOCATION 4) LS 30,000.0000 30,000.00 1.000 30,000.0 183 TRAFFIC MONITORING STATION (LOCATION 5) LS 33,000.0000 33,000.00 1.000 33,000.0 184 TRAFFIC MONITORING STATION (LOCATION 6) LS 33,000.0000 33,000.00 1.000 33,000.0 1PROGRAM CAS145 PAGE DATE 04/06/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-12560 TIME 10:53 AM ESTIMATE NO. 5 BID OPENING 05/23/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/16/0 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 04/06/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -65,319.07 23,464,402.2 0 ADJUSTMENT OF COMPENSATION -41,532.75 464,363.6 0 EXTRA WORK 106,697.32 4,373,152.1 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION -154.50 28,301,918.0 0185 MOBILIZATION LS 2714,000.0000 2714,000.00 1.000 2,714,000.0 0 ORIGINAL CONTRACT AMOUNT 28,354,615.00 0 TOTAL WORK COMPLETED -154.50 31,015,918.0 0 MATERIALS ON HAND ON SITE 0.0 0 MATERIALS ON HAND ELSEWHERE 0.0 0 DEDUCTIONS -60,536.42 -60,536.4 0 TOTAL -60,690.92 30,955,381.6 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 0 07/12/96 680 08/06/96 07/29/96 02/16/00 747 138 18 187 100% 100% 0 LATHAM, FRANK RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 04/06/00