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 07/27/99 EST. NO.47 TIME 10:52 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 0375 422.40 E.W. @ F.A.(+) 061199 N 30.0 0 006 0069 377.66 E.W. @ F.A.(+) 042999 N 000000 011 0002 208.40 E.W. @ U.P (+) VAR N 6.0 0 0003 2,539.60 VAR N 4.0 0 0004 736.00 VAR N 3.0 0 0005 853.60 VAR N 7.0 0 0006 96.00 VAR N 5.0 0 029 0082-3 -11,235.61 E.W. @ F.A.(+) 030999 N 0060.0 DAO CORRECTING ENTRY 0083-1 -11,215.37 031099 N 57.0 0 DAO CORRECTING ENTRY 0083-2 12,516.39 031099 N 57.0 0 DAO CORRECTING ENTRY 0086-3 -12,890.70 031199 N 0055.0 DAO CORRECTING ENTRY 0086-4 13,004.09 031199 N 0055.0 DAO CORRECTING ENTRY 0097-1 -907.43 022299 N 0071.0 DAO CORRECTING ENTRY 0097-2 1,064.73 022299 N 0071.0 DAO CORRECTING ENTRY 0153-1 -6,823.42 033199 N 0107.0 DAO CORRECTING ENTRY 0153-2 7,921.40 033199 N 0107.0 DAO CORRECTING ENTRY 0183-1 -7,816.69 033099 N 0105.0 DAO CORRECTING ENTRY 0184-1 -8,227.54 040599 N 113.00 DAO CORRECTING ENTRY 0184-2 9,268.91 040599 N 113.00 DAO CORRECTING ENTRY 0187-1 -10,610.60 041999 N 0008.0 DAO CORRECTING ENTRY 0187-2 11,307.55 041999 N 0008.0 DAO CORRECTING ENTRY 0190-1 -1,411.96 042199 N 151.00 DAO CORRECTING ENTRY 0190-2 1,595.54 042199 N 151.00 DAO CORRECTING ENTRY 0191-1 -1,227.31 021199 N 131A 0 DAO CORRECTING ENTRY 0191-2 2,282.47 021199 N 131A 0 DAO CORRECTING ENTRY 0204-1 -7,214.00 041599 N 128.00 DAO CORRECTING ENTRY 0204-2 8,238.05 041599 N 128.00 DAO CORRECTING ENTRY 0208-1 -4,309.25 042299 N 0157.0 DAO CORRECTING ENTRY 0208-2 4,798.81 042299 N 0157.0 DAO CORRECTING ENTRY 0210-1 -7,465.68 042699 N 159.00 DAO CORRECTING ENTRY 0210-2 7,955.24 042699 N 159.00 DAO CORRECTING ENTRY 0211-1 -11,200.08 042799 N 161.00 DAO CORRECTING ENTRY 0211-2 11,689.64 042799 N 161.00 DAO CORRECTING ENTRY 0214-1 -7,744.76 042899 N 0162.0 DAO CORRECTING ENTRY 0214-2 8,400.22 042899 N 0162.0 DAO CORRECTING ENTRY 0224-1 -5,773.97 041799 N 130.00 DAO CORRECTING ENTRY 0226-1 -454.19 032299 N 141.00 DAO CORRECTING ENTRY 0226-2 587.22 032299 N 141.00 DAO CORRECTING ENTRY 0232-1 -5,910.93 043099 N 165.00 DAO CORRECTING ENTRY 0232-2 6,400.49 043099 N 165.00 DAO CORRECTING ENTRY 0233-1 -6,574.19 050399 N 0174.0 DAO CORRECTING ENTRY 0233-2 7,515.28 050399 N 0174.0 DAO CORRECTING ENTRY 0234-1 -6,136.74 050499 N 173.00 DAO CORRECTING ENTRY 0234-2 7,047.29 050499 N 173.00 DAO CORRECTING ENTRY 0236-1 -6,455.28 050599 N 0170.0 DAO CORRECTING ENTRY 0236-2 7,396.37 050599 N 0170.0 DAO CORRECTING ENTRY 0238-1 -5,702.22 050699 N 169.00 DAO CORRECTING ENTRY 0238-2 6,643.32 050699 N 169.00 DAO CORRECTING ENTRY 0319 1,830.48 061799 N 0242.0 0321 2,279.63 052199 N 000000 0322 1,054.68 060899 N 000000 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 07/27/99 EST. NO.47 TIME 10:52 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 --------------------------------------------------------------------------- 0323 2,056.03 051199 N 000000 0325 157.30 022499 N 000691 0327 133.03 022699 N 000641 0328 647.77 062199 N 0244.0 0329 157.30 022599 N 0067A0 0330 133.03 031199 N 0121A0 0339 2,151.20 050599 N 000000 0343 134.18 041499 N 000000 038 0212 1,250.31 E.W. @ F.A.(+) 060299 N 0128.0 0213 453.43 060799 N 0130.0 0214 2,116.54 060499 N 0132.0 0215 1,241.48 060899 N 006.00 0216 1,114.44 060999 N 131.00 0217 540.11 061899 N 0135.0 0218 199.57 062299 N 0136.0 0219 287.20 062399 N 0137.0 0220 7,637.96 041699 N 000000 0221 99.77 031999 N 001111 0222 3,368.56 051099 N 123.00 0223 773.20 052799 N 000126 0224 782.77 061699 N 001331 0225 812.46 061799 N 0134.0 0226 492.85 111798 N 0006.0 042 0003 1,485.93 E.W. @ F.A.(+) 060299 N 0012.0 0004 1,331.49 060199 N 010.00 0005 1,158.61 052799 N 0008.0 0006 2,518.52 051999 N 0006.0 0007 4,407.04 051999 N 0011.0 046 0008 96.64 E.W. @ F.A.(+) 020299 N 0009.0 0009 337.67 020299 N 010.00 047 0013-1 -1,821.02 E.W. @ F.A.(+) 032699 N 0007.0 DAO CORRECTING ENTRY 0013-2 1,943.41 032699 N 0007.0 DAO CORRECTING ENTRY 0019 79.19 122398 N 0007.0 048 0041 8,848.41 E.W. @ F.A.(+) 040699 N 000000 0042 1,708.91 041699 N 000000 0043 1,240.09 041399 N 000000 0044 1,123.74 042199 N 0036.0 0045 2,144.15 041499 N 000000 0046 386.59 061499 N 0239.0 0047 1,944.19 060899 N 038.00 0048 483.25 060999 N 039.00 0049 238.55 061499 N 0040.0 0050 1,123.74 042799 N 0037.0 049 0001 2,266.41 E.W. @ F.A.(+) 032299 N 000001 0002 1,856.25 032399 N 000002 60,365.79 TOTAL THIS ESTIMATE 3,959,022.56 TOTAL PREVIOUS ESTIMATE 4,019,388.35 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 07/27/99 EST. NO.47 TIME 10:52 AM R.E. NAME: LATHAM, FRANK 07-125604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 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 0.00 0.00 LABOR COMPLIANCE VIOLATION 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/27/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125604 TIME 10:52 AM ESTIMATE NO. 47 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 07/20/99 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 07/27/99 LOCATION PROGRESS ESTIMATE 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 10,000.0000 10,000.00 0.960 9,600.00 002 TEMPORARY FENCE LF 5.0000 1,200.00 240.000 1,200.00 003 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 0.990 34,650.00 004 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.020 1,000.00 1.000 50,000.00 005 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.950 380,000.00 006 TYPE III BARRICADE EA 100.0000 2,200.00 23.000 2,300.00 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.8000 546,400.00 606,026.000 484,820.80 008 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 5.0000 3,350.00 2,271.300 11,356.50 009 CHANNELIZER (SURFACE MOUNTED) EA 22.0000 22,880.00 685.000 15,070.00 010 TEMPORARY PAVEMENT MARKER EA 2.0000 23,200.00 13,184.000 26,368.00 011 TEMPORARY RAILING (TYPE K) LF 4.5000 1003,500.00 239,700.000 1,078,650.00 012 TEMPORARY CRASH CUSHION MODULE EA 300.0000 237,000.00 883.000 264,900.00 013 REMOVE FENCE (TYPE BW) LF 2.0000 1,760.00 0.000 0.00 014 REMOVE CHAIN LINK FENCE LF 4.0000 1,000.00 250.000 1,000.00 015 REMOVE TRAFFIC STRIPE LF 0.5000 4,750.00 1,170.000 585.00 016 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 39,480.00 146,989.000 58,795.60 017 REMOVE PAVEMENT MARKING SQFT 3.0000 390.00 178.000 534.00 018 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND SQFT 2.0000 2,700.00 226.000 452.00 PAVEMENT MARKING 019 REMOVE CONTRAST TREATMENT SQFT 0.5000 9,000.00 700.000 350.00 020 REMOVE PAVEMENT MARKER EA 0.6000 2,364.00 16,550.000 9,930.00 021 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,800.00 4.000 400.00 022 REMOVE ROADSIDE SIGN (METAL POST) EA 100.0000 700.00 1.000 100.00 PROGRAM CAS145 PAGE 2 DATE 07/27/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125604 TIME 10:52 AM ESTIMATE NO. 47 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 07/20/99 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 07/27/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE DRAINAGE FACILITIES LS 50,000.0000 50,000.00 1.000 50,000.00 024 SALVAGE DOUBLE THRIE BEAM BARRIER LF 4.5000 46,350.00 10,069.000 45,310.50 025 SALVAGE METAL BEAM GUARD RAILING LF 4.0000 4,800.00 625.000 2,500.00 026 RECONSTRUCT FENCE LF 3.0000 390.00 0.000 0.00 027 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 11.0000 2,200.00 200.000 2,200.00 028 RECONSTRUCT METAL BEAM GUARD RAILING LF 11.0000 204,600.00 125.000 1,375.00 16,437.500 180,812.50 029 RELOCATE CONCRETE BARRIER (TYPE K) LF 3.0000 28,380.00 9,460.000 28,380.00 030 RELOCATE ROADSIDE SIGN EA 175.0000 5,775.00 11.000 1,925.00 031 RELOCATE ROADSIDE SIGN (METAL POST) EA 175.0000 350.00 1.000 175.00 032 ADJUST INLET TO GRADE EA 700.0000 70,000.00 112.000 78,400.00 033 ADJUST MANHOLE TO GRADE EA 900.0000 11,700.00 14.000 12,600.00 034 MODIFY BRIDGE MOUNTED SIGN STRUCTURE EA 1,500.0000 1,500.00 0.750 1,125.00 1.000 1,500.00 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.2500 16,942.50 4,277.610 9,624.62 (.15' MAXIMUM) 036 REMOVE CONCRETE CURB AND SIDEWALK CY 28.0000 20,160.00 719.610 20,149.08 037 REMOVE CONCRETE BARRIER LF 2.0000 59,400.00 29,625.000 59,250.00 038 CAP INLET EA 550.0000 32,450.00 60.500 33,275.00 039 CAP MANHOLE EA 2,000.0000 2,000.00 4.000 8,000.00 040 BRIDGE REMOVAL LS 70,000.0000 70,000.00 1.000 70,000.00 041 BRIDGE REMOVAL (PORTION), LOCATION A LS 23,000.0000 23,000.00 1.000 23,000.00 042 BRIDGE REMOVAL (PORTION), LOCATION B LS 28,000.0000 28,000.00 1.000 28,000.00 043 BRIDGE REMOVAL (PORTION), LOCATION C LS 39,000.0000 39,000.00 1.000 39,000.00 044 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000.00 045 BRIDGE REMOVAL (PORTION), LOCATION E LS 28,000.0000 28,000.00 1.000 28,000.00 046 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,000.00 047 ROADWAY EXCAVATION CY 6.2500 1568,750.00 238,643.600 1,491,522.50 048 ROCK EXCAVATION CY 40.0000 544,000.00 0.000 0.00 049 ROCK SCALING CY 3.0000 33,600.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/27/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125604 TIME 10:52 AM ESTIMATE NO. 47 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 07/20/99 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 07/27/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 105,060.00 5,253.000 105,060.00 (F) 051 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 10,200.00 330.000 9,900.00 052 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 87,500.00 3,500.000 87,500.00 (F) 053 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 13,250.00 519.000 12,975.00 054 PERVIOUS BACKFILL MATERIAL (RETAINING CY 45.0000 2,250.00 30.000 1,350.00 WALL) 055 HIGHWAY PLANTING LS 15,000.0000 15,000.00 1.000 15,000.00 056 STRAW (EROSION CONTROL) TON 175.0000 2,975.00 3.920 686.00 9.460 1,655.50 057 SEED (EROSION CONTROL) LB 35.0000 7,700.00 82.000 2,870.00 214.180 7,496.30 058 COMMERCIAL FERTILIZER (EROSION CONTROL) LB 1.0000 850.00 72.000 72.00 641.000 641.00 059 PLANT (GROUP W) EA 20.0000 6,000.00 300.000 6,000.00 060 PLANT ESTABLISHMENT WORK LS 4,000.0000 4,000.00 0.080 320.00 1.000 4,000.00 061 CLASS 4 AGGREGATE SUBBASE CY 17.0000 18,700.00 1,604.000 27,268.00 062 CLASS 2 AGGREGATE BASE CY 20.0000 66,000.00 3,841.640 76,832.80 063 AGGREGATE BASE (APPROACH SLAB) CY 50.0000 4,750.00 0.000 0.00 064 CLASS 3 AGGREGATE BASE CY 9.0000 972,000.00 97,809.800 880,288.20 065 LEAN CONCRETE BASE CY 46.0000 1315,600.00 27,942.560 1,285,357.76 066 CEMENT TREATED PERMEABLE BASE CY 44.0000 1113,200.00 20,001.330 880,058.52 067 ASPHALT CONCRETE (TYPE B) TON 29.0000 316,100.00 13,124.410 380,607.89 068 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 9.0000 46,170.00 5,242.000 47,178.00 AREA) 069 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 0.6000 32,520.00 49,294.000 29,576.40 070 PLACE ASPHALT CONCRETE DIKE (TYPE B) LF 0.6000 4,560.00 180.000 108.00 071 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 0.6000 13,320.00 15,644.000 9,386.40 072 CONCRETE PAVEMENT CY 51.0000 5763,000.00 94,755.230 4,832,516.73 073 DRILL AND GROUT TIE BAR EA 5.0000 425,500.00 77,601.000 388,005.00 074 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 21.0000 8,820.00 322.000 6,762.00 075 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 25.0000 57,750.00 2,290.000 57,250.00 (S) 076 16" CAST-IN-DRILLED-HOLE CONCRETE LF 18.0000 192,780.00 9,750.000 175,500.00 PILING (SOUND WALL) PROGRAM CAS145 PAGE 4 DATE 07/27/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125604 TIME 10:52 AM ESTIMATE NO. 47 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 07/20/99 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 07/27/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 TIEDOWN ANCHOR EA 3,000.0000 144,000.00 48.000 144,000.00 (S) 078 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 338,700.00 1,129.000 338,700.00 (F) 079 STRUCTURAL CONCRETE, BRIDGE CY 465.0000 1808,850.00 10.000 4,650.00 3,882.000 1,805,130.00 (F) 080 STRUCTURAL CONCRETE, RETAINING WALL CY 275.0000 52,250.00 179.000 49,225.00 081 STRUCTURAL CONCRETE, SEISMIC APPROACH CY 300.0000 72,900.00 243.000 72,900.00 (F) SLAB (TYPE N) 082 STRUCTURAL CONCRETE, SEISMIC APPROACH CY 300.0000 114,000.00 402.000 120,600.00 SLAB (TYPE R) 083 STRUCTURAL CONCRETE, APPROACH SLAB CY 360.0000 270,360.00 751.000 270,360.00 (F) (TYPE N) 084 STRUCTURAL CONCRETE, APPROACH SLAB CY 330.0000 250,800.00 835.000 275,550.00 (TYPE R) 085 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 403,000.00 401.360 401,360.00 086 MINOR CONCRETE (BACKFILL) CY 85.0000 4,675.00 67.730 5,757.05 087 PAVING NOTCH EXTENSION CY 1,800.0000 55,800.00 25.770 46,386.00 088 DRILL AND BOND DOWEL LF 15.0000 31,050.00 2,286.000 34,290.00 089 FURNISH PRECAST CONCRETE GIRDER EA 3,000.0000 42,000.00 14.000 42,000.00 (30'-40') 090 FURNISH PRECAST CONCRETE DECK UNIT EA 1,500.0000 58,500.00 39.000 58,500.00 (SLAB TYPE) (20'-30') 091 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,500.0000 121,500.00 27.000 121,500.00 GIRDER (40'-50') 092 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,500.0000 49,500.00 9.000 49,500.00 GIRDER (50'-60') 093 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 28,000.00 4.000 28,000.00 GIRDER (60'-70') 094 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 126,000.00 3.000 21,000.00 GIRDER (70'-80') 095 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,000.0000 180,000.00 0.000 0.00 GIRDER (100'-110') 096 FURNISH PRECAST PRESTRESSED CONCRETE EA 2,500.0000 90,000.00 36.000 90,000.00 DECK UNIT (SLAB TYPE) (30'-40') 097 ERECT PRECAST CONCRETE GIRDER EA 500.0000 7,000.00 14.000 7,000.00 (S) 098 ERECT PRECAST CONCRETE DECK UNIT EA 600.0000 23,400.00 39.000 23,400.00 (S) 099 ERECT PRECAST PRESTRESSED CONCRETE EA 600.0000 43,800.00 43.000 25,800.00 (S) GIRDER 100 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 600.0000 21,600.00 36.000 21,600.00 (S) UNIT 101 REFINISH BRIDGE DECK SQFT 25.0000 11,750.00 396.000 9,900.00 102 SOUND WALL (BARRIER) SQFT 22.0000 30,162.00 1,371.000 30,162.00 (F) (CAST-IN-PLACE CONCRETE) 103 SOUND WALL (MASONRY BLOCK) SQFT 6.7500 390,150.00 39,541.400 266,904.45 PROGRAM CAS145 PAGE 5 DATE 07/27/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125604 TIME 10:52 AM ESTIMATE NO. 47 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 07/20/99 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 07/27/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 WATERSTOP LF 10.0000 160.00 16.000 160.00 105 JOINT SEAL (MR 1/2") LF 20.0000 16,400.00 780.000 15,600.00 780.000 15,600.00 (S) 106 JOINT SEAL (TYPE B-MR 1") LF 22.0000 18,920.00 841.500 18,513.00 (S) 107 BAR REINFORCING STEEL (BRIDGE) LB 0.4600 578,450.00 1,257,500.000 578,450.00 (SF) 108 BAR REINFORCING STEEL (RETAINING WALL) LB 0.5000 5,000.00 9,620.000 4,810.00 109 FURNISH SIGN STRUCTURE LB 2.0000 56,400.00 0.000 0.00 (TUBULAR MODIFIED) 110 INSTALL SIGN STRUCTURE LB 0.4000 11,280.00 0.000 0.00 (TUBULAR MODIFIED) 111 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 2.0000 10,150.00 5,075.000 10,150.00 5,075.000 10,150.00 112 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 2,537.50 5,075.000 2,537.50 5,075.000 2,537.50 113 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 11,400.00 52,250.000 104,500.00 114 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 1,425.00 11,638.000 2,909.50 52,250.000 13,062.50 115 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 1,650.00 330.000 1,650.00 330.000 1,650.00 WITHOUT WALKWAY) 116 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 990.00 330.000 990.00 330.000 990.00 WITHOUT WALKWAY) 117 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 24,000.00 85.000 17,000.00 (SIGN FOUNDATION) 118 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 8,000.00 74.000 18,500.00 (SIGN FOUNDATION) 119 METAL (RAIL MOUNTED SIGN) LB 7.0000 15,120.00 1,862.000 13,034.00 120 ROADSIDE SIGN - ONE POST EA 200.0000 2,800.00 0.000 0.00 121 ROADSIDE SIGN - TWO POST EA 350.0000 3,150.00 1.000 350.00 122 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 600.00 2.000 200.00 METHOD) 123 INSTALL SIGN OVERLAY SQFT 15.0000 2,100.00 0.000 0.00 124 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 8.0000 2,240.00 0.000 0.00 125 INSTALL ROADSIDE SIGN EA 1,100.0000 14,300.00 1.000 1,100.00 (LAMINATED WOOD BOX POST) 126 18" ALTERNATIVE PIPE CULVERT LF 45.0000 32,850.00 622.000 27,990.00 127 24" ALTERNATIVE PIPE CULVERT LF 60.0000 25,800.00 640.000 38,400.00 128 12" PLASTIC PIPE LF 30.0000 14,100.00 476.000 14,280.00 129 18" REINFORCED CONCRETE PIPE LF 50.0000 50,500.00 1,012.000 50,600.00 130 24" REINFORCED CONCRETE PIPE LF 60.0000 199,800.00 3,300.000 198,000.00 PROGRAM CAS145 PAGE 6 DATE 07/27/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125604 TIME 10:52 AM ESTIMATE NO. 47 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 07/20/99 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 07/27/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 27" REINFORCED CONCRETE PIPE LF 60.0000 480.00 8.000 480.00 132 18" SLOTTED CORRUGATED STEEL PIPE LF 60.0000 15,000.00 214.000 12,840.00 (.079" THICK) 133 3" PLASTIC PIPE (EDGE DRAIN) LF 4.2500 429,250.00 91,358.950 388,275.54 134 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 37.0000 166,500.00 5,077.500 187,867.50 135 ENTRANCE TAPER EA 400.0000 2,000.00 5.000 2,000.00 136 18" ALTERNATIVE PIPE DOWNDRAIN LF 60.0000 27,000.00 736.000 44,160.00 137 24" ALTERNATIVE PIPE DOWNDRAIN LF 60.0000 7,800.00 126.000 7,560.00 138 ROCK SLOPE PROTECTION CY 125.0000 5,000.00 27.300 3,412.50 (FACING, METHOD B) 139 SLOPE PAVING (CONCRETE) CY 330.0000 23,100.00 77.000 25,410.00 (F) 140 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 150.0000 43,500.00 319.740 47,961.00 AND DRIVEWAY) 141 MINOR CONCRETE (GUTTER) CY 200.0000 1,800.00 9.500 1,900.00 142 MISCELLANEOUS IRON AND STEEL LB 1.0000 45,900.00 45,065.000 45,065.00 143 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 1,590.00 530.000 1,590.00 (SF) 144 CHAIN LINK FENCE (MODIFIED) LF 7.0000 29,610.00 0.000 0.00 145 CHAIN LINK FENCE (TYPE CL-6) LF 7.0000 2,800.00 290.000 2,030.00 146 GROUND ANCHOR (TYPE A) EA 900.0000 18,900.00 21.000 18,900.00 147 WIRE MESH SQYD 40.0000 68,000.00 1,700.000 68,000.00 148 INSTALL MEDIAN MILEAGE PANEL EA 50.0000 4,900.00 92.000 4,600.00 149 METAL BEAM GUARD RAILING (WOOD POST) LF 15.0000 274,500.00 17,901.000 268,515.00 150 CHAIN LINK RAILING (TYPE 7) LF 30.0000 14,370.00 479.000 14,370.00 (SF) 151 CONCRETE BARRIER (TYPE 25) LF 40.0000 60,160.00 87.000 3,480.00 1,454.000 58,160.00 (F) 152 CONCRETE BARRIER (TYPE 26) LF 90.0000 43,110.00 479.000 43,110.00 (F) 153 CONCRETE BARRIER (TYPE 27SV) LF 50.0000 182,500.00 3,529.000 176,450.00 154 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 45.0000 5,445.00 12.000 540.00 121.000 5,445.00 (F) 155 CONCRETE BARRIER (TYPE 50W MODIFIED) LF 43.0000 1075,000.00 28,140.000 1,210,020.00 156 CONCRETE BARRIER (TYPE 50) LF 16.0000 190,400.00 12,608.000 201,728.00 157 CONCRETE BARRIER (TYPE 50A) LF 16.0000 15,424.00 963.000 15,408.00 (F) PROGRAM CAS145 PAGE 7 DATE 07/27/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125604 TIME 10:52 AM ESTIMATE NO. 47 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 07/20/99 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 07/27/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE BARRIER (TYPE 50C) LF 18.0000 166,320.00 8,300.000 149,400.00 159 CONCRETE BARRIER (TYPE 50D) LF 30.0000 8,400.00 449.000 13,470.00 449.000 13,470.00 160 CONCRETE BARRIER (TYPE 50E) LF 90.0000 18,900.00 800.000 72,000.00 161 CONCRETE BARRIER (TYPE 50F) LF 100.0000 52,000.00 0.000 0.00 162 CABLE RAILING LF 15.0000 5,550.00 251.000 3,765.00 379.000 5,685.00 (F) 163 BURIED POST ANCHOR EA 150.0000 2,700.00 1.000 150.00 22.000 3,300.00 164 CABLE ANCHOR ASSEMBLY EA 600.0000 19,200.00 4.000 2,400.00 (BREAKAWAY, TYPE A) 165 CABLE ANCHOR ASSEMBLY EA 500.0000 15,500.00 33.000 16,500.00 (BREAKAWAY, TYPE B) 166 TERMINAL SECTION (TYPE C) EA 100.0000 2,500.00 4.000 400.00 167 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 125,100.00 0.000 0.00 168 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,900.00 760.000 760.00 169 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 26,100.00 75.000 225.00 1,134.000 3,402.00 170 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 560.00 471.000 188.40 (BROKEN 17-7) 171 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 10,400.00 0.000 0.00 (BROKEN 36-12) 172 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1000 11,800.00 38,876.000 3,887.60 173 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 21,450.00 1,537.000 2,305.50 174 PAVEMENT MARKER (REFLECTIVE) EA 2.5000 37,750.00 1,096.000 2,740.00 175 SIGNAL AND LIGHTING LS 60,000.0000 60,000.00 0.050 3,000.00 1.000 60,000.00 176 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.980 196,000.00 177 LIGHTING CONDUIT (BRIDGE) LS 10,000.0000 10,000.00 1.000 10,000.00 178 COMMUNICATION CONDUIT (BRIDGE) LS 33,000.0000 33,000.00 0.010 330.00 0.960 31,680.00 179 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.050 1,250.00 1.000 25,000.00 180 TRAFFIC MONITORING STATION (LOCATION 2) LS 30,000.0000 30,000.00 0.050 1,500.00 1.000 30,000.00 181 TRAFFIC MONITORING STATION (LOCATION 3) LS 33,000.0000 33,000.00 0.050 1,650.00 1.000 33,000.00 182 TRAFFIC MONITORING STATION (LOCATION 4) LS 30,000.0000 30,000.00 0.050 1,500.00 1.000 30,000.00 183 TRAFFIC MONITORING STATION (LOCATION 5) LS 33,000.0000 33,000.00 0.050 1,650.00 1.000 33,000.00 184 TRAFFIC MONITORING STATION (LOCATION 6) LS 33,000.0000 33,000.00 0.050 1,650.00 1.000 33,000.00 PROGRAM CAS145 PAGE 8 DATE 07/27/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125604 TIME 10:52 AM ESTIMATE NO. 47 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 07/20/99 R.E. NAME: LATHAM, FRANK DATE OF THIS ESTIMATE 07/27/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 80,095.00 23,170,737.14 ADJUSTMENT OF COMPENSATION 0.00 498,970.18 EXTRA WORK 60,365.79 3,520,418.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 140,460.79 27,190,125.49 185 MOBILIZATION LS 2714,000.0000 2714,000.00 1.000 2,714,000.00 ORIGINAL CONTRACT AMOUNT 28,354,615.00 TOTAL WORK COMPLETED 140,460.79 29,904,125.49 MATERIALS ON HAND ON SITE 4,778.20 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 140,460.79 29,908,903.69 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 07/12/96 680 08/06/96 07/29/96 09/30/99 603 137 16 17 97% 84% PROGRESS IS SATISFACTORY LATHAM, FRANK RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 07/27/99