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 12/20/99 EST. NO.16 TIME 10:57 AM R.E. NAME: MAHFOUD, ELIAS 06-278614 --------------------------------------------------------------------------- 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 0246 85.62 E.W. @ F.A.(+) 083099 N 730.00 0249 171.23 083199 N 731.00 0268 107.03 092099 N 770.00 0269 629.50 092099 N 771.00 0270 56.29 092199 N 772.00 0271 1,632.49 092299 N 776.00 0272 1,486.18 092399 N 780.00 0273 377.01 092499 N 782.00 0274 446.97 092799 N 790.00 0275 513.73 100499 N 803. 0 0276 556.53 100599 N 805.00 0277 492.33 100699 N 808.00 0278 513.73 100799 N 812.00 0279 95.39 100899 N 815.00 0280 503.03 100899 N 814.00 0281 545.84 101199 N 819.00 0282 0.00 101299 N 822.00 0282-1 0.00 101299 N 822.00 DAO CORRECTING ENTRY 0282-2 535.14 101299 N 822.00 DAO CORRECTING ENTRY 0283 535.14 101399 N 828.00 0284 235.46 092899 N 793.00 0285 199.95 092999 N 796.00 0286 85.63 092299 N 777. 0 0288 342.49 093099 N 800. 0 0289 506.92 100199 N 802. 0 0290 146.71 092399 N 781.00 0291 64.22 092499 N 784.00 0292 85.63 092899 N 795.00 0293 128.43 093099 N 800.10 0294 543.40 091599 N 757.00 0295 342.49 091699 N 759. 0 0296 1,045.43 091699 N 760.00 0297 449.51 092799 N 791.00 004 0204 208.20 E.W. @ F.A.(+) 092999 N 797.00 006 0004 100.54 E.W. @ F.A.(+) 100799 N 811.00 008 0052 84.45 E.W. @ F.A.(+) 092299 N 779.00 0053 112.49 101399 N 827.00 0054 105.75 092999 N 798.00 015 0016 280.18 E.W. @ F.A.(+) 092199 N 774.00 019 0007 573.59 E.W. @ F.A.(+) 102099 Y 852.00 0008 1,739.53 102199 Y 854.00 0009 430.87 102299 Y 855.00 0013 177.63 102599 Y 858.00 0014 836.58 102699 Y 859.00 0015 1,371.70 102799 Y 860.00 0016 1,029.23 102899 Y 861.00 0018 589.58 103099 Y 863.00 0019 166.18 110199 Y 864.00 0019-1 -166.18 110199 Y 864.00 DAO CORRECTING ENTRY 0019-2 754.59 110199 Y 864.00 DAO CORRECTING ENTRY 0020 1,016.20 110299 Y 865.00 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 12/20/99 EST. NO.16 TIME 10:57 AM R.E. NAME: MAHFOUD, ELIAS 06-278614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0021 1,029.23 110399 Y 866. 0 0022 393.71 111199 Y 874.00 0023 80.28 111299 Y 873.00 0024 324.93 110999 Y 871.00 0025 1,029.23 110499 Y 867.00 0026 472.70 110599 Y 868.00 042 0003 409.44 E.W. @ F.A.(+) 091699 N 765.00 050 0006 212.59 E.W. @ F.A.(+) 091099 N 748.00 0006-1 -212.59 091099 N 748.00 DAO CORRECTING ENTRY 0006-2 485.16 091099 N 748.00 DAO CORRECTING ENTRY 0007 448.58 071599 N 543.00 0008 213.57 071999 N 551.00 0008-1 -213.57 071999 N 551.00 DAO CORRECTING ENTRY 0008-2 486.14 071999 N 551.00 DAO CORRECTING ENTRY 0008-3 -486.14 071999 N 551.00 DAO CORRECTING ENTRY 0008-4 457.96 071999 N 551.00 DAO CORRECTING ENTRY 28,001.78 TOTAL THIS ESTIMATE 862,909.53 TOTAL PREVIOUS ESTIMATE 890,911.31 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 12/20/99 EST. NO.16 TIME 10:57 AM R.E. NAME: MAHFOUD, ELIAS 06-278614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RETAINING WALL 13 -66.00 04 SURVEYS REDONE -2,580.00 04 SURVEYS REDONE -1,505.00 05 3 MIX DESIGN VERIFIC -6,000.00 05 SURVEY RESTAKING -1,075.00 07 SURVEY RESTAKE -430.00 08 OUT OF SPEC CONCRETE 214.50 10 RESTAKING 430.00 10 CLASS Z OUT OF SPEC -1,032.75 11 CORRECTION EST #10 -1,289.00 11 RESTAKING -650.00 11 RESTAKING -645.00 12 SURVEY DEDUCTION -107.50 13 OUT OF SPEC CONCRETE -1,650.00 14 0.00 -16,385.75 LABOR COMPLIANCE VIOLATION MISS PAYROLL -10,000.00 04 MISS PYRLLS REC'D 10,000.00 05 0.00 0.00 TOTAL DEDUCTIONS 0.00 -16,385.75 PROGRAM CAS145 PAGE 1 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 10:57 AM ESTIMATE NO. 16 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 12/20/99 LOCATION PROGRESS ESTIMATE 06-TUL-198-R4.8/R8.8 ----------------- R AND L BROSAMER INC IN TULARE COUNTY IN AND NEAR P O BOX 238 VISALIA FROM PLAZA DRIVE TO ROUTE ALAMO CA 94507 63/198 SEPARATION FED. AID NO. ACNH-P198(32)E CONSTRUCT 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 26,000.0000 26,000.00 0.900 23,400.00 002 TEMPORARY FENCE (TYPE CL-6) LF 5.0000 3,850.00 476.000 2,380.00 676.000 3,380.00 (S) 003 TEMPORARY CULVERT LF 50.0000 9,000.00 6.000 300.00 004 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.750 3,750.00 PLAN 005 WATER POLLUTION CONTROL LS 120,000.0000 120,000.00 0.680 81,600.00 006 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.080 4,000.00 0.640 32,000.00 (S) 007 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.045 2,700.00 0.690 41,400.00 (S) 008 TYPE II BARRICADE EA 70.0000 1,190.00 15.000 1,050.00 009 TYPE III BARRICADE EA 120.0000 9,120.00 135.000 16,200.00 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 16,140.00 15.000 45.00 1,553.000 4,659.00 (S) 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.0000 4,720.00 199.000 398.00 (S) 012 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.0000 1,140.00 0.000 0.00 (S) 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 15,050.00 685.000 171.25 34,240.000 8,560.00 (S) 014 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 22,400.00 23.000 805.00 416.000 14,560.00 015 TEMPORARY PAVEMENT MARKER EA 5.0000 5,050.00 950.000 4,750.00 (S) 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.010 500.00 0.930 46,500.00 (S) 017 TEMPORARY RAILING (TYPE K) LF 10.0000 388,000.00 5,136.000 51,360.00 24,640.000 246,400.00 018 TEMPORARY CRASH CUSHION MODULE EA 350.0000 49,000.00 56.000 19,600.00 179.000 62,650.00 019 ABANDON REINFORCED CONCRETE BOX LF 70.0000 16,100.00 230.000 16,100.00 CULVERT 020 ABANDON CULVERT EA 600.0000 24,600.00 3.000 1,800.00 39.300 23,580.00 021 ABANDON INLET EA 500.0000 500.00 1.000 500.00 022 ABANDON MANHOLE EA 200.0000 600.00 5.000 1,000.00 PROGRAM CAS145 PAGE 2 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 10:57 AM ESTIMATE NO. 16 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON SEWER MANHOLE EA 200.0000 400.00 0.000 0.00 024 ABANDON WATER WELL EA 400.0000 2,400.00 11.750 4,700.00 025 ABANDON SEWER EA 500.0000 2,000.00 2.000 1,000.00 026 OBLITERATE SURFACING SQYD 3.0000 33,600.00 12,242.700 36,728.10 027 REMOVE FENCE LF 3.0000 114,600.00 42,236.000 126,708.00 028 REMOVE METAL BEAM GUARD RAILING LF 10.0000 4,900.00 185.000 1,850.00 029 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 15,650.00 3,335.000 1,667.50 030 REMOVE PAINTED PAVEMENT MARKING SQFT 5.0000 1,950.00 0.000 0.00 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 930.00 602.000 602.00 032 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 1,030.00 1,115.000 1,115.00 033 REMOVE PAVEMENT MARKER EA 2.0000 3,180.00 1,382.000 2,764.00 034 REMOVE ASBESTOS CEMENT PIPE (WATER) LF 10.0000 45,400.00 2,631.690 26,316.90 035 REMOVE ASBESTOS CEMENT PIPE LF 45.0000 140,400.00 2,600.000 117,000.00 (TELEPHONE) 036 REMOVE ROADSIDE SIGN EA 100.0000 30,000.00 193.000 19,300.00 037 REMOVE ROADSIDE SIGN PANEL EA 25.0000 175.00 3.000 75.00 038 REMOVE SIGN PANEL AND REMOVABLE SIGN EA 50.0000 50.00 0.000 0.00 PANEL FRAME 039 REMOVE CULVERT LF 25.0000 24,500.00 978.000 24,450.00 040 REMOVE INLET EA 400.0000 6,800.00 15.000 6,000.00 041 REMOVE HEADWALL EA 300.0000 6,900.00 24.000 7,200.00 042 REMOVE SEWER MANHOLE EA 200.0000 4,800.00 1.000 200.00 19.000 3,800.00 043 REMOVE REINFORCED CONCRETE BOX CULVERT EA 10,000.0000 10,000.00 1.000 10,000.00 044 REMOVE JUNCTION BOX EA 300.0000 1,200.00 3.000 900.00 045 REMOVE SEWER PIPE LF 14.0000 114,100.00 304.000 4,256.00 5,575.000 78,050.00 046 RESET MAILBOX EA 50.0000 1,300.00 9.000 450.00 047 RELOCATE ROADSIDE SIGN EA 150.0000 4,350.00 6.000 900.00 048 ADJUST MANHOLE TO GRADE EA 500.0000 27,500.00 16.000 8,000.00 049 REMODEL COMMUNICATIONS VAULT EA 2,500.0000 7,500.00 2.000 5,000.00 PROGRAM CAS145 PAGE 3 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 10:57 AM ESTIMATE NO. 16 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 5,580.00 5,757.000 17,271.00 (S) 051 REMOVE CONCRETE CURB LF 2.0000 61,400.00 29,716.000 59,432.00 052 REMOVE CONCRETE (MISCELLANEOUS) CY 25.0000 23,250.00 947.770 23,694.25 053 SHATTER CONCRETE SQYD 1.0000 16,400.00 16,400.000 16,400.00 054 BRIDGE REMOVAL (PORTION), LOCATION A LS 25,000.0000 25,000.00 0.850 21,250.00 055 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000.00 056 REMOVE PUMPING PLANT LS 50,000.0000 50,000.00 0.000 0.00 057 CLEARING AND GRUBBING LS 72,000.0000 72,000.00 0.950 68,400.00 058 REMOVE TREE EA 350.0000 87,500.00 751.000 262,850.00 059 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.012 1,200.00 0.910 91,000.00 060 ROADWAY EXCAVATION CY 2.2500 2587,500.00 78,826.000 177,358.50 876,285.500 1,971,642.38 061 STRUCTURE EXCAVATION CY 60.0000 243,000.00 3,892.000 233,520.00 (F) 062 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 155,400.00 949.400 18,988.00 3,884.400 77,688.00 (F) 063 STRUCTURE EXCAVATION (RETAINING WALL) CY 50.0000 15,700.00 199.000 9,950.00 (F) 064 STRUCTURE EXCAVATION (TIEBACK WALL) CY 75.0000 9,000.00 7.000 525.00 (F) 065 STRUCTURE EXCAVATION (CUT OFF WALL) CY 50.0000 44,500.00 890.000 44,500.00 066 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 15.0000 136,500.00 751.000 11,265.00 2,853.000 42,795.00 (F) 067 STRUCTURE BACKFILL CY 25.0000 54,250.00 269.000 6,725.00 1,953.000 48,825.00 (F) 068 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 115,250.00 59.500 1,487.50 1,063.500 26,587.50 (F) 069 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 9,025.00 129.000 3,225.00 (F) 070 STRUCTURE BACKFILL (CUT OFF WALL) CY 25.0000 22,250.00 890.000 22,250.00 071 STRUCTURE BACKFILL (TIEBACK WALL) CY 25.0000 150.00 0.000 0.00 (F) 072 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 25.0000 16,000.00 0.000 0.00 (F) 073 SAND BACKFILL CY 70.0000 18,200.00 336.910 23,583.70 074 SAND BACKFILL (SANITARY SEWER) CY 70.0000 8,400.00 27.000 1,890.00 075 DITCH EXCAVATION CY 20.0000 12,200.00 222.000 4,440.00 076 SOIL NAIL ASSEMBLY LF 8.0000 1040,960.00 17,433.000 139,464.00 49,439.000 395,512.00 (S) PROGRAM CAS145 PAGE 4 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 10:57 AM ESTIMATE NO. 16 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRAW (EROSION CONTROL) TON 400.0000 60,000.00 0.580 232.00 0.580 232.00 (S) 078 EROSION CONTROL (DRILL SEED) ACRE 4,000.0000 44,000.00 0.000 0.00 (S) 079 FIBER (EROSION CONTROL) LB 1.5000 30,150.00 466.800 700.20 466.800 700.20 (S) 080 PURE LIVE SEED (EROSION CONTROL) LB 60.0000 111,000.00 22.370 1,342.20 22.370 1,342.20 (S) 081 COMMERCIAL FERTILIZER (EROSION CONTROL) LB 1.5000 23,850.00 194.500 291.75 194.500 291.75 (S) 082 COMPOST (EROSION CONTROL) LB 0.5000 95,500.00 2,334.000 1,167.00 2,334.000 1,167.00 (S) 083 STABILIZING EMULSION (EROSION CONTROL) LB 2.5000 10,450.00 49.000 122.50 49.000 122.50 (S) 084 MULCH (EROSION CONTROL) CY 10.0000 20,200.00 0.000 0.00 (S) 085 3" CORRUGATED HIGH DENSITY POLYETHYLENE LF 10.0000 12,700.00 976.500 9,765.00 PIPE CONDUIT 086 10" BITUMINOUS COATED CORRUGATED STEEL LF 20.0000 53,600.00 0.000 0.00 PIPE CONDUIT (.064" THICK) 087 12" BITUMINOUS COATED CORRUGATED STEEL LF 30.0000 25,500.00 297.750 8,932.50 PIPE CONDUIT (.064" THICK) 088 JACKED 12" WELDED STEEL PIPE LF 220.0000 46,200.00 163.000 35,860.00 (.250" THICK) 089 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0.00 090 CLASS 2 AGGREGATE SUBBASE CY 10.0000 156,000.00 1,068.200 10,682.00 091 CLASS 2 AGGREGATE BASE CY 17.0000 1380,400.00 57,008.150 969,138.55 092 LEAN CONCRETE BASE CY 50.0000 560,000.00 0.000 0.00 093 ASPHALT CONCRETE TON 38.0000 5928,000.00 37.100 1,409.80 70,951.580 2,696,160.04 094 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 20.0000 83,800.00 0.000 0.00 AREA) 095 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 2.0000 29,400.00 0.000 0.00 096 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 2.0000 1,280.00 0.000 0.00 097 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 2.0000 17,080.00 1,197.000 2,394.00 098 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 2.0000 6,260.00 0.000 0.00 099 CONCRETE PAVEMENT CY 80.0000 1400,000.00 0.000 0.00 100 REPLACE CONCRETE PAVEMENT CY 400.0000 7,200.00 19.110 7,644.00 19.110 7,644.00 101 SEAL PAVEMENT JOINT LF 3.0000 190,800.00 0.000 0.00 102 FURNISH PILING (CLASS 70) LF 14.0000 317,240.00 2,593.250 36,305.50 15,445.220 216,233.08 103 DRIVE PILE (CLASS 70) EA 800.0000 548,800.00 85.000 68,000.00 421.000 336,800.00 (S) PROGRAM CAS145 PAGE 5 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 10:57 AM ESTIMATE NO. 16 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PILING (CLASS 45) LF 15.0000 36,060.00 2,410.340 36,155.10 105 DRIVE PILE (CLASS 45) EA 800.0000 40,000.00 50.000 40,000.00 (S) 106 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.280 56,000.00 0.560 112,000.00 (S) 107 TIEBACK ANCHOR EA 4,000.0000 80,000.00 2.000 8,000.00 (S) 108 STRUCTURAL CONCRETE CY 550.0000 374,000.00 30.450 16,747.50 617.950 339,872.50 (F) 109 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 252,000.00 93.330 18,666.00 620.330 124,066.00 (F) 110 STRUCTURAL CONCRETE, BRIDGE CY 260.0000 2490,800.00 345.000 89,700.00 4,640.000 1,206,400.00 (F) 111 STRUCTURAL CONCRETE, RETAINING WALL CY 260.0000 890,760.00 391.000 101,660.00 (F) 112 STRUCTURAL CONCRETE, APPROACH SLAB CY 250.0000 47,500.00 0.000 0.00 (F) (TYPE N) 113 CLASS A CONCRETE (BOX CULVERT) CY 500.0000 444,000.00 888.000 444,000.00 (F) 114 CLASS A CONCRETE (WINGWALLS) CY 700.0000 35,420.00 50.600 35,420.00 (F) 115 CLASS C CONCRETE (BACKFILL) CY 100.0000 54,000.00 849.570 84,957.00 116 MINOR CONCRETE (MINOR STRUCTURE) CY 800.0000 227,200.00 104.480 83,584.00 (F) 117 MINOR CONCRETE (BARRIER SLAB) CY 250.0000 992,500.00 620.000 155,000.00 (F) 118 RIPPED TEXTURE (REINFORCING BAR) SQFT 1.0000 128,972.00 0.000 0.00 (F) 119 DRILL AND BOND DOWEL LF 30.0000 2,700.00 23.500 705.00 120 RETAINING WALL STEM (TYPE 6) SQFT 15.0000 20,520.00 1,368.000 20,520.00 (F) 121 SOUND WALL SQFT 13.0000 321,542.00 23,497.000 305,461.00 (SF) 122 JOINT SEAL (TYPE B-MR 1") LF 35.0000 5,950.00 0.000 0.00 (S) 123 JOINT SEAL (TYPE B-MR 1 1/2") LF 40.0000 29,400.00 0.000 0.00 (S) 124 JOINT SEAL (TYPE B-MR 2") LF 45.0000 10,350.00 0.000 0.00 (S) 125 BAR REINFORCING STEEL LB 0.6300 103,635.00 7,355.960 4,634.25 149,520.960 94,198.20 (SF) 126 BAR REINFORCING STEEL (BRIDGE) LB 0.5500 1197,075.00 103,088.800 56,698.84 1,052,328.800 578,780.84 (SF) 127 BAR REINFORCING STEEL (RETAINING WALL) LB 0.6300 311,798.97 45,451.000 28,634.13 (SF) 128 BAR REINFORCING STEEL LB 0.5500 139,724.75 254,045.000 139,724.75 (SF)(BOX CULVERT AND WINGWALL) 129 SHOTCRETE CY 300.0000 447,000.00 177.000 53,100.00 733.000 219,900.00 (F) 130 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 2.2500 42,075.00 0.000 0.00 (F) WITH WALKWAY) PROGRAM CAS145 PAGE 6 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 10:57 AM ESTIMATE NO. 16 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.0000 18,700.00 0.000 0.00 (SF)WITH WALKWAY) 132 FURNISH SIGN STRUCTURE (TUBULAR) LB 2.0000 97,390.00 0.000 0.00 (F) 133 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.5000 24,347.50 0.000 0.00 (SF) 134 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 2.5000 118,260.00 0.000 0.00 (F) 135 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 23,652.00 0.000 0.00 (SF) 136 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 318,940.00 0.000 0.00 (F) 137 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 55,814.50 0.000 0.00 (SF) 138 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 48,000.00 36.000 7,200.00 184.000 36,800.00 (S) (SIGN FOUNDATION) 139 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 90,000.00 84.000 21,000.00 116.000 29,000.00 (S) (SIGN FOUNDATION) 140 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 500.0000 9,000.00 0.000 0.00 (S) (SIGN FOUNDATION) 141 METAL (RAIL MOUNTED SIGN) LB 7.0000 38,010.00 0.000 0.00 (F) 142 ROADSIDE SIGN - ONE POST EA 150.0000 40,500.00 61.000 9,150.00 143 ROADSIDE SIGN - TWO POST EA 250.0000 11,750.00 4.000 1,000.00 144 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 8,800.00 14.000 1,120.00 METHOD) 145 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 250.0000 14,000.00 0.000 0.00 146 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 20.0000 2,400.00 0.000 0.00 147 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 200.00 1.000 100.00 EXISTING POST 148 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 25.0000 5,000.00 293.000 7,325.00 149 12" ALTERNATIVE PIPE CULVERT (TYPE B) LF 100.0000 2,600.00 0.000 0.00 150 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 30.0000 194,100.00 4,691.000 140,730.00 151 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 30.0000 90,000.00 126.000 3,780.00 346.000 10,380.00 152 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 50.0000 237,500.00 3,689.000 184,450.00 153 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 55.0000 30,800.00 0.000 0.00 154 30" ALTERNATIVE PIPE CULVERT LF 55.0000 92,400.00 10.000 550.00 1,112.000 61,160.00 155 36" ALTERNATIVE PIPE CULVERT LF 100.0000 3,600.00 36.000 3,600.00 156 42" ALTERNATIVE PIPE CULVERT LF 80.0000 85,600.00 997.000 79,760.00 157 48" ALTERNATIVE PIPE CULVERT LF 100.0000 74,000.00 724.000 72,400.00 PROGRAM CAS145 PAGE 7 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 10:57 AM ESTIMATE NO. 16 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 30" CAST-IN-PLACE CONCRETE PIPE LF 75.0000 72,750.00 0.000 0.00 159 36" CAST-IN-PLACE CONCRETE PIPE LF 65.0000 59,150.00 0.000 0.00 160 42" CAST-IN-PLACE CONCRETE PIPE LF 85.0000 92,650.00 0.000 0.00 161 54" CAST-IN-PLACE CONCRETE PIPE LF 90.0000 89,100.00 0.000 0.00 162 18" REINFORCED CONCRETE PIPE LF 35.0000 47,600.00 1,287.000 45,045.00 163 24" REINFORCED CONCRETE PIPE LF 40.0000 91,200.00 2,352.000 94,080.00 164 30" REINFORCED CONCRETE PIPE LF 65.0000 13,650.00 117.000 7,605.00 (CLASS III, RUBBER GASKET JOINT) 165 36" REINFORCED CONCRETE PIPE LF 65.0000 116,350.00 1,888.000 122,720.00 (CLASS III, RUBBER GASKET JOINT) 166 36" REINFORCED CONCRETE PRESSURE PIPE LF 110.0000 55,000.00 453.000 49,830.00 (CLASS III, RUBBER GASKET JOINT) 167 12" REINFORCED CONCRETE PRESSURE PIPE LF 200.0000 2,800.00 0.000 0.00 (CLASS IV, RUBBER GASKET JOINT) 168 JACKED 24" REINFORCED CONCRETE PIPE LF 150.0000 24,000.00 193.000 28,950.00 (CLASS III, RUBBER GASKET JOINT) 169 45" X 29" OVAL SHAPED REINFORCED LF 100.0000 24,000.00 186.000 18,600.00 CONCRETE PIPE (CLASS III) 170 18" CORRUGATED STEEL PIPE (.109" THICK) LF 50.0000 78,500.00 88.000 4,400.00 171 12" CORRUGATED STEEL PIPE RISER LF 100.0000 2,800.00 0.000 0.00 (.064" THICK) 172 18" ALTERNATIVE FLARED END SECTION EA 710.0000 20,590.00 6.000 4,260.00 173 24" ALTERNATIVE FLARED END SECTION EA 800.0000 13,600.00 10.800 8,640.00 174 INSTALL 12" GATE VALVE EA 2,500.0000 2,500.00 0.000 0.00 175 DEBRIS RACK EA 5,000.0000 5,000.00 0.000 0.00 176 OUTFALL STRUCTURE EA 5,000.0000 5,000.00 0.750 3,750.00 177 JUNCTION BOX EA 1,000.0000 1,000.00 0.750 750.00 178 MANHOLE (TYPE 1) EA 2,000.0000 110,000.00 51.300 102,600.00 179 MANHOLE (TYPE 2) EA 3,000.0000 21,000.00 1.000 3,000.00 6.700 20,100.00 180 MANHOLE (TYPE 3) EA 3,000.0000 42,000.00 0.000 0.00 181 4" ALTERNATIVE SEWER PIPE LF 100.0000 1,700.00 17.000 1,700.00 (S) 182 6" ALTERNATIVE SEWER PIPE LF 100.0000 2,100.00 54.000 5,400.00 (S) 183 8" ALTERNATIVE SEWER PIPE LF 100.0000 3,700.00 40.000 4,000.00 (S) 184 12" ALTERNATIVE SEWER PIPE LF 50.0000 43,500.00 865.000 43,250.00 (S) PROGRAM CAS145 PAGE 8 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 10:57 AM ESTIMATE NO. 16 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 18" ALTERNATIVE SEWER PIPE LF 100.0000 8,400.00 84.000 8,400.00 (S) 186 30" ALTERNATIVE SEWER PIPE LF 57.0000 392,730.00 6,903.000 393,471.00 (S) 187 JACKED WELDED STEEL PIPE (SEWER) LF 400.0000 156,000.00 382.000 152,800.00 (S) 188 30" REINFORCED CONCRETE SEWER PIPE LF 85.0000 22,950.00 262.000 22,270.00 (S) (RUBBER GASKET JOINT; PLASTIC LINED) 189 48" PRECAST CONCRETE PIPE SEWER MANHOLE EA 5,000.0000 15,000.00 2.850 14,250.00 (S) 190 60" PRECAST CONCRETE PIPE SEWER MANHOLE EA 2,500.0000 42,500.00 17.100 42,750.00 (S) 191 72" PRECAST CONCRETE PIPE SEWER EA 7,500.0000 15,000.00 1.900 14,250.00 (S) MANHOLE 192 ROCK SLOPE PROTECTION CY 100.0000 5,400.00 0.000 0.00 (BACKING NO. 2, METHOD B) 193 SLOPE PAVING (CONCRETE) CY 300.0000 60,000.00 0.000 0.00 (F) 194 SLOPE PAVING (RIVER ROCK COBBLES) SQFT 5.0000 38,100.00 0.000 0.00 (F) 195 GEOMEMBRANE SQYD 0.5000 1,310.00 4,907.100 2,453.55 196 GEOTEXTILE CUSHION FABRIC SQYD 0.5000 2,620.00 9,814.200 4,907.10 197 MINOR CONCRETE (MISCELLANEOUS CY 215.0000 913,750.00 3,193.460 686,593.90 CONSTRUCTION) 198 MINOR CONCRETE (COBBLE STONE PAVING) SQFT 6.0000 113,400.00 0.000 0.00 199 PUMPING PLANT EQUIPMENT (LOCATION A) LS 75,000.0000 75,000.00 0.000 0.00 (S) 200 PUMPING PLANT EQUIPMENT (LOCATION B) LS 75,000.0000 75,000.00 0.000 0.00 (S) 201 PUMPING PLANT ELECTRICAL EQUIPMENT LS 100,000.0000 100,000.00 0.100 10,000.00 0.100 10,000.00 (S) (LOCATION A) 202 PUMPING PLANT ELECTRICAL EQUIPMENT LS 100,000.0000 100,000.00 0.050 5,000.00 0.050 5,000.00 (S) (LOCATION B) 203 MISCELLANEOUS IRON AND STEEL LB 1.0000 9,570.00 10,005.000 10,005.00 (SF)(SEWER SYSTEM) 204 MANHOLE FRAME AND COVER EA 500.0000 32,500.00 56.500 28,250.00 (S) 205 MANHOLE FRAME AND GRATE EA 500.0000 7,000.00 0.000 0.00 (S) 206 INLET FRAME AND GRATE EA 250.0000 50,000.00 59.000 14,750.00 (S) 207 MISCELLANEOUS METAL (BRIDGE) LB 3.5000 57,400.00 0.000 0.00 (SF) 208 PUMPING PLANT METAL WORK (LOCATION A) LB 6.0000 45,300.00 2,000.000 12,000.00 2,200.000 13,200.00 (SF) 209 PUMPING PLANT METAL WORK (LOCATION B) LB 6.0000 44,160.00 436.000 2,616.00 536.000 3,216.00 (SF) 210 FENCE (TYPE WM, METAL POST) LF 3.0000 53,400.00 494.000 1,482.00 (S) 211 CHAIN LINK FENCE (TYPE CL-6) LF 7.0000 140,000.00 1,860.000 13,020.00 (S) PROGRAM CAS145 PAGE 9 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 10:57 AM ESTIMATE NO. 16 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 16' WIRE MESH GATE EA 300.0000 2,400.00 0.000 0.00 (S) 213 6' CHAIN LINK GATE (TYPE CL-6) EA 250.0000 4,500.00 1.000 250.00 (S) 214 8' CHAIN LINK GATE (TYPE CL-6) EA 300.0000 1,200.00 0.000 0.00 (S) 215 10' CHAIN LINK GATE (TYPE CL-6) EA 350.0000 700.00 1.000 350.00 (S) 216 20' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 3,000.00 1.000 500.00 (S) 217 SURVEY MONUMENT EA 400.0000 16,800.00 0.000 0.00 (S) 218 CONCRETE BARRIER DELINEATOR EA 100.0000 2,200.00 0.000 0.00 219 DELINEATOR (CLASS 1) EA 30.0000 8,100.00 0.000 0.00 220 MILEPOST MARKER EA 30.0000 780.00 0.000 0.00 221 OBJECT MARKER (TYPE K-1) EA 30.0000 540.00 0.000 0.00 222 OBJECT MARKER (TYPE L-1) EA 30.0000 660.00 0.000 0.00 223 METAL BEAM GUARD RAILING (WOOD POST) LF 15.0000 81,000.00 75.000 1,125.00 (S) 224 SAFETY RAILING LF 30.0000 3,300.00 0.000 0.00 (S) 225 CHAIN LINK RAILING (TYPE 7) LF 23.0000 211,577.00 0.000 0.00 (SF) 226 CHAIN LINK RAILING (RETAINING WALL) LF 35.0000 4,200.00 0.000 0.00 227 TIMBER BARRICADE EA 100.0000 200.00 0.000 0.00 228 PEDESTRIAN BARRICADE EA 50.0000 1,250.00 0.000 0.00 229 CONCRETE BARRIER (TYPE 25) LF 42.0000 43,554.00 0.000 0.00 (F) 230 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 42.0000 362,964.00 0.000 0.00 (F) 231 CONCRETE BARRIER (TYPE 26) LF 55.0000 113,520.00 0.000 0.00 (F) 232 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 55.0000 2,860.00 0.000 0.00 (F) 233 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 16.0000 387,200.00 0.000 0.00 (S) 234 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 25.0000 18,250.00 0.000 0.00 (S) 235 CONCRETE BARRIER (TYPE 50C) LF 135.0000 70,335.00 0.000 0.00 (F) 236 CONCRETE BARRIER (TYPE 50D) LF 20.0000 64,280.00 0.000 0.00 (F) 237 CONCRETE BARRIER (TYPE 50E) LF 110.0000 12,100.00 0.000 0.00 238 CABLE RAILING LF 15.0000 3,750.00 242.000 3,630.00 (S) PROGRAM CAS145 PAGE 10 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 10:57 AM ESTIMATE NO. 16 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CABLE ANCHOR ASSEMBLY EA 550.0000 6,050.00 0.000 0.00 (S) 240 CABLE ANCHOR ASSEMBLY EA 600.0000 9,600.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) 241 RETURN SECTION (THRIE BEAM BARRIER) EA 150.0000 300.00 0.000 0.00 (S) 242 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 200.0000 200.00 0.000 0.00 (S) 243 TERMINAL SECTION (TYPE B) EA 120.0000 360.00 0.000 0.00 (S) 244 END SECTION EA 120.0000 600.00 0.000 0.00 (S) 245 TERMINAL SYSTEM (TYPE SRT) EA 300.0000 6,600.00 0.000 0.00 (S) 246 RETURN SECTION EA 100.0000 900.00 0.000 0.00 (S) 247 CRASH CUSHION, SAND FILLED EA 3,500.0000 17,500.00 0.000 0.00 (S) 248 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 31,600.00 0.000 0.00 (S) 249 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) LF 0.2000 38,000.00 0.000 0.00 (S) 250 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1000 5,890.00 7,831.000 783.10 63,373.500 6,337.35 (S) 251 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.0000 7,910.00 556.000 556.00 7,021.750 7,021.75 (S) 252 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 3,810.00 0.000 0.00 (S) 253 PAVEMENT MARKER (REFLECTIVE) EA 2.5000 17,275.00 207.000 517.50 1,128.000 2,820.00 (S) 254 SIGNAL AND LIGHTING LS 40,000.0000 40,000.00 0.030 1,200.00 0.980 39,200.00 (S) (TEMPORARY LOCATION 1) 255 SIGNAL AND LIGHTING (TEMPORARY LS 30,000.0000 30,000.00 0.030 900.00 0.980 29,400.00 (S) LOCATION 2) 256 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.030 900.00 0.980 29,400.00 (S) (TEMPORARY LOCATION 3) 257 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.030 900.00 0.980 29,400.00 (S) (TEMPORARY LOCATION 4) 258 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.030 900.00 0.980 29,400.00 (S) (TEMPORARY LOCATION 5) 259 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.030 900.00 0.980 29,400.00 (S) (TEMPORARY LOCATION 6) 260 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.030 900.00 0.980 29,400.00 (S) (TEMPORARY LOCATION 7) 261 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.220 11,000.00 0.800 40,000.00 (S) 262 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 0.070 3,500.00 0.750 37,500.00 (S) 263 SIGNAL AND LIGHTING (LOCATION 3) LS 50,000.0000 50,000.00 0.150 7,500.00 0.750 37,500.00 (S) 264 SIGNAL AND LIGHTING (LOCATION 4) LS 50,000.0000 50,000.00 0.080 4,000.00 0.650 32,500.00 (S) 265 SIGNAL AND LIGHTING (LOCATION 5) LS 50,000.0000 50,000.00 0.850 42,500.00 (S) PROGRAM CAS145 PAGE 11 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 10:57 AM ESTIMATE NO. 16 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 SIGNAL AND LIGHTING (LOCATION 6) LS 50,000.0000 50,000.00 0.250 12,500.00 0.600 30,000.00 (S) 267 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.050 5,000.00 0.900 90,000.00 (S) (LOCATION A) 268 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.850 85,000.00 (S) (LOCATION B) 269 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 80,000.0000 80,000.00 0.050 4,000.00 0.750 60,000.00 (S) (LOCATION C) 270 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 80,000.0000 80,000.00 0.650 52,000.00 0.700 56,000.00 (S) (LOCATION D) 271 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 90,000.0000 90,000.00 0.100 9,000.00 0.600 54,000.00 (S) (LOCATION E) 272 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 80,000.0000 80,000.00 0.200 16,000.00 0.700 56,000.00 (S) (LOCATION F) 273 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.150 15,000.00 0.850 85,000.00 (S) (LOCATION G) 274 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.150 15,000.00 0.850 85,000.00 (S) (LOCATION H) 275 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 90,000.0000 90,000.00 0.250 22,500.00 (S) (LOCATION I) 276 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 90,000.0000 90,000.00 0.150 13,500.00 0.700 63,000.00 (S) (LOCATION J) 277 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 0.850 85,000.00 (S) 278 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 0.040 12,000.00 0.370 111,000.00 (S) 279 CHANGEABLE MESSAGE SIGN SYSTEM LS 14,000.0000 14,000.00 0.100 1,400.00 (S) 280 INTERCONNECTION CONDUIT AND CONDUCTOR LS 80,000.0000 80,000.00 0.030 2,400.00 0.800 64,000.00 (S) 281 MODIFY TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 0.000 0.00 (S) 282 TRAFFIC MONITORING STATION (COUNT) LS 20,000.0000 20,000.00 0.100 2,000.00 (S) 283 TRAFFIC MONITORING STATION (LOCATION 1) LS 20,000.0000 20,000.00 0.080 1,600.00 0.200 4,000.00 (S) 284 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 0.140 2,800.00 (S) 285 TRAFFIC MONITORING STATION (LOCATION 3) LS 20,000.0000 20,000.00 0.500 10,000.00 0.500 10,000.00 (S) 286 TRAFFIC MONITORING STATION (LOCATION 4) LS 20,000.0000 20,000.00 0.100 2,000.00 0.200 4,000.00 (S) 287 TRAFFIC MONITORING STATION (LOCATION 5) LS 40,000.0000 40,000.00 0.050 2,000.00 (S) 288 CLOSED CIRCUIT TELEVISION SYSTEM LS 60,000.0000 60,000.00 0.150 9,000.00 (S) 289 REMOVE EXISTING SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 (S) (LOCATION 7) 290 REMOVE EXISTING SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 (S) (LOCATION 8) 291 REMOVE EXISTING SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 (S) (LOCATION 9) PROGRAM CAS145 PAGE 12 DATE 12/20/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-278614 TIME 10:57 AM ESTIMATE NO. 16 BID OPENING 11/03/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/99 R.E. NAME: MAHFOUD, ELIAS DATE OF THIS ESTIMATE 12/20/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,126,669.39 17,179,105.32 ADJUSTMENT OF COMPENSATION 0.00 163,852.01 EXTRA WORK 28,001.78 727,059.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,154,671.17 18,070,016.63 292 MOBILIZATION LS 3900,000.0000 3900,000.00 0.950 3,705,000.00 ORIGINAL CONTRACT AMOUNT 39,561,791.72 TOTAL WORK COMPLETED 1,154,671.17 21,775,016.63 MATERIALS ON HAND ON SITE 1,183,159.29 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -16,385.75 TOTAL 1,154,671.17 22,941,790.17 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/04/98 580 12/09/98 12/21/98 05/30/01 226 27 0 1 51% 39% PROGRESS IS SATISFACTORY MAHFOUD, ELIAS RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/99