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 02/23/05 EST. NO.36 TIME 12:53 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 --------------------------------------------------------------------------- 001 0028-1 -1,267.00 E.W. @ F.A.(+) 071102 N 0040.0 DAO CORRECTING ENTRY 0028-2 1,006.44 071102 N 0040.0 DAO CORRECTING ENTRY 0030-1 -365.01 052802 N 0048.0 DAO CORRECTING ENTRY 0030-2 337.03 052802 N 0048.0 DAO CORRECTING ENTRY 0034-1 -4,805.97 062002 N 0033.0 DAO CORRECTING ENTRY 0041-1 -729.42 041602 N MEC4 0 DAO CORRECTING ENTRY 0041-2 714.35 041602 N MEC4 0 DAO CORRECTING ENTRY 005 0016 16,719.78 E.W. @ F.A.(+) 020805 N 1585.0 012 0010 583.00 E.W. @ F.A.(+) 102604 Y 1510.0 019 0002 813.20 A.C. @ L.S.(+) 021805 Y 0002 0 022 0004 10,093.17 A.C. @ U.P.(+) 021705 Y 0004 0 046 0003 46,609.72 A.C. @ U.P.(+) 100804 N 0003 0 052 0014 1,102.95 E.W. @ L.S.(+) 022005 N CT14 0 0015 84.10 022005 N CT15 0 059 0130-1 -11,413.75 E.W. @ U.P (+) 122004 N CT07 0 DAO CORRECTING ENTRY 0149 86,930.75 011305 N 149 0 0155 1,498.00 020805 N 1587.0 0156 3,640.00 020805 N 1588.0 0157 5,103.00 020805 N 1589.0 0159 508.38 E.W. @ F.A.(+) 082504 N 1594.0 0162 693.08 091004 N 1597.0 0163 318.35 091404 N 1598.0 0164 914.35 092404 N 1599.0 0165 2,142.82 092704 N 1600.0 0166 1,523.98 110804 N 1601.0 0167 1,358.70 110904 N 1602.0 0168 560.11 011705 N 1603.0 0169 2,376.40 011805 N 1604.0 0170 11,413.00 A.C. @ L.S.(+) 122004 N CT07 0 068 0003 227.86 E.W. @ F.A.(+) 070604 N 1258.0 078 0001 98,286.00 A.C. @ L.S.(+) 020705 Y 0001 0 276,977.37 TOTAL THIS ESTIMATE 4,293,956.31 TOTAL PREVIOUS ESTIMATE 4,570,933.68 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 02/23/05 EST. NO.36 TIME 12:53 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 INTEREST PAYMENTS 131.59 19 S5 ABT#12 -800.00 19 S5-805 BENT 15 PILES -4,880.00 19 CONE NON-COMPLIANCE -633.60 20 NON-COMPL ELECT SUB -227.30 24 RESTAKING CHARGES -2,380.00 28 LATE ELECT DIARY -454.54 31 0.00 -395,509.28 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCUMENTS -10,000.00 05 DOCS RECD 10,000.00 06 O/S DOCS -10,000.00 19 DOCS RECD 10,000.00 21 O/S DOCS -10,000.00 30 DOCS RECD 10,000.00 33 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 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 02/23/05 EST. NO.36 TIME 12:53 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 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 O/S PRS AUG -10,000.00 19 O/S PRS SEPT 03 -10,000.00 20 PRS RECD JULY 03 10,000.00 20 O/S PRS OCT -10,000.00 21 PRS RECD SEPT 10,000.00 21 O/S PRS NOV -10,000.00 22 PRS RECD SEPT 03 10,000.00 22 O/S PS DEC -10,000.00 23 PRS RECD OCT 10,000.00 23 PRS RECD MARCH 03 10,000.00 26 PRS RECD MAY 03 10,000.00 26 PRS RECD DEC 03 10,000.00 26 O/S PRS APRIL -10,000.00 27 PRS RECD AUG 10,000.00 27 O/S PRS JUNE 04 -10,000.00 29 PRS RECD JUNE 03 10,000.00 29 PRS RECD APR 04 10,000.00 29 PRS RECD NOV 03 10,000.00 29 O/S PRS JULY -10,000.00 30 PRS RECD JUNE 10,000.00 30 O/S PRS AUG -10,000.00 31 O/S PRS SEPT -10,000.00 32 O/S PRS OCT -10,000.00 33 PRS RECD JULY 10,000.00 33 PRS RECD OCT 10,000.00 34 O/S PRS DEC -10,000.00 35 PRS RECD AUG 10,000.00 35 O/S PRS JAN 05 -10,000.00 36 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -425,509.28 PROGRAM CAS145 PAGE 1 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 12:53 PM ESTIMATE NO. 36 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 02/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 02/23/05 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 0.750 112,500.00 02 TIME-RELATED OVERHEAD WDAY 4,000.0000 4,400,000.00 19.000 76,000.00 669.000 2,676,000.00 03 TEMPORARY FENCE (TYPE ESA) M 14.0000 20,300.00 1,918.000 26,852.00 04 TEMPORARY CHAIN LINK FENCE M 36.0000 97,200.00 2,045.000 73,620.00 (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 0.017 9,350.00 0.608 334,400.00 09 TEMPORARY EROSION CONTROL M2 0.2500 88,250.00 80,882.000 20,220.50 S) 10 TEMPORARY FIBER ROLL M 6.0000 198,000.00 12,675.000 76,050.00 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 19.000 114,000.00 14 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.007 525.00 0.643 48,225.00 S) 15 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.017 13,600.00 0.608 486,400.00 S) 16 TYPE III BARRICADE EA 60.0000 1,200.00 4.000 240.00 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 22.0000 2,750.00 10.680 234.96 327.420 7,203.24 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 19,900.00 2,405.460 2,405.46 33,257.460 33,257.46 S) 19 TRAFFIC PLASTIC DRUM EA 36.0000 18,720.00 11.000 396.00 181.000 6,516.00 20 FLASHING BEACON (PORTABLE) EA 1,100.0000 2,200.00 0.000 0.00 S) 21 TEMPORARY PAVEMENT MARKER EA 3.5000 17,920.00 190.000 665.00 5,392.000 18,872.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 60,000.00 0.104 1,040.00 3.649 36,490.00 PROGRAM CAS145 PAGE 2 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 12:53 PM ESTIMATE NO. 36 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 02/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,402.000 42,060.00 19,130.906 573,927.18 24 TEMPORARY CRASH CUSHION MODULE EA 185.0000 85,100.00 28.000 5,180.00 345.000 63,825.00 25 TEMPORARY CRASH CUSHION (ADIEM) EA 13,500.0000 162,000.00 9.000 121,500.00 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 3,953.570 67,210.69 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 1,098.994 21,979.88 32 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 12.0000 119,640.00 26.640 319.68 5,026.480 60,317.76 MARKING 33 REMOVE CHANNELIZERS EA 2.0000 340.00 0.000 0.00 34 REMOVE ROADSIDE SIGN EA 100.0000 2,800.00 2.000 200.00 35 REMOVE SIGN STRUCTURE EA 3,500.0000 49,000.00 2.000 7,000.00 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 2.000 600.00 39 RESET ROADSIDE SIGN EA 200.0000 4,000.00 1.000 200.00 6.000 1,200.00 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 71.720 7,172.00 46 REMOVE CONCRETE (STRUCTURE) M3 125.0000 203,750.00 907.620 113,452.50 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 86.100 2,238.60 49 REMOVE CONCRETE BARRIER M 17.0000 33,660.00 229.200 3,896.40 PROGRAM CAS145 PAGE 3 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 12:53 PM ESTIMATE NO. 36 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 02/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 60.660 5,156.10 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 0.500 14,000.00 56 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 57 DEVELOP WATER SUPPLY LS 82,800.0000 82,800.00 0.017 1,407.60 0.608 50,342.40 58 ROADWAY EXCAVATION M3 5.5000 3,957,800.00 53,720.190 295,461.05 342,995.990 1,886,477.95 59 ROADWAY EXCAVATION (TYPE Y) M3 12.0000 127,200.00 7,848.000 94,176.00 (AERIALLY DEPOSITED LEAD) 60 LEAD COMPLIANCE PLAN LS 20,000.0000 20,000.00 0.805 16,100.00 61 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 104,825.00 89.000 2,225.00 4,117.060 102,926.50 F) 62 STRUCTURE EXCAVATION (TYPE D) M3 175.0000 18,900.00 108.000 18,900.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 1,297,740.00 17,562.790 351,255.80 F) 64 STRUCTURE BACKFILL (BRIDGE) M3 105.0000 159,600.00 30.000 3,150.00 383.900 40,309.50 F) 65 ISOLATION CASING BACKFILL M3 60.0000 28,740.00 491.610 29,496.60 F) 66 STRUCTURE BACKFILL (RETAINING WALL) M3 43.0000 1,593,709.00 12,154.460 522,641.78 F) 67 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 173,100.00 940.770 56,446.20 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 35.000 1,050.00 70 PLANTABLE GEOSYNTHETIC REINFORCED WALL M2 450.0000 8,852,400.00 1,425.000 641,250.00 4,871.200 2,192,040.00 71 STONE COLUMN (1.1 M) M 56.0000 1,349,600.00 28,256.400 1,582,358.40 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 1,127.000 22,540.00 1,748.000 34,960.00 S) 76 FIBER (HYDROSEED) KG 0.6000 13,020.00 323.000 193.80 S) PROGRAM CAS145 PAGE 4 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 12:53 PM ESTIMATE NO. 36 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 02/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 28,242.000 16,945.20 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 2.000 800.00 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 0.088 8,800.00 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 18.100 4,887.00 18.100 4,887.00 96 CLASS 4 AGGREGATE SUBBASE M3 53.0000 33,920.00 664.720 35,230.16 97 CLASS 2 AGGREGATE BASE M3 24.0000 1,502,400.00 14,565.990 349,583.76 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 61.565 3,078.25 2,457.965 122,898.25 00 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 2,535,000.00 10,901.270 545,063.50 01 PLACE ASPHALT CONCRETE DIKE M 2.0000 18,000.00 362.000 724.00 534.000 1,068.00 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 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 12:53 PM ESTIMATE NO. 36 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 02/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,783.000 417,450.00 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 1,100.190 253,043.70 1,273.740 292,960.20 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 1,228.430 1,437,263.10 S) PILING 11 1.7 M CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 251,200.00 164.850 263,760.00 S) PILING 12 2.3 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 1,550,000.00 774.250 1,548,500.00 S) PILING 13 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 408,800.00 153.730 430,444.00 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 1,440,000.00 358.550 1,434,200.00 S) PILING 16 3.8 M CAST-IN-DRILLED-HOLE CONCRETE M 5,700.0000 433,200.00 72.180 411,426.00 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 184,475.00 164.850 193,698.75 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 350,400.00 145.210 348,504.00 S) 21 3.2 M PERMANENT STEEL CASING M 1,500.0000 540,000.00 359.340 539,010.00 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 125,240.00 203.530 126,188.60 S) PILING (ROCK SOCKET) 24 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 18,200.00 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 243,930.00 146.080 252,718.40 S) PILING (ROCK SOCKET) 27 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 780,000.00 301.830 784,758.00 S) PILING (ROCK SOCKET) 28 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 298,200.00 76.180 319,956.00 S) PILING (ROCK SOCKET) 29 PRESTRESSING CAST-IN-PLACE CONCRETE LS 725,000.0000 725,000.00 0.048 34,800.00 0.665 482,125.00 S) 30 PRESTRESSING LS 50,000.0000 50,000.00 1.000 50,000.00 S) PROGRAM CAS145 PAGE 6 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 12:53 PM ESTIMATE NO. 36 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 02/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,961,000.00 600.000 330,000.00 21,933.260 12,063,293.00 F) 33 STRUCTURAL CONCRETE, RETAINING WALL M3 330.0000 292,380.00 886.000 292,380.00 F) 34 RIVER ROCK ARCHITECTURAL TEXTURE M2 40.0000 474,240.00 4,131.020 165,240.80 F) 35 STUCCO ARCHITECTURAL TEXTURE M2 54.0000 12,312.00 0.000 0.00 F) 36 STRUCTURAL CONCRETE, APPROACH SLAB M3 720.0000 630,720.00 255.000 183,600.00 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 31.710 53,907.00 F) 39 CLASS 2 CONCRETE (RETAINING WALL) M3 310.0000 4,302,800.00 4,199.560 1,301,863.60 F) 40 MINOR CONCRETE (MINOR STRUCTURE) M3 1,450.0000 938,150.00 2.440 3,538.00 210.480 305,196.00 F) 41 PAVING NOTCH EXTENSION M3 1,500.0000 4,500.00 0.000 0.00 F) 42 HEAVY BLAST TEXTURE M2 53.0000 5,830.00 110.000 5,830.00 F) 43 FRACTURED FIN TEXTURE M2 190.0000 9,500.00 50.000 9,500.00 F) 44 DRILL AND BOND DOWEL M 75.0000 5,025.00 39.130 2,934.75 45 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 100,000.00 4.000 100,000.00 S) BULB-TEE GIRDER (30 M-35 M) 46 FURNISH PRECAST PRESTRESSED CONCRETE EA 27,000.0000 216,000.00 8.000 216,000.00 S) BULB-TEE GIRDER (35 M-40 M) 47 ERECT PRECAST PRETENSIONED GIRDER EA 20,000.0000 240,000.00 12.000 240,000.00 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 8.000 34,400.00 S) 50 PTFE SPHERICAL BEARING EA 5,200.0000 187,200.00 16.000 83,200.00 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 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 12:53 PM ESTIMATE NO. 36 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 02/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 19,877.300 19,877.30 8,121,330.600 8,121,330.60 SF) 63 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 968,067.60 297,399.920 356,879.90 SF) 64 COLUMN CASING KG 11.0000 95,700.00 0.000 0.00 SF) 65 ISOLATION CASING KG 1.0000 232,300.00 240,202.400 240,202.40 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 10.700 11,770.00 S) CONCRETE PILE (SIGN FOUNDATION) 76 1070 MM CAST-IN-DRILLED-HOLE M 1,400.0000 294,000.00 6.700 9,380.00 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 1.000 235.00 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 320,085.00 365.000 9,855.00 4,098.670 110,664.09 F) 83 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 11,100.00 4.876 1,462.80 33.876 10,162.80 84 600 MM ALTERNATIVE PIPE CULVERT M 140.0000 940,800.00 2,658.970 372,255.80 PROGRAM CAS145 PAGE 8 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 12:53 PM ESTIMATE NO. 36 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 02/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 70,500.00 428.300 64,245.00 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 10,500.00 224.500 112,250.00 88 300 MM POLYVINYL CHLORIDE PIPE (CL 200) M 425.0000 18,700.00 77.700 33,022.50 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 49.000 25,480.00 (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 25.000 11,000.00 (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 (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 4.000 800.00 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 25.000 18,250.00 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 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 12:53 PM ESTIMATE NO. 36 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 02/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 42.750 2,992.50 (BACKING NO. 2, METHOD B) 17 ROCK SLOPE PROTECTION (1T, METHOD B) M3 65.0000 14,950.00 171.000 11,115.00 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 81.760 24,528.00 21 ROCK SLOPE PROTECTION FABRIC M2 4.0000 1,440.00 233.310 933.24 22 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 126,000.00 7.509 3,379.05 CONSTRUCTION) 23 MINOR CONCRETE (MISC CONSTRUCTION) M3 460.0000 404,800.00 78.920 36,303.20 COLORED CONCRETE 24 MINOR CONCRETE (GUTTER) M3 650.0000 16,900.00 24.740 16,081.00 25 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 54,000.00 0.000 0.00 26 MISCELLANEOUS IRON AND STEEL KG 3.0000 95,103.00 356.000 1,068.00 1,190.000 3,570.00 F) 27 MISCELLANEOUS METAL KG 4.0000 20,800.00 3,900.000 15,600.00 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 67.500 337.50 SF) 30 BRIDGE DECK DRAINAGE SYSTEM KG 3.0000 78,660.00 3,750.000 11,250.00 20,679.000 62,037.00 SF) 31 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 292,500.00 989.600 49,480.00 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 16.000 256.00 16.000 256.00 PROGRAM CAS145 PAGE 10 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 12:53 PM ESTIMATE NO. 36 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 02/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 71,500.00 106.750 5,871.25 326.180 17,939.90 S) 38 CONCRETE BARRIER (TYPE 25) M 115.0000 599,265.00 1,824.100 209,771.50 F) 39 CONCRETE BARRIER (TYPE 25A) M 175.0000 218,925.00 161.250 28,218.75 F) 40 CONCRETE BARRIER (TYPE 25B) M 240.0000 43,200.00 40.000 9,600.00 41 CABLE RAILING M 21.0000 119,700.00 1,177.400 24,725.40 S) 42 END SECTION EA 155.0000 4,340.00 1.000 155.00 1.000 155.00 S) 43 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 70,000.00 1.000 2,000.00 2.000 4,000.00 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 262,400.00 311.000 24,880.00 311.000 24,880.00 53 CONCRETE BARRIER (TYPE 60E) M 335.0000 559,450.00 0.000 0.00 54 THERMOPLASTIC PAVEMENT MARKING M2 33.0000 101,970.00 103.210 3,405.93 S) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 14,640.00 1,798.000 1,438.40 S) 56 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 16,680.00 271.000 813.00 S) 57 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,900.00 834.000 2,085.00 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 70,997.000 35,498.50 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 14,392.000 14,392.00 S) 62 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 52,500.00 5,778.000 17,334.00 S) 63 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 12:53 PM ESTIMATE NO. 36 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 02/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.156 202,800.00 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 0.930 69,750.00 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 0.720 14,400.00 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 1,544.000 32,424.00 S) 73 ELECTRIC SERVICE (IRRIGATION) LS 18,000.0000 18,000.00 0.400 7,200.00 S) 74 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.020 500.00 S) 75 TRAFFIC MONITORING STATION (LOCATION 2) LS 35,000.0000 35,000.00 0.060 2,100.00 0.250 8,750.00 S) 76 TRAFFIC MONITORING STATION (LOCATION 3) LS 48,000.0000 48,000.00 0.110 5,280.00 S) 77 TRAFFIC MONITORING STATION (LOCATION 4) LS 45,000.0000 45,000.00 0.030 1,350.00 0.330 14,850.00 S) 78 TRAFFIC MONITORING STATION (LOCATION 5) LS 11,000.0000 11,000.00 0.280 3,080.00 S) 79 FIBER OPTIC COMMUNICATION SYSTEM LS 950,000.0000 950,000.00 0.002 1,900.00 0.423 401,850.00 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 0.600 54,000.00 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 0.017 425.00 0.608 15,200.00 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 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 12:53 PM ESTIMATE NO. 36 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 02/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,830,531.05 54,631,994.62 ADJUSTMENT OF COMPENSATION 167,215.09 1,276,762.06 EXTRA WORK 109,762.28 3,294,171.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,107,508.42 59,202,928.30 89 MOBILIZATION LS 9500,000.0000 9,500,000.00 1.000 9,500,000.00 ORIGINAL CONTRACT AMOUNT 109,174,194.60 TOTAL WORK COMPLETED 2,107,508.42 68,702,928.30 MATERIALS ON HAND ON SITE 4,440,581.81 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -425,509.28 TOTAL 2,097,508.42 72,718,000.83 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 1850 03/27/02 03/27/02 11/15/07 669 55 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY KHAN, MOHAMMED RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/05