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 04/30/99 EST. NO.40 TIME 11:04 AM R.E. NAME: MARTIN, DAN 11-048664 --------------------------------------------------------------------------- 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 0975-3 -143.71 E.W. @ F.A.(+) 030899 N 000000 DAO CORRECTING ENTRY 0975-4 287.42 030899 N 000000 DAO CORRECTING ENTRY 073 0079-1 -265.52 E.W. @ F.A.(+) 032299 N 2050 0 DAO CORRECTING ENTRY 0079-2 301.04 032299 N 2050 0 DAO CORRECTING ENTRY 179.23 TOTAL THIS ESTIMATE 1,822,473.41 TOTAL PREVIOUS ESTIMATE 1,822,652.64 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 04/30/99 EST. NO.40 TIME 11:04 AM R.E. NAME: MARTIN, DAN 11-048664 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKE CHARGE DEDCT -200.00 02 OUT-SPEC COMPACTION -3,332.07 05 RESTAKING CHARGES -400.00 06 RESTAKE CHARGE -800.00 07 RESTAKE CHG 8.1-90 -800.00 08 RESTAKE CHG 8.1-91 -800.00 08 RESTAKING CHARGES -400.00 09 RESTAKE CHARGE #114 -350.00 10 RESTAKE CHG #133 -200.00 11 ITEM 70 CO. JOING -1,431.06 13 RESTAKE CHG #156 -400.00 13 RESTAKE CHG # 172 -600.00 15 JULY 11, 1997 PCC -72.88 16 OUT-OF-COMPACTION -254.73 16 AC COMPACTING -1,688.84 17 PCC CLEANNESS VALUE -1,045.00 17 PCC PAVEMENT -1,290.30 17 SHOTCRETE -705.00 17 RESTAKE CHG #213 -200.00 18 PCC DEF. STRENGTH -2,386.60 19 DEF. PCC PAVEMENT -503.30 20 DEF. PCC THICKNESS -7,111.18 20 RW-3 PCC 39CY @$5.50 -214.50 20 RESTAKE CHG #277 -400.00 21 RESTAKE CHG #280 -400.00 21 RESTAKE CHARGE #283 -400.00 22 RESTAKE CHG #303 -600.00 23 ATPB GRADING DEF -375.62 25 PCCP THICKNESS DEF -1,479.60 25 RESTAKE #303 600.00 25 NON-COMPLIANCE CL II -457.67 26 NON-COMPLIANCE AC -378.88 26 PCC SOFFIT/STEMS -7,117.50 26 PCC 146.25 CY $10/CY -1,462.50 26 PCC 243.75 CY $15/CY -3,656.25 26 300 CY @ $5.50/CY -1,650.00 27 AC COMPACTION 5,275.64 28 AC TYPE B OUT-OF-SPE -508.10 28 PCC @ POT 5-15-98 -9,622.50 28 PCC @ POT 5-13-98 -7,815.00 28 CEMENT & WATER CONTE -141.25 29 PCC DEDUCT -397.25 31 PCCP THICKNESS -3,985.60 32 RESTAKING CHARGES -220.00 32 PCCP DEFICIENT THICK -7,425.00 34 RESTAKING #434 -880.00 36 RESTAKING #436 -220.00 36 PCCP THICKNESS -6,902.00 38 RESTAKING 8.1-436 -220.00 38 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 DATE 04/30/99 EST. NO.40 TIME 11:04 AM R.E. NAME: MARTIN, DAN 11-048664 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RESTAKING 8.1-450 -440.00 38 RESTAKING 8.1-441 -660.00 38 RELEASE RESTAK. #436 220.00 39 RELEASE RESTAK. #436 220.00 39 0.00 -76,684.54 EQUAL EMPLOYMENT OPPORTUNITY FHWA-1391 REPORTS -10,000.00 04 REPORTS RECD 10,000.00 07 O/S EEO REPORTS -10,000.00 17 DOCUMENTS RECD 10,000.00 20 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS MAY -10,000.00 02 O/S PRS JUNE -10,000.00 03 O/S PRS JULY -10,000.00 04 PRTL PRS RECD MAY 5,000.00 04 PRTL PRS RECD JUNE 5,000.00 04 O/S PRS AUGUST -10,000.00 05 PRS RECD MAY 5,000.00 05 PRTL PRS RECD JULY 5,000.00 05 O/S PRS OCT -10,000.00 07 PRS RECD JUNE,JULY 10,000.00 07 PRS RECD AUGUST 10,000.00 07 O/S PRS NOV -10,000.00 08 O/S PRS DEC -10,000.00 09 O/S PRS JAN -10,000.00 10 O/S PRS FEB -10,000.00 11 PRTL PRS RECD DEC 5,000.00 11 PRTL PRS RECD JAN 5,000.00 11 O/S PRS MARCH -10,000.00 12 PRS RECD NOV 10,000.00 12 PRTL PRS RECD FEB 5,000.00 12 O/S PRS APRIL -10,000.00 13 PRS RECD DEC 96 5,000.00 13 PRS RECD JAN, MAR 15,000.00 13 O/S PRS MAY -10,000.00 15 PARTIAL PRS APRIL 5,000.00 15 O/S PRS JUNE -10,000.00 16 PRS RECD FEB 5,000.00 16 PRTL PRS RECD MAY 5,000.00 16 O/S PRS JULY -10,000.00 17 PRTL PRS RECD JUNE 5,000.00 17 O/S PRS AUG -10,000.00 18 PRTL PRS RECD JULY 5,000.00 18 O/S PRS SEPT -10,000.00 19 PRS RECD APRIL 5,000.00 19 PRTL PRS RECD AUG 5,000.00 19 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 04/30/99 EST. NO.40 TIME 11:04 AM R.E. NAME: MARTIN, DAN 11-048664 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS OCT -10,000.00 20 PRS RECD JUNE 5,000.00 20 PRS RECD OCT 96 10,000.00 20 PRTL PRS RECD SEPT 5,000.00 20 O/S PRS NOV -10,000.00 21 PRTL PRS RECD OCT 5,000.00 21 O/S PRS DEC -10,000.00 22 PRTL PRS RECD NOV 5,000.00 22 O/S PRS JAN -10,000.00 23 PRTL PRS RECD DEC 5,000.00 23 O/S PRS FEB -10,000.00 24 PRTL PRS RECD JAN 5,000.00 24 O/S PRS APRIL -10,000.00 26 PRS RECD FEB 10,000.00 26 O/S PRS MAY -10,000.00 27 PRS RECD APRIL 10,000.00 27 PRS RECD JAN 5,000.00 27 O/S PRS JUNE -10,000.00 28 O/S PRS JULY -10,000.00 29 O/S PRS AUG 98 -10,000.00 30 PRS RECD OCT 97 5,000.00 30 PRS RECD FEB 98 10,000.00 30 PRS RECD NOV 97 5,000.00 30 PRS RECD MAY 98 5,000.00 30 PRS RECD DEC 97 5,000.00 30 PRTL PRS RECD JUNE98 5,000.00 30 PRTL PRS RECD JULY98 5,000.00 30 FEB 98 CORRECTION -10,000.00 31 O/S PRS SEPT -10,000.00 31 PRS RECD JUNE 98 5,000.00 31 PRS RECD MAY 98 5,000.00 31 PRS RECD AUG 97 5,000.00 31 PRTL PRS RECD AUG 98 5,000.00 31 PRTL PRS RECD JULY98 3,000.00 31 O/S PRS OCT -10,000.00 32 PRTL PRS RECD SEPT 5,000.00 32 PRS SEPT RECD 5,000.00 33 O/S PRS NOV -10,000.00 34 PRS RECD SEPT 97 5,000.00 35 PRTL PRS RECD OCT 5,000.00 35 O/S PRS DEC -10,000.00 36 PRS RECD JULY 98 2,000.00 36 PRS RECD SEPT 97 5,000.00 36 PRTL PRS RECD JULY97 4,000.00 36 PRTL PRS RECD NOV 98 8,000.00 36 PRTL PRS RECD OCT 98 5,000.00 36 O/S PRS JAN -10,000.00 37 PRS RECD MAY 97 5,000.00 37 PRS RECD JULY 97 1,000.00 37 PRS RECD NOV 98 2,000.00 37 PRTL PRS RECD DEC 98 5,000.00 37 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 4 DATE 04/30/99 EST. NO.40 TIME 11:04 AM R.E. NAME: MARTIN, DAN 11-048664 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS FEB -10,000.00 38 SEPT 97 CORRECTION -5,000.00 38 O/S PRS MARCH -10,000.00 39 0.00 -40,000.00 TOTAL DEDUCTIONS 0.00 -116,684.54 PROGRAM CAS145 PAGE 1 DATE 04/30/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-048664 TIME 11:04 AM ESTIMATE NO. 40 BID OPENING 03/14/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: MARTIN, DAN DATE OF THIS ESTIMATE 04/30/99 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 11-SD-15-M3.8/R6.0 ------------------------------ C.C. MEYERS/C.A. RASMUSSEN/JV IN SAN DIEGO COUNTY IN SAN DIEGO 4628 40TH STREET FROM 0.4 MILE NORTH OF ROUTE 805 TO SAN DIEGO, CA 92116 0.1 MILE SOUTH OF ROUTE 8 FED. AID NO. ACNH-015 -4(168)10N,I-015 -4(168)10N CONSTRUCT 8 LANE FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 20,000.0000 20,000.00 0.750 15,000.00 002 TEMPORARY FENCE (TYPE CL-6) LF 4.4000 1,320.00 122.000 536.80 003 TEMPORARY CULVERT LF 24.0000 45,600.00 1,948.310 46,759.44 004 TEMPORARY RISER LF 40.0000 760.00 17.900 716.00 005 TEMPORARY INLET (PIPE) EA 850.0000 11,050.00 12.000 10,200.00 006 TEMPORARY INLET (CONCRETE) EA 825.0000 2,475.00 3.000 2,475.00 007 TEMPORARY DOWNDRAIN LF 38.0000 6,840.00 0.000 0.00 008 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.929 46,450.00 009 CONSTRUCTION AREA SIGNS LS 190,000.0000 190,000.00 0.610 115,900.00 010 TRAFFIC CONTROL SYSTEM LS 425,000.0000 425,000.00 0.765 325,125.00 011 TYPE III BARRICADE EA 18.0000 1,206.00 86.000 1,548.00 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.2500 5,000.00 5,572.000 6,965.00 (S) 013 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.9000 133,200.00 89,342.000 80,407.80 014 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.7500 25,515.00 2,213.000 14,937.75 015 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 13,050.00 83,145.000 14,966.10 (S) 016 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 120,000.00 6.000 120,000.00 017 TEMPORARY RAILING (TYPE K) LF 4.0000 365,600.00 74,500.500 298,002.00 018 PLASTIC DRUM CHANNELIZATION DEVICES EA 60.0000 63,600.00 627.000 37,620.00 019 TEMPORARY CRASH CUSHION MODULE EA 360.0000 61,200.00 261.000 93,960.00 020 ABANDON CULVERT EA 520.0000 14,560.00 26.000 13,520.00 021 ABANDON INLET EA 285.0000 4,560.00 13.000 3,705.00 022 ABANDON MANHOLE EA 490.0000 7,350.00 15.000 7,350.00 PROGRAM CAS145 PAGE 2 DATE 04/30/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-048664 TIME 11:04 AM ESTIMATE NO. 40 BID OPENING 03/14/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: MARTIN, DAN DATE OF THIS ESTIMATE 04/30/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON PIPELINE EA 675.0000 10,800.00 0.000 0.00 024 REMOVE METAL BEAM GUARD RAILING LF 3.6200 5,249.00 1,334.500 4,830.89 025 REMOVE TRAFFIC STRIPE AND PAVEMENT SQFT 1.1000 11,110.00 19,068.860 20,975.75 (S) MARKING 026 REMOVE CHANNELIZERS EA 7.0000 266.00 38.000 266.00 027 REMOVE ROADSIDE SIGN EA 27.5000 4,427.50 130.000 3,575.00 028 SALVAGE SIGN STRUCTURE (TRUSS) EA 5,250.0000 15,750.00 1.000 5,250.00 029 RECONSTRUCT SIGN STRUCTURE EA 5,250.0000 5,250.00 0.000 0.00 (S) 030 ADJUST SEWER MANHOLE TO GRADE EA 2,900.0000 40,600.00 11.700 33,930.00 031 REMOVE CONCRETE CY 125.0000 25,000.00 188.000 23,500.00 032 REMOVE CONCRETE BARRIER (TYPE K) LF 4.0000 29,880.00 7,578.000 30,312.00 033 REMOVE CONCRETE BARRIER (TYPE 50) LF 9.0000 20,790.00 1,170.000 10,530.00 034 CAP MANHOLE EA 475.0000 1,425.00 2.000 950.00 035 SALVAGE CRASH CUSHION (G.R.E.A.T.) EA 475.0000 475.00 0.000 0.00 036 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.980 98,000.00 037 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 1.000 100,000.00 038 ROADWAY EXCAVATION CY 2.4500 4581,500.00 1,766,890.000 4,328,880.50 039 STRUCTURE EXCAVATION (BRIDGE) CY 7.0000 286,104.00 40,669.000 284,683.00 (F) 040 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 240.0000 251,760.00 553.000 132,720.00 (F) 041 STRUCTURE EXCAVATION (RETAINING WALL) CY 8.0000 540,096.00 44,934.000 359,472.00 (F) 042 STRUCTURE BACKFILL (BRIDGE) CY 30.0000 767,340.00 21,863.000 655,890.00 (F) 043 STRUCTURE BACKFILL (RETAINING WALL) CY 23.0000 1143,468.00 27,362.490 629,337.27 (F) 044 PERVIOUS BACKFILL MATERIAL (RETAINING CY 25.0000 97,225.00 1,996.000 49,900.00 (F) WALL) 045 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 32.0000 4,128.00 64.000 2,048.00 (F) 046 SAND BACKFILL CY 29.0000 5,220.00 237.920 6,899.68 047 DITCH EXCAVATION CY 14.0000 11,620.00 93.700 1,311.80 048 HIGHWAY PLANTING LS 49,000.0000 49,000.00 0.362 17,738.00 (S) 049 IMPORTED TOPSOIL CY 15.0000 240,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 3 DATE 04/30/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-048664 TIME 11:04 AM ESTIMATE NO. 40 BID OPENING 03/14/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: MARTIN, DAN DATE OF THIS ESTIMATE 04/30/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 TREE GRATE (TYPE A) EA 67.0000 536.00 0.000 0.00 (S) 051 TREE GRATE (TYPE B) EA 78.0000 1,170.00 0.000 0.00 (S) 052 EROSION CONTROL (TYPE D) ACRE 1,790.0000 98,450.00 16.880 30,215.20 (S) 053 MAINTAIN EXISTING PLANTS LS 20,000.0000 20,000.00 0.000 0.00 (S) 054 PLANT ESTABLISHMENT WORK LS 12,500.0000 12,500.00 0.000 0.00 (S) 055 IRRIGATION SYSTEM LS 11,000.0000 11,000.00 0.370 4,070.00 (S) 056 3" SUPPLY LINE (BRIDGE) LF 35.0000 41,300.00 1,019.840 35,694.40 057 3" IRRIGATION CONDUIT LF 5.0000 1,000.00 1,852.000 9,260.00 058 6" CORRUGATED HIGH DENSITY LF 13.0000 22,100.00 954.000 12,402.00 POLYETHYLENE PIPE CONDUIT 059 10" CORRUGATED HIGH DENSITY LF 16.0000 59,840.00 1,406.800 22,508.80 POLYETHYLENE PIPE CONDUIT 060 FINISHING ROADWAY LS 57,000.0000 57,000.00 0.000 0.00 061 CLASS 4 AGGREGATE SUBBASE CY 13.3000 242,060.00 6,327.780 84,159.47 062 CLASS 2 AGGREGATE BASE CY 15.5000 1968,500.00 82,923.180 1,285,309.29 063 CEMENT TREATED BASE CY 24.0000 494,400.00 7,926.120 190,226.88 (PLANT-MIXED, CLASS A) 064 ASPHALT TREATED PERMEABLE BASE CY 34.0000 618,800.00 10,480.160 356,325.44 065 ASPHALT CONCRETE (TYPE B) TON 26.0000 1167,400.00 29,473.910 766,321.66 066 ASPHALT CONCRETE BASE (TYPE B) TON 26.0000 1105,000.00 20,443.470 531,530.22 067 PLACE ASPHALT CONCRETE DIKE LF 0.6400 20,160.00 21,129.000 13,522.56 068 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 9.5000 91,295.00 7,863.150 74,699.93 AREA) 069 CONCRETE PAVEMENT CY 78.0000 4212,000.00 30,898.900 2,410,114.20 070 SEAL PAVEMENT JOINT LF 0.8500 205,700.00 121,563.800 103,329.23 071 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1200,000.0000 1200,000.00 0.982 1,178,400.00 (S) 072 SOIL NAIL ASSEMBLY LF 10.0000 195,100.00 10,419.500 104,195.00 (S) 073 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 240.0000 2174,160.00 8,901.000 2,136,240.00 (F) 074 STRUCTURAL CONCRETE, BRIDGE CY 260.0000 8326,240.00 31,465.000 8,180,900.00 (F) 075 STRUCTURAL CONCRETE, RETAINING WALL CY 240.0000 1267,200.00 3,023.000 725,520.00 (F) 076 CLASS A CONCRETE (MINOR STRUCTURE) CY 100.0000 4,100.00 34.500 3,450.00 (F) PROGRAM CAS145 PAGE 4 DATE 04/30/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-048664 TIME 11:04 AM ESTIMATE NO. 40 BID OPENING 03/14/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: MARTIN, DAN DATE OF THIS ESTIMATE 04/30/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS A CONCRETE (STRUCTURE) CY 470.0000 26,320.00 85.500 40,185.00 (F) 078 CLASS A CONCRETE (RETAINING WALL) CY 205.0000 2972,500.00 8,309.300 1,703,406.50 (F) 079 PAVE INVERT LF 0.5000 970.00 2,001.000 1,000.50 080 MONUMENT (ROCK COBBLE) EA 2,500.0000 7,500.00 0.000 0.00 081 MINOR CONCRETE (MINOR STRUCTURE) CY 232.0000 412,960.00 1,638.950 380,236.40 (F) 082 HEAVY BLAST FINISH SQFT 1.2500 166,908.75 43,831.000 54,788.75 (F) 083 ANTI-GRAFFITI COATING SQYD 8.0000 342,400.00 0.000 0.00 (S) 084 COBBLESTONE TEXTURE SQFT 3.2500 136,542.25 18,712.700 60,816.28 (F) 085 FRACTURED FIN TEXTURE SQFT 2.0000 34,014.00 16,805.000 33,610.00 (F) 086 SOUNDWALL (CLASS A CONCRETE) CY 250.0000 706,500.00 1,213.100 303,275.00 (F) 087 FIRE ACCESS DOORS EA 3,000.0000 9,000.00 0.000 0.00 088 WATERSTOP LF 10.0000 14,400.00 730.390 7,303.90 089 JOINT SEAL (TYPE B-MR 1 1/2") LF 36.0000 34,560.00 357.250 12,861.00 (S) 090 JOINT SEAL (TYPE B-MR 2") LF 50.0000 14,950.00 0.000 0.00 (S) 091 JOINT SEAL (TYPE AL) LF 16.0000 30,928.00 421.750 6,748.00 (S) 092 BAR REINFORCING STEEL LB 0.7500 4,360.50 11,050.000 8,287.50 (SF) 093 BAR REINFORCING STEEL (BRIDGE) LB 0.3800 2817,092.00 7,246,944.000 2,753,838.72 (SF) 094 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4000 1026,474.40 1,414,987.000 565,994.80 (SF) 095 BAR REINFORCING STEEL (SOUND WALL) LB 0.3100 125,104.22 270,469.000 83,845.39 (SF) 096 SHOTCRETE CY 125.0000 36,250.00 171.000 21,375.00 (F) 097 TUNNEL DECK WATERPROOFING LS 200,000.0000 200,000.00 0.000 0.00 (S) 098 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5000 36,852.00 15,506.000 23,259.00 (F) WITH WALKWAY) 099 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.2500 30,710.00 0.000 0.00 (SF)WITH WALKWAY) 100 FURNISH SIGN STRUCTURE (TUBULAR) LB 1.7500 332,167.50 26,170.000 45,797.50 (F) 101 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.3000 56,943.00 26,170.000 7,851.00 (SF) 102 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 1.5000 102,750.00 11,030.000 16,545.00 (F) 103 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 34,250.00 11,030.000 5,515.00 (SF) PROGRAM CAS145 PAGE 5 DATE 04/30/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-048664 TIME 11:04 AM ESTIMATE NO. 40 BID OPENING 03/14/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: MARTIN, DAN DATE OF THIS ESTIMATE 04/30/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 46,400.00 30.000 6,000.00 (S) (SIGN FOUNDATION) 105 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 225.0000 21,375.00 0.000 0.00 (S) (SIGN FOUNDATION) 106 42" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 72,000.00 46.000 11,500.00 (S) (SIGN FOUNDATION) 107 METAL (BARRIER MOUNTED SIGN) LB 8.4000 6,552.00 0.000 0.00 (F) 108 ROADSIDE SIGN - ONE POST EA 148.0000 27,824.00 20.000 2,960.00 109 ROADSIDE SIGN - TWO POST EA 612.0000 10,404.00 0.000 0.00 110 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 3,780.00 0.000 0.00 METHOD) 111 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 10.0000 11,400.00 0.000 0.00 112 PREPARE AND PAINT CONCRETE LS 70,000.0000 70,000.00 0.700 49,000.00 113 PREPARE AND STAIN CONCRETE LS 4.0000 4.00 0.000 0.00 114 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 27.0000 5,130.00 200.000 5,400.00 115 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 28.0000 119,000.00 2,284.000 63,952.00 116 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 28.0000 6,440.00 57.000 1,596.00 117 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 31.0000 184,140.00 5,143.000 159,433.00 118 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 31.0000 25,730.00 856.600 26,554.60 119 30" ALTERNATIVE PIPE CULVERT (TYPE B) LF 37.0000 8,880.00 215.000 7,955.00 120 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 44.0000 29,040.00 285.000 12,540.00 121 36" ALTERNATIVE PIPE CULVERT (TYPE B) LF 44.0000 11,000.00 253.000 11,132.00 122 48" ALTERNATIVE PIPE CULVERT (TYPE A) LF 84.0000 42,000.00 440.000 36,960.00 123 18" REINFORCED CONCRETE PIPE LF 43.0000 2,322.00 341.600 14,688.80 124 24" REINFORCED CONCRETE PIPE LF 51.0000 46,410.00 1,118.600 57,048.60 125 30" REINFORCED CONCRETE PIPE LF 60.0000 3,000.00 50.000 3,000.00 126 36" REINFORCED CONCRETE PIPE LF 70.0000 28,700.00 396.300 27,741.00 127 48" REINFORCED CONCRETE PIPE LF 105.0000 28,350.00 277.700 29,158.50 128 60" REINFORCED CONCRETE PIPE LF 245.0000 967,750.00 4,147.800 1,016,211.00 129 84" REINFORCED CONCRETE PIPE LF 300.0000 666,000.00 2,204.200 661,260.00 130 JACKED 84" REINFORCED CONCRETE PIPE LF 850.0000 51,000.00 60.000 51,000.00 PROGRAM CAS145 PAGE 6 DATE 04/30/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-048664 TIME 11:04 AM ESTIMATE NO. 40 BID OPENING 03/14/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: MARTIN, DAN DATE OF THIS ESTIMATE 04/30/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 84" BITUMINOUS LINED CORRUGATED STEEL LF 195.0000 7,800.00 34.000 6,630.00 PIPE (.138" THICK) 132 18" BITUMINOUS COATED SLOTTED CORRUGATED LF 90.0000 22,500.00 114.500 10,305.00 STEEL PIPE (.064" THICK) WITH TRAPEZOID 133 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 9.4000 3,854.00 3,216.500 30,235.10 134 6" PLASTIC PIPE LF 5.3000 1,484.00 436.500 2,313.45 135 6" PLASTIC GRATE EA 300.0000 1,500.00 2.000 600.00 136 3" PLASTIC PIPE (EDGE DRAIN) LF 2.8000 65,240.00 9,546.000 26,728.80 137 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 19.0000 23,940.00 501.000 9,519.00 138 GEOCOMPOSITE DRAIN SQFT 2.0000 5,962.00 1,932.430 3,864.86 139 18" BITUMINOUS COATED CORRUGATED STEEL LF 29.0000 25,520.00 366.000 10,614.00 PIPE DOWNDRAIN (.109" THICK) 140 24" BITUMINOUS COATED CORRUGATED STEEL LF 39.0000 5,850.00 0.000 0.00 PIPE DOWNDRAIN (.109" THICK) 141 36" BITUMINOUS COATED CORRUGATED STEEL LF 185.0000 3,885.00 97.100 17,963.50 PIPE RISER (.138" THICK) 142 16" PIPE CONDUIT LF 27.0000 46,170.00 888.000 23,976.00 143 ALTERNATIVE FLARED END SECTION EA 490.0000 3,430.00 8.000 3,920.00 144 36" PRECAST CONCRETE PIPE RISER LF 41.0000 6,560.00 158.450 6,496.45 145 12" ALTERNATIVE PIPE RISER LF 17.0000 3,060.00 137.600 2,339.20 146 10" STEEL WATER MAIN LF 92.0000 34,040.00 266.000 24,472.00 147 12" STEEL WATER MAIN LF 96.0000 59,520.00 593.000 56,928.00 148 30" STEEL WATER MAIN LF 255.0000 153,000.00 531.120 135,435.60 149 36" STEEL WATER MAIN LF 289.0000 176,290.00 591.220 170,862.58 150 48" STEEL WATER MAIN LF 310.0000 176,700.00 562.550 174,390.50 151 WATER SERVICE EA 665.0000 35,245.00 45.750 30,423.75 152 8" VITRIFIED CLAY EXTRA STRENGTH LF 36.0000 8,640.00 210.900 7,592.40 (S) SEWER PIPE 153 12" VITRIFIED CLAY EXTRA STRENGTH LF 20.0000 18,200.00 937.800 18,756.00 (S) SEWER PIPE 154 15" VITRIFIED CLAY EXTRA STRENGTH LF 124.0000 157,480.00 889.000 110,236.00 (S) SEWER PIPE 155 TELEVISE SEWER MAINS LS 9,200.0000 9,200.00 0.580 5,336.00 (S) 156 TELEVISE WATER MAINS LS 29,000.0000 29,000.00 0.128 3,712.00 (S) 157 4" POLYVINYL CHLORIDE SEWER LATERAL EA 225.0000 13,500.00 74.000 16,650.00 (S) PROGRAM CAS145 PAGE 7 DATE 04/30/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-048664 TIME 11:04 AM ESTIMATE NO. 40 BID OPENING 03/14/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: MARTIN, DAN DATE OF THIS ESTIMATE 04/30/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 4" POLYVINYL CHLORIDE SEWER LATERAL EA 375.0000 1,125.00 3.000 1,125.00 (S) (DEEP CUT) 159 6" POLYVINYL CHLORIDE SEWER PIPE LF 74.0000 2,960.00 0.000 0.00 (S) 160 8" POLYVINYL CHLORIDE SEWER PIPE LF 33.0000 51,480.00 2,737.900 90,350.70 (S) 161 10" POLYVINYL CHLORIDE SEWER PIPE LF 37.0000 18,500.00 674.800 24,967.60 (S) 162 10" POLYVINYL CHLORIDE SEWER PIPE LF 46.0000 36,800.00 705.600 32,457.60 (S) (RUBBER RING JOINT) 163 12" POLYVINYL CHLORIDE SEWER PIPE LF 58.0000 2,900.00 82.800 4,802.40 (S) 164 15" POLYVINYL CHLORIDE SEWER PIPE LF 28.0000 6,160.00 209.500 5,866.00 (S) 165 8" POLYVINYL CHLORIDE WATER PIPE LF 21.0000 6,300.00 682.000 14,322.00 CLASS 200 166 8" POLYVINYL CHLORIDE WATER PIPE LF 18.0000 78,300.00 2,934.200 52,815.60 CLASS 150 167 10" POLYVINYL CHLORIDE WATER PIPE LF 29.0000 34,220.00 1,118.000 32,422.00 CLASS 150 168 12" POLYVINYL CHLORIDE WATER PIPE LF 57.0000 17,100.00 187.700 10,698.90 CLASS 150 169 FIRE HYDRANT ASSEMBLY EA 2,600.0000 44,200.00 10.800 28,080.00 170 STANDPIPE FIRE HYDRANT ASSEMBLY EA 17,000.0000 68,000.00 1.610 27,370.00 171 CATHODIC PROTECTION TEST STATION EA 1,300.0000 23,400.00 9.500 12,350.00 172 CUTOFF WALL EA 576.0000 4,608.00 9.000 5,184.00 173 10" FLEXIBLE COUPLING EA 458.0000 916.00 1.000 458.00 174 12" FLEXIBLE COUPLING EA 500.0000 2,000.00 4.000 2,000.00 175 STANDPIPE INLET ASSEMBLY EA 16,000.0000 64,000.00 1.630 26,080.00 176 AIR AND VACUUM VALVE EA 1,900.0000 3,800.00 0.600 1,140.00 177 DOUBLE BALL JOINT ASSEMBLY EA 6,400.0000 38,400.00 6.000 38,400.00 178 DUCTILE IRON PIPE LF 24.0000 48,240.00 921.000 22,104.00 179 4'X3' PRECAST CONCRETE MANHOLE EA 3,500.0000 80,500.00 23.300 81,550.00 180 7'X3' PRECAST CONCRETE MANHOLE EA 23,000.0000 92,000.00 3.100 71,300.00 181 MANHOLE VAULT EA 3,800.0000 7,600.00 1.800 6,840.00 182 WATERTIGHT MANHOLE SEAL EA 245.0000 980.00 2.000 490.00 183 STANDPIPE OUTLET ASSEMBLY EA 19,000.0000 114,000.00 3.300 62,700.00 184 30" CONNECTION ASSEMBLY EA 22,000.0000 88,000.00 1.800 39,600.00 PROGRAM CAS145 PAGE 8 DATE 04/30/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-048664 TIME 11:04 AM ESTIMATE NO. 40 BID OPENING 03/14/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: MARTIN, DAN DATE OF THIS ESTIMATE 04/30/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 36" CONNECTION ASSEMBLY EA 37,000.0000 74,000.00 1.800 66,600.00 186 ACCESS MANHOLE ASSEMBLY EA 5,000.0000 30,000.00 3.950 19,750.00 187 ROCK SLOPE PROTECTION CY 87.5000 4,375.00 18.500 1,618.75 188 CONCRETE (SLOPE PROTECTION) CY 137.0000 36,990.00 29.250 4,007.25 189 ROCK SLOPE PROTECTION FABRIC SQFT 2.6000 1,690.00 275.000 715.00 190 MINOR CONCRETE (MISCELLANEOUS CY 128.4000 333,840.00 575.552 73,900.88 CONSTRUCTION) 191 MINOR CONCRETE (GUTTER) CY 122.0000 11,834.00 37.220 4,540.84 192 SIDEWALK TEXTURE TREATMENT SQFT 2.0000 73,818.00 19,736.000 39,472.00 (SF) 193 INTERLOCKING PAVERS SQFT 8.6000 27,520.00 0.000 0.00 194 MINOR CONCRETE (COLORED) SQFT 1.8000 3,654.00 0.000 0.00 195 MISCELLANEOUS IRON AND STEEL LB 1.3700 91,032.39 42,762.000 58,583.94 (SF) 196 MISCELLANEOUS METAL (BRIDGE) LB 2.5000 98,540.00 37,429.000 93,572.50 (SF) 197 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 13.4000 62,042.00 933.000 12,502.20 (S) 198 18' CHAIN LINK GATE (TYPE CL-6) EA 1,435.0000 2,870.00 1.000 1,435.00 (S) 199 DELINEATOR (CLASS 1) EA 23.0000 6,670.00 0.000 0.00 200 METAL BEAM GUARD RAILING LF 14.2000 81,082.00 500.000 7,100.00 (S) 201 METAL RAILING LF 129.0000 425,700.00 1,247.500 160,927.50 (SF) 202 24" METAL RAILING LF 81.0000 23,004.00 0.000 0.00 (S) 203 42" METAL RAILING LF 99.0000 15,840.00 0.000 0.00 (S) 204 60" METAL RAILING LF 112.0000 26,880.00 0.000 0.00 (S) 205 PEDESTRIAN RAILING LF 75.0000 1,950.00 0.000 0.00 (S) 206 TUBULAR HANDRAILING LF 31.0000 13,950.00 0.000 0.00 (S) 207 CONCRETE BARRIER (TYPE 25A) LF 60.0000 133,800.00 974.500 58,470.00 208 CONCRETE BARRIER (TYPE 25B) LF 75.0000 84,000.00 664.700 49,852.50 209 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 120.0000 220,800.00 1,464.090 175,690.80 (F) 210 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 120.0000 3,960.00 16.000 1,920.00 211 CONCRETE BARRIER (TYPE 27B) LF 51.0000 219,810.00 2,260.800 115,300.80 PROGRAM CAS145 PAGE 9 DATE 04/30/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-048664 TIME 11:04 AM ESTIMATE NO. 40 BID OPENING 03/14/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: MARTIN, DAN DATE OF THIS ESTIMATE 04/30/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (18") LF 80.0000 106,960.00 0.000 0.00 (F) 213 CONCRETE BARRIER (40") LF 160.0000 38,880.00 46.000 7,360.00 (F) 214 CONCRETE BARRIER (TYPE 50C MODIFIED) LF 20.0000 5,200.00 0.000 0.00 215 CONCRETE BARRIER (TYPE 50D) LF 21.0000 69,741.00 1,248.000 26,208.00 (F) 216 CONCRETE BARRIER (TYPE 50D MODIFIED) LF 35.0000 4,900.00 0.000 0.00 217 CONCRETE BARRIER (TYPE 50E) LF 90.0000 7,380.00 0.000 0.00 218 REMOVABLE BOLLARD EA 75.0000 1,200.00 4.000 300.00 219 BOLLARD EA 50.0000 650.00 6.000 300.00 220 CABLE RAILING (BLACK VINYL CLAD) LF 6.0000 12,180.00 0.000 0.00 (SF) 221 CABLE ANCHOR ASSEMBLY EA 580.0000 13,920.00 0.000 0.00 (S) 222 CABLE ANCHOR ASSEMBLY EA 465.0000 6,510.00 0.000 0.00 (S) (BREAKAWAY, TYPE A) 223 CABLE ANCHOR ASSEMBLY EA 440.0000 3,080.00 1.000 440.00 (S) (BREAKAWAY, TYPE B) 224 TERMINAL SECTION (TYPE C) EA 85.0000 1,190.00 0.000 0.00 (S) 225 RETURN SECTION EA 71.0000 1,775.00 0.000 0.00 (S) 226 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 16,000.0000 16,000.00 0.000 0.00 (S) (HEXFOAM) (4-BAY) 227 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 27,000.0000 108,000.00 1.000 27,000.00 (S) (HEXFOAM) 228 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 28,000.0000 112,000.00 0.000 0.00 (S) (G.R.E.A.T.) 229 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 15,000.0000 75,000.00 0.100 1,500.00 (S) (G.R.E.A.T.) (4-BAY) 230 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 8,010.00 2,030.000 913.50 (S) 231 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3800 5,244.00 33.000 12.54 (S) (BROKEN 12-3) 232 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6500 22,207.00 1,557.000 4,126.05 (S) 233 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 640.00 0.000 0.00 (BROKEN 6-1) 234 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 850.00 0.000 0.00 (S) (BROKEN 17-7) 235 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1400 14,280.00 18,396.000 2,575.44 (S) 236 PARKING BUMPER (PRECAST CONCRETE) EA 25.0000 850.00 0.000 0.00 (S) 237 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9800 16,562.00 3,287.000 3,221.26 (S) 238 PAVEMENT MARKER (REFLECTIVE) EA 2.3500 27,730.00 4,189.000 9,844.15 (S) PROGRAM CAS145 PAGE 10 DATE 04/30/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-048664 TIME 11:04 AM ESTIMATE NO. 40 BID OPENING 03/14/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: MARTIN, DAN DATE OF THIS ESTIMATE 04/30/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 SIGNAL AND LIGHTING LS 59,000.0000 59,000.00 0.000 0.00 (S) (TEMPORARY LOCATION 5A) 240 SIGNAL AND LIGHTING LS 32,500.0000 32,500.00 0.960 31,200.00 (S) (TEMPORARY LOCATION 9A) 241 SIGNAL AND LIGHTING LS 58,500.0000 58,500.00 0.940 54,990.00 (S) (TEMPORARY LOCATION 8A) 242 SIGNAL AND LIGHTING LS 43,000.0000 43,000.00 0.940 40,420.00 (S) (TEMPORARY LOCATION 8B) 243 SIGNAL AND LIGHTING (LOCATION 1) LS 40,000.0000 40,000.00 0.000 0.00 (S) 244 SIGNAL AND LIGHTING (LOCATION 2) LS 17,000.0000 17,000.00 0.910 15,470.00 (S) 245 SIGNAL AND LIGHTING (LOCATION 3) LS 70,000.0000 70,000.00 0.340 23,800.00 (S) 246 SIGNAL AND LIGHTING (LOCATION 4) LS 71,000.0000 71,000.00 0.910 64,610.00 (S) 247 SIGNAL AND LIGHTING (LOCATION 5) LS 57,000.0000 57,000.00 0.520 29,640.00 (S) 248 SIGNAL AND LIGHTING (LOCATION 6) LS 71,000.0000 71,000.00 0.290 20,590.00 (S) 249 SIGNAL AND LIGHTING (LOCATION 7) LS 76,500.0000 76,500.00 0.660 50,490.00 (S) 250 SIGNAL AND LIGHTING (LOCATION 8) LS 62,000.0000 62,000.00 0.180 11,160.00 (S) 251 SIGNAL AND LIGHTING (LOCATION 9) LS 66,000.0000 66,000.00 0.760 50,160.00 (S) 252 SIGNAL AND LIGHTING (LOCATION 10) LS 44,000.0000 44,000.00 0.940 41,360.00 (S) 253 SIGNAL AND LIGHTING (STAGE CONSTRUCTION LS 2,000.0000 2,000.00 0.040 80.00 (S) LOCATION 3 STAGE 1B) 254 SIGNAL AND LIGHTING (STAGE CONSTRUCTION LS 39,000.0000 39,000.00 1.000 39,000.00 (S) LOCATION 3 STAGE 2B, 2C & 3A) 255 SIGNAL AND LIGHTING (STAGE CONSTRUCTION LS 2,000.0000 2,000.00 1.000 2,000.00 (S) LOCATION 3 STAGE 3A TO 3B) 256 SIGNAL AND LIGHTING (STAGE CONSTRUCTION LS 4,100.0000 4,100.00 0.970 3,977.00 (S) LOCATION 3 & 4 STAGE 3B & 4A) 257 SIGNAL AND LIGHTING (STAGE CONSTRUCTION LS 58,000.0000 58,000.00 0.000 0.00 (S) LOCATION 5) 258 SIGNAL AND LIGHTING (STAGE CONSTRUCTION LS 2,500.0000 2,500.00 0.800 2,000.00 (S) LOCATION 6 STAGE 1B) 259 SIGNAL AND LIGHTING (STAGE CONSTRUCTION LS 14,500.0000 14,500.00 0.910 13,195.00 (S) LOCATION 6 STAGE 2) 260 SIGNAL AND LIGHTING (STAGE CONSTRUCTION LS 53,000.0000 53,000.00 1.000 53,000.00 (S) LOCATION 6 STAGE 3) 261 SIGNAL AND LIGHTING (STAGE CONSTRUCTION LS 9,000.0000 9,000.00 0.740 6,660.00 (S) LOCATION 6 STAGE 4B) 262 SIGNAL AND LIGHTING (STAGE CONSTRUCTION LS 2,900.0000 2,900.00 0.000 0.00 (S) LOCATION 6 STAGE 5A) 263 LIGHTING (CITY STREET) LS 464,000.0000 464,000.00 0.510 236,640.00 (S) 264 LIGHTING (STAGE CONSTRUCTION) LS 128,000.0000 128,000.00 0.760 97,280.00 (S) 265 LIGHTING AND SIGN ILLUMINATION LS 420,000.0000 420,000.00 0.440 184,800.00 (S) PROGRAM CAS145 PAGE 11 DATE 04/30/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-048664 TIME 11:04 AM ESTIMATE NO. 40 BID OPENING 03/14/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: MARTIN, DAN DATE OF THIS ESTIMATE 04/30/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 FIBER-OPTIC CONDUIT SYSTEM LS 200,000.0000 200,000.00 0.450 90,000.00 (S) 267 COMMUNICATION CONDUIT (BRIDGE) LF 12.0000 9,240.00 770.000 9,240.00 (S) 268 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 12.0000 11,880.00 980.000 11,760.00 (S) 269 TRAFFIC MONITORING STATION LS 16,000.0000 16,000.00 0.230 3,680.00 (S) 270 RAMP METERING SYSTEM (LOCATION 1) LS 39,000.0000 39,000.00 0.130 5,070.00 (S) 271 RAMP METERING SYSTEM (LOCATION 2) LS 36,000.0000 36,000.00 0.310 11,160.00 (S) 272 RAMP METERING SYSTEM (LOCATION 3) LS 40,000.0000 40,000.00 0.120 4,800.00 (S) 273 RAMP METERING SYSTEM (LOCATION 4) LS 36,000.0000 36,000.00 0.130 4,680.00 (S) 274 RAMP METERING SYSTEM (LOCATION 5) LS 35,000.0000 35,000.00 0.110 3,850.00 (S) 275 RAMP METERING SYSTEM (LOCATION 6) LS 36,000.0000 36,000.00 0.430 15,480.00 (S) 276 BUILDING WORK LS 1775,000.0000 1775,000.00 0.375 665,625.00 (S) PROGRAM CAS145 PAGE 12 DATE 04/30/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-048664 TIME 11:04 AM ESTIMATE NO. 40 BID OPENING 03/14/96 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/99 R.E. NAME: MARTIN, DAN DATE OF THIS ESTIMATE 04/30/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 39,240,570.69 ADJUSTMENT OF COMPENSATION 0.00 111,375.34 EXTRA WORK 179.23 1,711,277.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 179.23 41,063,223.33 277 MOBILIZATION LS 4950,000.0000 4950,000.00 1.000 4,950,000.00 ORIGINAL CONTRACT AMOUNT 59,716,687.51 TOTAL WORK COMPLETED 179.23 46,013,223.33 MATERIALS ON HAND ON SITE 1,174,882.31 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -116,684.54 TOTAL 179.23 47,071,421.10 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 04/24/96 1000 05/06/96 05/09/96 03/09/00 659 75 -4 9 73% 87% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU WORK IS 73%, TIME IS 74% MARTIN, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/30/99