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 08/22/03 EST. NO.18 TIME 01:11 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0055 395.69 E.W. @ F.A.(+) 062303 N 793.10 0056 525.94 062403 N 794.10 007 0001 3,900.99 E.W. @ F.A.(+) 042103 N 0704.0 0002 103.48 040303 N 0750.0 017 0028 107.91 E.W. @ F.A.(+) 060303 N 827.00 021 0182 792.00 E.W. @ F.A.(+) 061203 N 826.00 024 0001 396.23 E.W. @ F.A.(+) 070202 N 0042.0 0002 594.34 070302 N 0043.0 0003 396.23 070802 N 0044.0 0004 1,113.20 061302 N 0097.0 026 0025 3,898.87 E.W. @ F.A.(+) 072002 Y CJ0802 0031 2,875.81 091002 Y CJ1703 0120 5,391.33 100902 Y CJ2101 0132 44.21 072002 Y CJ0803 0160 494.50 040603 Y 0706.0 0186 621.00 042903 Y 0797.0 0195 3,889.88 060203 Y 823.00 0196 3,616.75 051003 Y 820.00 0197 4,493.63 052803 Y 822.00 0198 4,548.25 052803 Y 821.00 0199 713.00 042603 Y 819.00 0200 1,753.75 060503 Y 824.00 0203 109,174.97 111902 Y CJ15R1 0204 7,949.38 102302 Y CJ22R3 030 0002 876.83 E.W. @ F.A.(+) 051603 Y 0806.0 0003 21,953.19 071503 Y SG01 0 031 0001 449.40 A.C. @ L.S.(+) 063003 Y 825.00 034 0001 1,632.09 E.W. @ F.A.(+) 042103 N 0745.0 042 0015 20,239.13 E.W. @ L.S.(+) 082103 Y 0840.0 046 0001 2,996.39 A.C. @ U.P.(+) 032003 N ACPI 0 058 0001 1,376.32 A.C. @ L.S.(+) 062503 N S&G001 207,314.69 TOTAL THIS ESTIMATE 1,477,179.99 TOTAL PREVIOUS ESTIMATE 1,684,494.68 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 08/22/03 EST. NO.18 TIME 01:11 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE COMPLIANCE, PCC -578.16 04 CONCRETE OUT-OF-SPEC -4,067.52 08 SWPPP, 25% DEDUCT. -684,493.00 08 SWPPP 25% REDUCTION 684,493.00 09 RESTAKING CHARGE -900.00 10 LATE LANE CLOSURE -8,700.00 12 SOIL CEMENT NON-COMP -260,709.00 12 LAST LANE CLOSURE -391,500.00 14 OUT-OF-SPEC CONCRETE -400.00 14 OUT-OF-SPEC CONCRETE -1,276.85 14 OUT-OF-SPEC CONCRETE -2,442.90 14 OUT-OF-STATE INSPECT -2,500.00 14 SOIL CEM. NON-COMPL 260,709.00 14 LATE LANE CLOS. 26,100.00 18 26,100.00 -386,265.43 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCUMENTS -10,000.00 05 DOCS RECD 10,000.00 06 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS MARCH -10,000.00 01 O/S PRS APRIL -10,000.00 02 O/S PRS MAY -10,000.00 03 PRS RECD MARCH 10,000.00 03 O/S PRS JUNE -10,000.00 04 O/S PRS JULY -10,000.00 05 PRS RECD JUNE 10,000.00 05 O/S PRS AUG -10,000.00 06 PRS RECD JULY 10,000.00 06 O/S PRS SEPT -10,000.00 07 PRS RECD MAY 10,000.00 07 O/S PRS OCT -10,000.00 08 PRS RECD AUG 10,000.00 08 O/S PRS NOV -10,000.00 09 PRS RECD OCT 10,000.00 09 O/S PRS DEC -10,000.00 10 O/S PRS JAN -10,000.00 11 PRS RECD NOV 10,000.00 11 PRS RECD DEC 10,000.00 11 O/S PRS FEB 03 -10,000.00 12 PRS RECD APRIL 02 10,000.00 12 PRS RECD JAN 03 10,000.00 12 O/S PRS MARCH -10,000.00 13 PRS RECD FEB 10,000.00 13 O/S PRS MAY -10,000.00 16 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 08/22/03 EST. NO.18 TIME 01:11 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD APRIL 10,000.00 16 APRIL CORRECTION -10,000.00 17 O/S PRS JUNE -10,000.00 17 O/S PRS JULY -10,000.00 18 -10,000.00 -50,000.00 TOTAL DEDUCTIONS 16,100.00 -436,265.43 PROGRAM CAS145 PAGE 1 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:11 PM ESTIMATE NO. 18 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 08/22/03 LOCATION PROGRESS ESTIMATE 11-SD-5-R28.3/R37.0 ----------------- E.L. YEAGER CONSTRUCTION CO. IN SAN DIEGO COUNTY AT VARIOUS INC. LOCATIONS 3063 E.CARMEL VALLEY RD. SAN DIEGO,CA 92130 FED. AID NO. ACIM-X073(59)N ,STPL-6066(39)N WIDEN FREEWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 150,000.0000 150,000.00 0.500 75,000.00 02 TIME-RELATED OVERHEAD WDAY 4,000.0000 4,400,000.00 23.000 92,000.00 331.000 1,324,000.00 03 TEMPORARY FENCE (TYPE ESA) M 14.0000 20,300.00 756.000 10,584.00 04 TEMPORARY CHAIN LINK FENCE M 36.0000 97,200.00 1,696.000 61,056.00 (TYPE CL-1.8, SLATTED) 05 TEMPORARY CHAIN LINK GATE EA 550.0000 6,050.00 10.000 5,500.00 06 600 MM TEMPORARY CULVERT M 225.0000 29,250.00 61.000 13,725.00 07 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 550,000.0000 550,000.00 0.021 11,550.00 0.301 165,550.00 09 TEMPORARY EROSION CONTROL M2 0.2500 88,250.00 4,650.000 1,162.50 S) 10 TEMPORARY FIBER ROLL M 6.0000 198,000.00 1,210.000 7,260.00 11 TEMPORARY GRAVEL BAG EA 3.5000 19,250.00 0.000 0.00 12 TEMPORARY CONCRETE WASHOUT EA 1,000.0000 20,000.00 9.000 9,000.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 210,000.00 12.000 72,000.00 14 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.008 600.00 0.519 38,925.00 S) 15 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.021 16,800.00 0.301 240,800.00 S) 16 TYPE III BARRICADE EA 60.0000 1,200.00 0.000 0.00 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 22.0000 2,750.00 48.660 1,070.52 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 19,900.00 0.000 0.00 S) 19 TRAFFIC PLASTIC DRUM EA 36.0000 18,720.00 15.000 540.00 106.000 3,816.00 20 FLASHING BEACON (PORTABLE) EA 1,100.0000 2,200.00 0.000 0.00 S) 21 TEMPORARY PAVEMENT MARKER EA 3.5000 17,920.00 0.000 0.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 60,000.00 0.125 1,250.00 1.805 18,050.00 PROGRAM CAS145 PAGE 2 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:11 PM ESTIMATE NO. 18 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 30.0000 768,000.00 1,776.000 53,280.00 13,617.136 408,514.08 24 TEMPORARY CRASH CUSHION MODULE EA 185.0000 85,100.00 167.000 30,895.00 25 TEMPORARY CRASH CUSHION (ADIEM) EA 13,500.0000 162,000.00 6.000 81,000.00 26 ABANDON CULVERT EA 1,800.0000 19,800.00 1.000 1,800.00 27 ABANDON PIPELINE EA 1,000.0000 3,000.00 2.000 2,000.00 28 REMOVE FENCE M 10.0000 46,740.00 2,367.000 23,670.00 29 REMOVE METAL BEAM GUARD RAILING M 17.0000 49,470.00 156.210 2,655.57 2,673.570 45,450.69 30 REMOVE CABLE RAILING M 17.0000 2,550.00 0.000 0.00 31 REMOVE TRAFFIC STRIPE (YELLOW) M2 20.0000 20,600.00 0.000 0.00 32 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 12.0000 119,640.00 2,340.450 28,085.40 MARKING 33 REMOVE CHANNELIZERS EA 2.0000 340.00 0.000 0.00 34 REMOVE ROADSIDE SIGN EA 100.0000 2,800.00 0.000 0.00 35 REMOVE SIGN STRUCTURE EA 3,500.0000 49,000.00 0.000 0.00 36 REMOVE CULVERT EA 4,200.0000 21,000.00 0.000 0.00 37 REMOVE INLET EA 800.0000 5,600.00 1.000 800.00 38 RECONSTRUCT TYPE 9 BRIDGE RAILING M 300.0000 600.00 0.000 0.00 39 RESET ROADSIDE SIGN EA 200.0000 4,000.00 0.000 0.00 40 RELOCATE SIGN STRUCTURE EA 2,800.0000 5,600.00 0.000 0.00 S) 41 RELOCATE WATER METER EA 500.0000 500.00 0.000 0.00 42 MODIFY INLET EA 750.0000 3,750.00 0.000 0.00 43 MODIFY SIGN STRUCTURE EA 5,200.0000 57,200.00 0.000 0.00 S) 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 58.0000 2,958.00 0.000 0.00 S) (75 MM MAXIMUM) 45 REMOVE CONCRETE M3 100.0000 54,000.00 9.860 986.00 55.160 5,516.00 46 REMOVE CONCRETE (STRUCTURE) M3 125.0000 203,750.00 840.290 105,036.25 47 REMOVE CONCRETE CURB M 16.0000 1,456.00 0.000 0.00 48 REMOVE CONCRETE CURB AND SIDEWALK M 26.0000 14,820.00 0.000 0.00 49 REMOVE CONCRETE BARRIER M 17.0000 33,660.00 226.000 3,842.00 PROGRAM CAS145 PAGE 3 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:11 PM ESTIMATE NO. 18 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE ISLAND (PORTIONS) M3 85.0000 11,050.00 0.000 0.00 51 CAP INLET EA 800.0000 9,600.00 4.000 3,200.00 52 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 53 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 0.500 10,000.00 54 BRIDGE REMOVAL (PORTION), LOCATION C LS 28,000.0000 28,000.00 1.000 28,000.00 55 BRIDGE REMOVAL (PORTION), LOCATION D LS 28,000.0000 28,000.00 0.275 7,700.00 56 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.016 3,200.00 0.740 148,000.00 57 DEVELOP WATER SUPPLY LS 82,800.0000 82,800.00 0.021 1,738.80 0.299 24,757.20 58 ROADWAY EXCAVATION M3 5.5000 3,957,800.00 6,174.000 33,957.00 109,404.800 601,726.40 59 ROADWAY EXCAVATION (TYPE Y) M3 12.0000 127,200.00 5,928.000 71,136.00 (AERIALLY DEPOSITED LEAD) 60 LEAD COMPLIANCE PLAN LS 20,000.0000 20,000.00 0.669 13,380.00 61 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 104,825.00 2,710.080 67,752.00 F) 62 STRUCTURE EXCAVATION (TYPE D) M3 175.0000 18,900.00 66.000 11,550.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 1,297,740.00 12,982.850 259,657.00 F) 64 STRUCTURE BACKFILL (BRIDGE) M3 105.0000 159,600.00 199.000 20,895.00 F) 65 ISOLATION CASING BACKFILL M3 60.0000 28,740.00 62.530 3,751.80 296.900 17,814.00 F) 66 STRUCTURE BACKFILL (RETAINING WALL) M3 43.0000 1,593,709.00 686.250 29,508.75 7,089.950 304,867.85 F) 67 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 173,100.00 98.290 5,897.40 441.290 26,477.40 F) WALL) 68 SAND BACKFILL M3 100.0000 192,000.00 19.350 1,935.00 69 DITCH EXCAVATION M3 30.0000 8,100.00 0.000 0.00 70 PLANTABLE GEOSYNTHETIC REINFORCED WALL M2 450.0000 8,852,400.00 1,551.200 698,040.00 71 STONE COLUMN (1.1 M) M 56.0000 1,349,600.00 526.000 29,456.00 S) 72 SOIL CEMENT M3 80.0000 1,704,000.00 22,547.690 1,803,815.20 S) 73 PREFABRICATED VERTICAL DRAIN M 2.5000 121,250.00 23,408.000 58,520.00 S) 74 HIGHWAY PLANTING LS 650,000.0000 650,000.00 0.017 11,050.00 S) 75 IMPORTED TOPSOIL M3 20.0000 82,400.00 0.000 0.00 S) 76 FIBER (HYDROSEED) KG 0.6000 13,020.00 323.000 193.80 S) PROGRAM CAS145 PAGE 4 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:11 PM ESTIMATE NO. 18 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TEMPORARY EROSION CONTROL (TYPE 2) M2 0.6000 70,800.00 0.000 0.00 S) 78 TEMPORARY EROSION CONTROL (TYPE 3) M2 0.6000 58,800.00 0.000 0.00 S) 79 COMPOST (HYDROSEED) KG 0.1000 2,300.00 342.000 34.20 S) 80 MOVE IN/MOVE OUT (EROSION CONTROL) EA 400.0000 4,000.00 0.000 0.00 S) 81 PURE LIVE SEED (HYDROSEED 1) KG 200.0000 26,000.00 0.280 56.00 S) 82 PURE LIVE SEED (HYDROSEED 2) KG 190.0000 34,200.00 0.000 0.00 S) 83 PURE LIVE SEED (HYDROSEED 3) KG 220.0000 2,420.00 0.000 0.00 S) 84 PURE LIVE SEED (SEEDING 1) KG 160.0000 112.00 0.000 0.00 S) 85 PURE LIVE SEED (SEEDING 2) KG 160.0000 6,400.00 0.000 0.00 S) 86 STABILIZING EMULSION (HYDROSEED) KG 2.0000 4,000.00 23.000 46.00 S) 87 COMMERCIAL FERTILIZER (HYDROSEED) KG 1.0000 350.00 4.750 4.75 S) 88 BONDED FIBER MATRIX (HYDROSEED) KG 2.5000 5,875.00 0.000 0.00 S) 89 TRANSPLANT TREE EA 100.0000 800.00 4.000 400.00 S) 90 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.014 1,400.00 0.075 7,500.00 S) 91 IRRIGATION SYSTEM LS 500,000.0000 500,000.00 0.095 47,500.00 S) 92 40 MM WATER METER EA 20,000.0000 20,000.00 0.000 0.00 93 50 MM WATER METER EA 25,000.0000 100,000.00 0.000 0.00 94 250 MM CORRUGATED HIGH DENSITY M 65.0000 20,800.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 95 EXTEND 250 MM CONDUIT M 270.0000 5,400.00 0.000 0.00 96 CLASS 4 AGGREGATE SUBBASE M3 53.0000 33,920.00 379.720 20,125.16 97 CLASS 2 AGGREGATE BASE M3 24.0000 1,502,400.00 281.220 6,749.28 98 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 550.0000 7,700.00 0.000 0.00 99 ASPHALT CONCRETE (TYPE A) TONN 50.0000 1,160,000.00 699.670 34,983.50 00 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 2,535,000.00 0.000 0.00 01 PLACE ASPHALT CONCRETE DIKE M 2.0000 18,000.00 0.000 0.00 02 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 23.0000 42,320.00 0.000 0.00 AREA) 03 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 3,600.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:11 PM ESTIMATE NO. 18 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE PAVEMENT M3 150.0000 4,950,000.00 0.000 0.00 05 SEAL PAVEMENT JOINT M 4.0000 208,800.00 0.000 0.00 06 FURNISH STEEL PILING (HP 305 X 110) M 40.0000 240,400.00 5,890.630 235,625.20 07 DRIVE STEEL PILE (HP 305 X 110) EA 2,300.0000 598,000.00 255.000 586,500.00 08 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 330,970.00 0.000 0.00 S) PILING 09 1.0 M CAST-IN-DRILLED-HOLE CONCRETE M 800.0000 67,200.00 83.680 66,944.00 S) PILING 10 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,170.0000 1,404,000.00 1,120.610 1,311,113.70 S) PILING 11 1.7 M CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 251,200.00 67.830 108,528.00 164.850 263,760.00 S) PILING 12 2.3 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 1,550,000.00 755.640 1,511,280.00 S) PILING 13 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 408,800.00 30.620 85,736.00 S) PILING 14 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 2,650.0000 646,600.00 244.210 647,156.50 S) PILING 15 3.2 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 1,440,000.00 24.460 97,840.00 332.770 1,331,080.00 S) PILING 16 3.8 M CAST-IN-DRILLED-HOLE CONCRETE M 5,700.0000 433,200.00 49.900 284,430.00 S) PILING 17 1.5 M PERMANENT STEEL CASING M 450.0000 540,000.00 1,204.998 542,249.10 S) 18 1.7 M PERMANENT STEEL CASING M 1,175.0000 184,475.00 67.830 79,700.25 164.850 193,698.75 S) 19 2.3 M PERMANENT STEEL CASING M 920.0000 713,000.00 773.020 711,178.40 S) 20 2.6 M PERMANENT STEEL CASING M 2,400.0000 350,400.00 17.470 41,928.00 145.210 348,504.00 S) 21 3.2 M PERMANENT STEEL CASING M 1,500.0000 540,000.00 24.770 37,155.00 359.340 539,010.00 S) 22 3.8 M PERMANENT STEEL CASING M 3,150.0000 239,400.00 76.740 241,731.00 S) 23 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 620.0000 125,240.00 169.720 105,226.40 S) PILING (ROCK SOCKET) 24 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 18,200.00 11.910 8,337.00 25.770 18,039.00 S) PILING (ROCK SOCKET) 25 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 1,150.0000 554,300.00 482.000 554,300.00 S) PILING (ROCK SOCKET) 26 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 1,730.0000 243,930.00 95.710 165,578.30 S) PILING (ROCK SOCKET) 27 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 780,000.00 21.340 55,484.00 279.190 725,894.00 S) PILING (ROCK SOCKET) 28 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 298,200.00 54.840 230,328.00 S) PILING (ROCK SOCKET) 29 PRESTRESSING CAST-IN-PLACE CONCRETE LS 725,000.0000 725,000.00 0.052 37,700.00 S) 30 PRESTRESSING LS 50,000.0000 50,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:11 PM ESTIMATE NO. 18 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 79,750.00 12.000 3,300.00 F) 32 STRUCTURAL CONCRETE, BRIDGE M3 550.0000 15,961,000.00 1,068.600 587,730.00 8,009.340 4,405,137.00 F) 33 STRUCTURAL CONCRETE, RETAINING WALL M3 330.0000 292,380.00 175.000 57,750.00 551.000 181,830.00 F) 34 RIVER ROCK ARCHITECTURAL TEXTURE M2 40.0000 474,240.00 2,546.000 101,840.00 F) 35 STUCCO ARCHITECTURAL TEXTURE M2 54.0000 12,312.00 0.000 0.00 F) 36 STRUCTURAL CONCRETE, APPROACH SLAB M3 720.0000 630,720.00 0.000 0.00 F) (TYPE N) 37 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,900.0000 38,000.00 0.000 0.00 F) (TYPE R) 38 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,700.0000 88,400.00 25.110 42,687.00 F) 39 CLASS 2 CONCRETE (RETAINING WALL) M3 310.0000 4,302,800.00 22.400 6,944.00 2,972.790 921,564.90 F) 40 MINOR CONCRETE (MINOR STRUCTURE) M3 1,450.0000 938,150.00 7.600 11,020.00 100.600 145,870.00 F) 41 PAVING NOTCH EXTENSION M3 1,500.0000 4,500.00 0.000 0.00 F) 42 HEAVY BLAST TEXTURE M2 53.0000 5,830.00 0.000 0.00 F) 43 FRACTURED FIN TEXTURE M2 190.0000 9,500.00 0.000 0.00 F) 44 DRILL AND BOND DOWEL M 75.0000 5,025.00 36.130 2,709.75 45 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 100,000.00 0.000 0.00 S) BULB-TEE GIRDER (30 M-35 M) 46 FURNISH PRECAST PRESTRESSED CONCRETE EA 27,000.0000 216,000.00 0.000 0.00 S) BULB-TEE GIRDER (35 M-40 M) 47 ERECT PRECAST PRETENSIONED GIRDER EA 20,000.0000 240,000.00 0.000 0.00 S) 48 RETAINING WALL (MASONRY WALL) M2 105.0000 2,835.00 0.000 0.00 49 PTFE BEARING EA 4,300.0000 34,400.00 0.000 0.00 S) 50 PTFE SPHERICAL BEARING EA 5,200.0000 187,200.00 4.000 20,800.00 S) 51 JOINT SEAL (MR 30 MM) M 140.0000 6,300.00 0.000 0.00 S) 52 JOINT SEAL (MR 15 MM) M 120.0000 5,520.00 0.000 0.00 S) 53 JOINT SEAL ASSEMBLY (MR 60 MM) M 400.0000 18,400.00 0.000 0.00 S) 54 JOINT SEAL ASSEMBLY (MR 70 MM) M 380.0000 4,940.00 0.000 0.00 S) 55 JOINT SEAL ASSEMBLY (MR 80 MM) M 360.0000 8,640.00 0.000 0.00 S) 56 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,300.0000 32,500.00 0.000 0.00 S) 57 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 93,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:11 PM ESTIMATE NO. 18 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 1,600.0000 38,400.00 0.000 0.00 S) 59 JOINT SEAL (MR 40 MM) M 140.0000 8,960.00 0.000 0.00 S) 60 JOINT SEAL (MR 50 MM) M 200.0000 12,600.00 0.000 0.00 S) 61 JOINT SEAL (MR 50 MM - TYPE B) M 230.0000 13,800.00 0.000 0.00 S) 62 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 8,991,500.00 369,848.200 369,848.20 4,861,113.300 4,861,113.30 SF) 63 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 968,067.60 21,578.000 25,893.60 181,393.720 217,672.46 SF) 64 COLUMN CASING KG 11.0000 95,700.00 0.000 0.00 SF) 65 ISOLATION CASING KG 1.0000 232,300.00 30,202.300 30,202.30 143,892.900 143,892.90 SF) 66 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.0000 10,326.00 0.000 0.00 F) WITH WALKWAY) 67 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 4,533.00 0.000 0.00 SF)WITH WALKWAY) 68 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.0000 886,825.00 0.000 0.00 F) 69 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 177,365.00 0.000 0.00 SF) 70 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 27,800.00 0.000 0.00 F) 71 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 5,560.00 0.000 0.00 SF) 72 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 315,890.00 0.000 0.00 F) 73 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 61,078.00 0.000 0.00 SF) 74 760 MM CAST-IN-DRILLED-HOLE M 1,000.0000 50,000.00 4.500 4,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 75 920 MM CAST-IN-DRILLED-HOLE M 1,100.0000 165,000.00 5.200 5,720.00 S) CONCRETE PILE (SIGN FOUNDATION) 76 1070 MM CAST-IN-DRILLED-HOLE M 1,400.0000 294,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 77 1220 MM CAST-IN-DRILLED-HOLE M 1,600.0000 40,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 78 METAL (BARRIER MOUNTED SIGN) KG 33.0000 36,960.00 0.000 0.00 79 ROADSIDE SIGN - ONE POST EA 235.0000 18,330.00 0.000 0.00 80 ROADSIDE SIGN - TWO POST EA 600.0000 8,400.00 0.000 0.00 81 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 1,300.00 0.000 0.00 METHOD) 82 PREPARE AND STAIN CONCRETE M2 27.0000 320,085.00 0.000 0.00 F) 83 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 11,100.00 22.000 6,600.00 84 600 MM ALTERNATIVE PIPE CULVERT M 140.0000 940,800.00 1,783.370 249,671.80 PROGRAM CAS145 PAGE 8 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:11 PM ESTIMATE NO. 18 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 750 MM ALTERNATIVE PIPE CULVERT M 150.0000 70,500.00 165.000 24,750.00 86 900 MM ALTERNATIVE PIPE CULVERT M 350.0000 27,300.00 0.000 0.00 87 1050 MM ALTERNATIVE PIPE CULVERT M 500.0000 10,500.00 6.000 3,000.00 88 300 MM POLYVINYL CHLORIDE PIPE (CL 200) M 425.0000 18,700.00 0.000 0.00 89 400 MM POLYVINYL CHLORIDE PIPE (CL 200) M 400.0000 76,000.00 187.500 75,000.00 90 1350 MM HIGH DENSITY POLYETHYLENE PIPE M 390.0000 39,000.00 0.000 0.00 (TYPE S) 91 HIGH DENSITY POLYETHYLENE PIPE LINING M3 150.0000 12,000.00 0.000 0.00 GROUT 92 750 MM REINFORCED CONCRETE PIPE M 250.0000 82,500.00 324.400 81,100.00 93 1200 MM REINFORCED CONCRETE PIPE M 360.0000 21,600.00 0.000 0.00 94 600 MM REINFORCED CONCRETE PIPE M 520.0000 45,760.00 0.000 0.00 (CLASS V) 95 750 MM REINFORCED CONCRETE PIPE M 820.0000 22,960.00 0.000 0.00 (CLASS V) 96 1050 MM REINFORCED CONCRETE PIPE M 440.0000 11,440.00 0.000 0.00 (CLASS V) 97 1350 MM REINFORCED CONCRETE PIPE M 430.0000 18,490.00 14.200 6,106.00 (CLASS V) 98 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,400.0000 28,000.00 0.000 0.00 (CLASS III) 99 2275 MM STRUCTURAL STEEL PLATE PIPE M 930.0000 25,110.00 18.000 16,740.00 18.000 16,740.00 (3.56 MM THICK) 00 200 MM BITUMINOUS COATED CORRUGATED M 250.0000 5,250.00 0.000 0.00 STEEL PIPE DOWNDRAIN 01 300 MM BITUMINOUS COATED CORRUGATED M 200.0000 7,400.00 0.000 0.00 STEEL PIPE DOWNDRAIN 02 600 MM BITUMINOUS COATED CORRUGATED M 210.0000 7,350.00 23.000 4,830.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 03 750 MM BITUMINOUS COATED CORRUGATED M 350.0000 8,750.00 8.000 2,800.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 04 1050 MM BITUMINOUS COATED CORRUGATED M 400.0000 4,800.00 10.000 4,000.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 05 450 MM BITUMINOUS COATED CORRUGATED M 240.0000 13,440.00 27.500 6,600.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 06 GRATED LINE DRAIN M 240.0000 184,800.00 0.000 0.00 07 900 MM CORRUGATED STEEL PIPE RISER M 360.0000 2,160.00 5.700 2,052.00 (1.63 MM THICK) 08 500 MM WELDED STEEL PIPE (9.53 MM THICK) M 730.0000 25,550.00 0.000 0.00 09 750 MM HEAVY DUTY AUTOMATIC EA 3,500.0000 7,000.00 1.800 6,300.00 DRAINAGE GATE PROGRAM CAS145 PAGE 9 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:11 PM ESTIMATE NO. 18 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 10 1200 MM HEAVY DUTY AUTOMATIC DRAINAGE EA 8,000.0000 32,000.00 0.000 0.00 GATE 11 300 MM GATE VALVE EA 2,200.0000 8,800.00 0.000 0.00 12 400 MM BUTTERFLY VALVE EA 2,600.0000 5,200.00 2.000 5,200.00 13 600 MM PRECAST CONCRETE PIPE RISER M 1,000.0000 5,000.00 0.000 0.00 14 900 MM REINFORCED CONCRETE PIPE RISER M 600.0000 16,200.00 3.600 2,160.00 5.000 3,000.00 15 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 3,975.00 0.000 0.00 16 ROCK SLOPE PROTECTION M3 70.0000 4,130.00 0.000 0.00 (BACKING NO. 2, METHOD B) 17 ROCK SLOPE PROTECTION (1T, METHOD B) M3 65.0000 14,950.00 0.000 0.00 18 CONCRETED-ROCK SLOPE PROTECTION M2 125.0000 7,125.00 0.000 0.00 (LIGHT, METHOD A) 19 SLOPE PAVING (CONCRETE) M3 520.0000 6,240.00 0.000 0.00 F) 20 MINOR CONCRETE (CHANNEL LINING) M3 300.0000 210,000.00 0.000 0.00 21 ROCK SLOPE PROTECTION FABRIC M2 4.0000 1,440.00 0.000 0.00 22 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 126,000.00 5.400 2,430.00 CONSTRUCTION) 23 MINOR CONCRETE (MISC CONSTRUCTION) M3 460.0000 404,800.00 0.000 0.00 COLORED CONCRETE 24 MINOR CONCRETE (GUTTER) M3 650.0000 16,900.00 0.000 0.00 25 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 54,000.00 0.000 0.00 26 MISCELLANEOUS IRON AND STEEL KG 3.0000 95,103.00 834.000 2,502.00 F) 27 MISCELLANEOUS METAL KG 4.0000 20,800.00 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 28 MISCELLANEOUS METAL KG 10.0000 145,300.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 29 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 3,500.00 0.000 0.00 SF) 30 BRIDGE DECK DRAINAGE SYSTEM KG 3.0000 78,660.00 450.000 1,350.00 5,119.000 15,357.00 SF) 31 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 292,500.00 0.000 0.00 S) 32 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 19,800.00 0.000 0.00 S) 33 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,100.0000 12,100.00 0.000 0.00 S) 34 DELINEATOR (CLASS 1) EA 20.0000 5,000.00 0.000 0.00 35 MILEPOST MARKER EA 30.0000 1,380.00 0.000 0.00 36 GUARD RAILING DELINEATOR EA 16.0000 2,720.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:11 PM ESTIMATE NO. 18 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 37 METAL BEAM GUARD RAILING (WOOD POST) M 55.0000 71,500.00 0.000 0.00 S) 38 CONCRETE BARRIER (TYPE 25) M 115.0000 599,265.00 0.000 0.00 F) 39 CONCRETE BARRIER (TYPE 25A) M 175.0000 218,925.00 0.000 0.00 F) 40 CONCRETE BARRIER (TYPE 25B) M 240.0000 43,200.00 0.000 0.00 41 CABLE RAILING M 21.0000 119,700.00 0.000 0.00 S) 42 END SECTION EA 155.0000 4,340.00 0.000 0.00 S) 43 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 70,000.00 0.000 0.00 S) 44 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 625.0000 12,500.00 0.000 0.00 S) 45 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 825.0000 8,250.00 0.000 0.00 S) 46 RETURN SECTION EA 120.0000 1,200.00 0.000 0.00 S) 47 CRASH CUSHION, SAND FILLED EA 4,000.0000 24,000.00 0.000 0.00 S) 48 CRASH CUSHION (ADIEM) EA 15,500.0000 15,500.00 0.000 0.00 S) 49 CONCRETE BARRIER (TYPE 60) M 100.0000 550,000.00 0.000 0.00 50 CONCRETE BARRIER (TYPE 60A) M 120.0000 62,160.00 0.000 0.00 F) 51 CONCRETE BARRIER (TYPE 60C) M 180.0000 135,000.00 0.000 0.00 52 CONCRETE BARRIER (TYPE 60D) M 80.0000 262,400.00 0.000 0.00 53 CONCRETE BARRIER (TYPE 60E) M 335.0000 559,450.00 0.000 0.00 54 THERMOPLASTIC PAVEMENT MARKING M2 33.0000 101,970.00 0.000 0.00 S) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 14,640.00 0.000 0.00 S) 56 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 16,680.00 0.000 0.00 S) 57 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,900.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 58 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,050.00 0.000 0.00 S) (BROKEN 11.00 M - 3.5 M) 59 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 104,000.00 48,750.000 24,375.00 S) 60 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 61 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 35,700.00 9,989.000 9,989.00 S) 62 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 52,500.00 3,301.000 9,903.00 S) 63 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:11 PM ESTIMATE NO. 18 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 64 SIGNAL AND LIGHTING (LOCATION 2) LS 75,000.0000 75,000.00 0.000 0.00 S) 65 LIGHTING AND SIGN ILLUMINATION LS 1300,000.0000 1,300,000.00 0.026 33,800.00 S) 66 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.570 11,400.00 S) (LOCATION 1) 67 CHANGEABLE MESSAGE SIGN SYSTEM LS 75,000.0000 75,000.00 0.410 30,750.00 S) (LOCATION 2) 68 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 S) (LOCATION 3) 69 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.680 13,600.00 S) (LOCATION 4) 70 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 1,700.0000 5,100.00 0.000 0.00 S) (TYPE A) 71 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,200.0000 6,600.00 0.000 0.00 S) (TYPE B) 72 LIGHTING CONDUIT (BRIDGE) M 21.0000 66,990.00 20.000 420.00 S) 73 ELECTRIC SERVICE (IRRIGATION) LS 18,000.0000 18,000.00 0.000 0.00 S) 74 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.000 0.00 S) 75 TRAFFIC MONITORING STATION (LOCATION 2) LS 35,000.0000 35,000.00 0.190 6,650.00 S) 76 TRAFFIC MONITORING STATION (LOCATION 3) LS 48,000.0000 48,000.00 0.000 0.00 S) 77 TRAFFIC MONITORING STATION (LOCATION 4) LS 45,000.0000 45,000.00 0.000 0.00 S) 78 TRAFFIC MONITORING STATION (LOCATION 5) LS 11,000.0000 11,000.00 0.110 1,210.00 S) 79 FIBER OPTIC COMMUNICATION SYSTEM LS 950,000.0000 950,000.00 0.026 24,700.00 0.053 50,350.00 S) 80 RAMP METERING SYSTEM (LOCATION 1) LS 110,000.0000 110,000.00 0.000 0.00 S) 81 RAMP METERING SYSTEM (LOCATION 2) LS 65,000.0000 65,000.00 0.000 0.00 S) 82 RAMP METERING SYSTEM (LOCATION 3) LS 90,000.0000 90,000.00 0.590 53,100.00 S) 83 REMOVE RAMP METERING SYSTEM LS 4,000.0000 4,000.00 0.000 0.00 84 150 MM FIRE HYDRANT ASSEMBLY EA 2,500.0000 2,500.00 0.000 0.00 85 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 86 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 25,000.0000 25,000.00 0.020 500.00 0.300 7,500.00 SYSTEM DATA DELIVERY 87 SEAL LONGITUDINAL ISOLATION JOINT M 1.0000 32,400.00 0.000 0.00 88 WATER METER (BUILDING) EA 3,000.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:11 PM ESTIMATE NO. 18 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,822,925.67 29,723,840.64 ADJUSTMENT OF COMPENSATION 4,822.11 19,357.84 EXTRA WORK 202,492.58 1,665,136.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,030,240.36 31,408,335.32 89 MOBILIZATION LS 9500,000.0000 9,500,000.00 0.950 9,025,000.00 ORIGINAL CONTRACT AMOUNT 109,174,194.60 TOTAL WORK COMPLETED 2,030,240.36 40,433,335.32 MATERIALS ON HAND ON SITE 4,232,330.27 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 16,100.00 -436,265.43 TOTAL 2,046,340.36 44,229,400.16 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 03/12/02 1350 03/27/02 03/27/02 09/24/07 331 19 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY KHAN, MOHAMMED RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 08/22/03