PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 04/22/03 EST. NO.13 TIME 01:12 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 0153-1 -246.39 E.W. @ F.A.(+) 010303 N 0450.0 DAO CORRECTING ENTRY 0153-2 243.66 010303 N 0450.0 DAO CORRECTING ENTRY 0197 204.62 031203 N 0597.0 0198 219.23 031303 N 0598.0 0199 190.01 031403 N 0599.0 0200 221.95 031903 N 0604.0 0201 383.62 032003 N 0607.0 0202 478.63 032103 N 0608.0 0203 180.20 032103 N 0609.0 0204 542.79 032603 N 0629.0 0205 595.75 032603 N 0630.0 0206 134.25 032703 N 0632.0 0207 364.85 032803 N 0633.0 0208 551.00 032803 N 0634.0 0209 365.41 032703 N 0646.0 0210 367.39 032703 N 0647.0 0211 423.63 032803 N 0648.0 0212 583.89 033103 N 0649.0 0213 626.31 040103 N 0650.0 0214 596.07 040203 N 0651.0 0215 481.96 040303 N 0652.0 0216 564.26 040403 N 0653.0 0217 858.01 040403 N 0654.0 0218 308.05 040403 N 0655.0 0219 743.45 040703 N 0656.0 0220 153.47 032603 N 0645.0 0225 78.70 021803 N ME22.0 0227 642.35 030503 N ME24.0 0229 1,451.03 022003 N ME27.0 0230 1,702.42 021903 N ME28.0 003 0011-1 -1,441.80 E.W. @ F.A.(+) 010703 N 0464.0 DAO CORRECTING ENTRY 0011-2 1,402.48 010703 N 0464.0 DAO CORRECTING ENTRY 0016-1 -1,009.26 012703 N 0506.0 DAO CORRECTING ENTRY 0016-2 981.73 012703 N 0506.0 DAO CORRECTING ENTRY 0025 801.40 020603 N 0547.0 0026-1 -1,544.76 022203 N 0582.0 DAO CORRECTING ENTRY 0026-2 1,502.63 022203 N 0582.0 DAO CORRECTING ENTRY 0029 685.38 031503 N 0600.0 0030 138.81 031603 N 0601.0 0031 2,589.56 031703 N 0602.0 0032 680.11 031803 N 0603.0 0033 724.60 031903 N 0605.0 0034 402.12 032003 N 0606.0 0035 876.60 032103 N 0610.0 0036 690.43 032403 N 0611.0 0037 925.61 030503 N 0612.0 0038 1,930.50 022803 N 0613.0 011 0005 3,396.98 E.W. @ F.A.(+) 110402 N 7 0 0008 1,155.20 020703 N EC0090 0009 1,682.66 021003 N EC0100 015 0003 2,701.75 E.W. @ F.A.(+) 060702 N 579.00 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 04/22/03 EST. NO.13 TIME 01:12 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 --------------------------------------------------------------------------- 025 0229 569.25 E.W. @ F.A.(+) 030703 N 0572.0 0235 465.75 032303 N 0624.0 0236 569.25 032403 N 0625.0 0237 569.25 032503 N 0626.0 0238 569.25 032603 N 0627.0 0239 569.25 032703 N 0628.0 0240 207.00 032203 N 0623.0 0241 569.25 031303 N 0614.0 0242 569.25 031403 N 0615.0 0243 207.00 031503 N 0616.0 0244 465.75 031603 N 0617.0 0245 569.25 031703 N 0618.0 0246 569.25 031803 N 0619.0 0247 569.25 031903 N 0620.0 0248 569.25 032003 N 0621.0 0249 569.25 032103 N 0622.0 0250 569.25 032803 N 0657.0 0251 207.00 032903 N 0658.0 0252 465.75 033003 N 0659.0 0253 931.50 033103 N 0660.0 0254 569.25 040103 N 0661.0 0255 569.25 040203 N 0662.0 0256 569.25 040303 N 0663.0 0257 569.25 040403 N 0664.0 0258 207.00 040503 N 0665.0 0259 465.75 040603 N 0666.0 0260 569.25 040703 N 0667.0 0261 569.25 040803 N 0668.0 0262 569.25 040903 N 0669.0 0263 569.25 041003 N 0674.0 0264 569.25 041103 N 0675.0 0265 207.00 041203 N 0676.0 0266 465.75 041303 N 0677.0 026 0121 451.03 E.W. @ F.A.(+) 101402 N CJ2201 0122 676.78 101502 N CJ2202 0147 1,490.72 100602 N 589.00 0148 1,169.51 121902 N 590.00 0149 1,169.51 121902 N 591.00 0150 1,169.51 121902 N 592.00 0151 1,169.51 121902 N 593.00 0152 2,081.50 031103 N 0586.0 032 0008 2,070.00 E.W. @ F.A.(+) 021403 N 0596.0 61,550.12 TOTAL THIS ESTIMATE 931,091.44 TOTAL PREVIOUS ESTIMATE 992,641.56 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 04/22/03 EST. NO.13 TIME 01:12 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 0.00 -274,954.68 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 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -294,954.68 PROGRAM CAS145 PAGE 1 DATE 04/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:12 PM ESTIMATE NO. 13 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 04/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 04/22/03 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 150,000.0000 150,000.00 0.500 75,000.00 002 TIME-RELATED OVERHEAD WDAY 4,000.0000 4,400,000.00 15.000 60,000.00 245.000 980,000.00 003 TEMPORARY FENCE (TYPE ESA) M 14.0000 20,300.00 756.000 10,584.00 004 TEMPORARY CHAIN LINK FENCE M 36.0000 97,200.00 1,696.000 61,056.00 (TYPE CL-1.8, SLATTED) 005 TEMPORARY CHAIN LINK GATE EA 550.0000 6,050.00 10.000 5,500.00 006 600 MM TEMPORARY CULVERT M 225.0000 29,250.00 61.000 13,725.00 007 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 008 WATER POLLUTION CONTROL LS 550,000.0000 550,000.00 0.014 7,700.00 0.223 122,650.00 009 TEMPORARY EROSION CONTROL M2 0.2500 88,250.00 4,650.000 1,162.50 (S) 010 TEMPORARY FIBER ROLL M 6.0000 198,000.00 1,210.000 7,260.00 011 TEMPORARY GRAVEL BAG EA 3.5000 19,250.00 0.000 0.00 012 TEMPORARY CONCRETE WASHOUT EA 1,000.0000 20,000.00 9.000 9,000.00 013 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 210,000.00 12.000 72,000.00 014 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.006 450.00 0.490 36,750.00 (S) 015 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.013 10,400.00 0.222 177,600.00 (S) 016 TYPE III BARRICADE EA 60.0000 1,200.00 0.000 0.00 017 TEMPORARY PAVEMENT MARKING (PAINT) M2 22.0000 2,750.00 48.660 1,070.52 (S) 018 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 19,900.00 0.000 0.00 (S) 019 TRAFFIC PLASTIC DRUM EA 36.0000 18,720.00 91.000 3,276.00 020 FLASHING BEACON (PORTABLE) EA 1,100.0000 2,200.00 0.000 0.00 (S) 021 TEMPORARY PAVEMENT MARKER EA 3.5000 17,920.00 0.000 0.00 (S) 022 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 60,000.00 0.076 760.00 1.331 13,310.00 PROGRAM CAS145 PAGE 2 DATE 04/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:12 PM ESTIMATE NO. 13 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 04/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 04/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) M 30.0000 768,000.00 36.580 1,097.40 11,798.440 353,953.20 024 TEMPORARY CRASH CUSHION MODULE EA 185.0000 85,100.00 11.000 2,035.00 155.000 28,675.00 025 TEMPORARY CRASH CUSHION (ADIEM) EA 13,500.0000 162,000.00 1.000 13,500.00 4.000 54,000.00 026 ABANDON CULVERT EA 1,800.0000 19,800.00 1.000 1,800.00 027 ABANDON PIPELINE EA 1,000.0000 3,000.00 2.000 2,000.00 2.000 2,000.00 028 REMOVE FENCE M 10.0000 46,740.00 2,367.000 23,670.00 029 REMOVE METAL BEAM GUARD RAILING M 17.0000 49,470.00 2,517.360 42,795.12 030 REMOVE CABLE RAILING M 17.0000 2,550.00 0.000 0.00 031 REMOVE TRAFFIC STRIPE (YELLOW) M2 20.0000 20,600.00 0.000 0.00 032 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 12.0000 119,640.00 2,340.450 28,085.40 MARKING 033 REMOVE CHANNELIZERS EA 2.0000 340.00 0.000 0.00 034 REMOVE ROADSIDE SIGN EA 100.0000 2,800.00 0.000 0.00 035 REMOVE SIGN STRUCTURE EA 3,500.0000 49,000.00 0.000 0.00 036 REMOVE CULVERT EA 4,200.0000 21,000.00 0.000 0.00 037 REMOVE INLET EA 800.0000 5,600.00 1.000 800.00 038 RECONSTRUCT TYPE 9 BRIDGE RAILING M 300.0000 600.00 0.000 0.00 039 RESET ROADSIDE SIGN EA 200.0000 4,000.00 0.000 0.00 040 RELOCATE SIGN STRUCTURE EA 2,800.0000 5,600.00 0.000 0.00 (S) 041 RELOCATE WATER METER EA 500.0000 500.00 0.000 0.00 042 MODIFY INLET EA 750.0000 3,750.00 0.000 0.00 043 MODIFY SIGN STRUCTURE EA 5,200.0000 57,200.00 0.000 0.00 (S) 044 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 58.0000 2,958.00 0.000 0.00 (S) (75 MM MAXIMUM) 045 REMOVE CONCRETE M3 100.0000 54,000.00 45.300 4,530.00 046 REMOVE CONCRETE (STRUCTURE) M3 125.0000 203,750.00 840.290 105,036.25 047 REMOVE CONCRETE CURB M 16.0000 1,456.00 0.000 0.00 048 REMOVE CONCRETE CURB AND SIDEWALK M 26.0000 14,820.00 0.000 0.00 049 REMOVE CONCRETE BARRIER M 17.0000 33,660.00 226.000 3,842.00 PROGRAM CAS145 PAGE 3 DATE 04/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:12 PM ESTIMATE NO. 13 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 04/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 04/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE ISLAND (PORTIONS) M3 85.0000 11,050.00 0.000 0.00 051 CAP INLET EA 800.0000 9,600.00 4.000 3,200.00 052 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 053 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 0.500 10,000.00 054 BRIDGE REMOVAL (PORTION), LOCATION C LS 28,000.0000 28,000.00 0.270 7,560.00 055 BRIDGE REMOVAL (PORTION), LOCATION D LS 28,000.0000 28,000.00 0.050 1,400.00 056 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.723 144,600.00 057 DEVELOP WATER SUPPLY LS 82,800.0000 82,800.00 0.014 1,159.20 0.221 18,298.80 058 ROADWAY EXCAVATION M3 5.5000 3,957,800.00 7,858.000 43,219.00 99,115.800 545,136.90 059 ROADWAY EXCAVATION (TYPE Y) M3 12.0000 127,200.00 837.000 10,044.00 5,928.000 71,136.00 (AERIALLY DEPOSITED LEAD) 060 LEAD COMPLIANCE PLAN LS 20,000.0000 20,000.00 0.059 1,180.00 0.669 13,380.00 061 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 104,825.00 135.260 3,381.50 2,310.080 57,752.00 (F) 062 STRUCTURE EXCAVATION (TYPE D) M3 175.0000 18,900.00 7.000 1,225.00 48.000 8,400.00 (F) 063 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 1,297,740.00 735.000 14,700.00 12,347.850 246,957.00 (F) 064 STRUCTURE BACKFILL (BRIDGE) M3 105.0000 159,600.00 116.000 12,180.00 (F) 065 ISOLATION CASING BACKFILL M3 60.0000 28,740.00 191.070 11,464.20 (F) 066 STRUCTURE BACKFILL (RETAINING WALL) M3 43.0000 1,593,709.00 669.000 28,767.00 5,981.700 257,213.10 (F) 067 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 173,100.00 143.000 8,580.00 (F) WALL) 068 SAND BACKFILL M3 100.0000 192,000.00 18.350 1,835.00 19.350 1,935.00 069 DITCH EXCAVATION M3 30.0000 8,100.00 0.000 0.00 070 PLANTABLE GEOSYNTHETIC REINFORCED WALL M2 450.0000 8,852,400.00 230.000 103,500.00 1,551.200 698,040.00 071 STONE COLUMN (1.1 M) M 56.0000 1,349,600.00 0.000 0.00 (S) 072 SOIL CEMENT M3 80.0000 1,704,000.00 22,339.190 1,787,135.20 (S) 073 PREFABRICATED VERTICAL DRAIN M 2.5000 121,250.00 0.000 0.00 (S) 074 HIGHWAY PLANTING LS 650,000.0000 650,000.00 0.017 11,050.00 (S) 075 IMPORTED TOPSOIL M3 20.0000 82,400.00 0.000 0.00 (S) 076 FIBER (HYDROSEED) KG 0.6000 13,020.00 323.000 193.80 (S) PROGRAM CAS145 PAGE 4 DATE 04/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:12 PM ESTIMATE NO. 13 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 04/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 04/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 TEMPORARY EROSION CONTROL (TYPE 2) M2 0.6000 70,800.00 0.000 0.00 (S) 078 TEMPORARY EROSION CONTROL (TYPE 3) M2 0.6000 58,800.00 0.000 0.00 (S) 079 COMPOST (HYDROSEED) KG 0.1000 2,300.00 342.000 34.20 (S) 080 MOVE IN/MOVE OUT (EROSION CONTROL) EA 400.0000 4,000.00 0.000 0.00 (S) 081 PURE LIVE SEED (HYDROSEED 1) KG 200.0000 26,000.00 0.280 56.00 (S) 082 PURE LIVE SEED (HYDROSEED 2) KG 190.0000 34,200.00 0.000 0.00 (S) 083 PURE LIVE SEED (HYDROSEED 3) KG 220.0000 2,420.00 0.000 0.00 (S) 084 PURE LIVE SEED (SEEDING 1) KG 160.0000 112.00 0.000 0.00 (S) 085 PURE LIVE SEED (SEEDING 2) KG 160.0000 6,400.00 0.000 0.00 (S) 086 STABILIZING EMULSION (HYDROSEED) KG 2.0000 4,000.00 23.000 46.00 (S) 087 COMMERCIAL FERTILIZER (HYDROSEED) KG 1.0000 350.00 4.750 4.75 (S) 088 BONDED FIBER MATRIX (HYDROSEED) KG 2.5000 5,875.00 0.000 0.00 (S) 089 TRANSPLANT TREE EA 100.0000 800.00 0.000 0.00 (S) 090 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.000 0.00 (S) 091 IRRIGATION SYSTEM LS 500,000.0000 500,000.00 0.095 47,500.00 (S) 092 40 MM WATER METER EA 20,000.0000 20,000.00 0.000 0.00 093 50 MM WATER METER EA 25,000.0000 100,000.00 0.000 0.00 094 250 MM CORRUGATED HIGH DENSITY M 65.0000 20,800.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 095 EXTEND 250 MM CONDUIT M 270.0000 5,400.00 0.000 0.00 096 CLASS 4 AGGREGATE SUBBASE M3 53.0000 33,920.00 379.720 20,125.16 097 CLASS 2 AGGREGATE BASE M3 24.0000 1,502,400.00 281.220 6,749.28 098 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 550.0000 7,700.00 0.000 0.00 099 ASPHALT CONCRETE (TYPE A) TONN 50.0000 1,160,000.00 699.670 34,983.50 100 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 2,535,000.00 0.000 0.00 101 PLACE ASPHALT CONCRETE DIKE M 2.0000 18,000.00 0.000 0.00 102 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 23.0000 42,320.00 0.000 0.00 AREA) 103 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 3,600.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 04/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:12 PM ESTIMATE NO. 13 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 04/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 04/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE PAVEMENT M3 150.0000 4,950,000.00 0.000 0.00 105 SEAL PAVEMENT JOINT M 4.0000 208,800.00 0.000 0.00 106 FURNISH STEEL PILING (HP 305 X 110) M 40.0000 240,400.00 0.000 0.00 107 DRIVE STEEL PILE (HP 305 X 110) EA 2,300.0000 598,000.00 0.000 0.00 108 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 330,970.00 0.000 0.00 (S) PILING 109 1.0 M CAST-IN-DRILLED-HOLE CONCRETE M 800.0000 67,200.00 83.680 66,944.00 (S) PILING 110 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,170.0000 1,404,000.00 160.600 187,902.00 1,092.190 1,277,862.30 (S) PILING 111 1.7 M CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 251,200.00 97.020 155,232.00 (S) PILING 112 2.3 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 1,550,000.00 715.080 1,430,160.00 (S) PILING 113 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 408,800.00 26.470 74,116.00 (S) PILING 114 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 2,650.0000 646,600.00 244.210 647,156.50 (S) PILING 115 3.2 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 1,440,000.00 24.330 97,320.00 252.680 1,010,720.00 (S) PILING 116 3.8 M CAST-IN-DRILLED-HOLE CONCRETE M 5,700.0000 433,200.00 32.780 186,846.00 52.040 296,628.00 (S) PILING 117 1.5 M PERMANENT STEEL CASING M 450.0000 540,000.00 104.200 46,890.00 1,071.958 482,381.10 (S) 118 1.7 M PERMANENT STEEL CASING M 1,175.0000 184,475.00 97.020 113,998.50 (S) 119 2.3 M PERMANENT STEEL CASING M 920.0000 713,000.00 731.710 673,173.20 (S) 120 2.6 M PERMANENT STEEL CASING M 2,400.0000 350,400.00 4.150 9,960.00 127.740 306,576.00 (S) 121 3.2 M PERMANENT STEEL CASING M 1,500.0000 540,000.00 254.510 381,765.00 (S) 122 3.8 M PERMANENT STEEL CASING M 3,150.0000 239,400.00 18.130 57,109.50 55.660 175,329.00 (S) 123 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 620.0000 125,240.00 30.480 18,897.60 166.060 102,957.20 (S) PILING (ROCK SOCKET) 124 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 18,200.00 13.860 9,702.00 (S) PILING (ROCK SOCKET) 125 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 1,150.0000 554,300.00 7.960 9,154.00 476.060 547,469.00 (S) PILING (ROCK SOCKET) 126 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 1,730.0000 243,930.00 26.520 45,879.60 (S) PILING (ROCK SOCKET) 127 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 780,000.00 17.070 44,382.00 168.090 437,034.00 (S) PILING (ROCK SOCKET) 128 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 298,200.00 44.600 187,320.00 54.840 230,328.00 (S) PILING (ROCK SOCKET) 129 PRESTRESSING CAST-IN-PLACE CONCRETE LS 725,000.0000 725,000.00 0.000 0.00 (S) 130 PRESTRESSING LS 50,000.0000 50,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 6 DATE 04/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:12 PM ESTIMATE NO. 13 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 04/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 04/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 79,750.00 0.000 0.00 (F) 132 STRUCTURAL CONCRETE, BRIDGE M3 550.0000 5,961,000.00 108.100 59,455.00 2,526.800 1,389,740.00 (F) 133 STRUCTURAL CONCRETE, RETAINING WALL M3 330.0000 292,380.00 0.000 0.00 (F) 134 RIVER ROCK ARCHITECTURAL TEXTURE M2 40.0000 474,240.00 2,167.000 86,680.00 (F) 135 STUCCO ARCHITECTURAL TEXTURE M2 54.0000 12,312.00 0.000 0.00 (F) 136 STRUCTURAL CONCRETE, APPROACH SLAB M3 720.0000 630,720.00 0.000 0.00 (F) (TYPE N) 137 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,900.0000 38,000.00 0.000 0.00 (F) (TYPE R) 138 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,700.0000 88,400.00 23.020 39,134.00 (F) 139 CLASS 2 CONCRETE (RETAINING WALL) M3 310.0000 4,302,800.00 2,848.090 882,907.90 (F) 140 MINOR CONCRETE (MINOR STRUCTURE) M3 1,450.0000 938,150.00 92.000 133,400.00 (F) 141 PAVING NOTCH EXTENSION M3 1,500.0000 4,500.00 0.000 0.00 (F) 142 HEAVY BLAST TEXTURE M2 53.0000 5,830.00 0.000 0.00 (F) 143 FRACTURED FIN TEXTURE M2 190.0000 9,500.00 0.000 0.00 (F) 144 DRILL AND BOND DOWEL M 75.0000 5,025.00 14.650 1,098.75 145 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 100,000.00 0.000 0.00 (S) BULB-TEE GIRDER (30 M-35 M) 146 FURNISH PRECAST PRESTRESSED CONCRETE EA 27,000.0000 216,000.00 0.000 0.00 (S) BULB-TEE GIRDER (35 M-40 M) 147 ERECT PRECAST PRETENSIONED GIRDER EA 20,000.0000 240,000.00 0.000 0.00 (S) 148 RETAINING WALL (MASONRY WALL) M2 105.0000 2,835.00 0.000 0.00 149 PTFE BEARING EA 4,300.0000 34,400.00 0.000 0.00 (S) 150 PTFE SPHERICAL BEARING EA 5,200.0000 187,200.00 0.000 0.00 (S) 151 JOINT SEAL (MR 30 MM) M 140.0000 6,300.00 0.000 0.00 (S) 152 JOINT SEAL (MR 15 MM) M 120.0000 5,520.00 0.000 0.00 (S) 153 JOINT SEAL ASSEMBLY (MR 60 MM) M 400.0000 18,400.00 0.000 0.00 (S) 154 JOINT SEAL ASSEMBLY (MR 70 MM) M 380.0000 4,940.00 0.000 0.00 (S) 155 JOINT SEAL ASSEMBLY (MR 80 MM) M 360.0000 8,640.00 0.000 0.00 (S) 156 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,300.0000 32,500.00 0.000 0.00 (S) 157 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 04/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:12 PM ESTIMATE NO. 13 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 04/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 04/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 1,600.0000 38,400.00 0.000 0.00 (S) 159 JOINT SEAL (MR 40 MM) M 140.0000 8,960.00 0.000 0.00 (S) 160 JOINT SEAL (MR 50 MM) M 200.0000 12,600.00 0.000 0.00 (S) 161 JOINT SEAL (MR 50 MM - TYPE B) M 230.0000 13,800.00 0.000 0.00 (S) 162 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 8,991,500.00 219,415.000 219,415.00 3,129,550.800 3,129,550.80 (SF) 163 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 968,067.60 135,159.720 162,191.66 (SF) 164 COLUMN CASING KG 11.0000 95,700.00 0.000 0.00 (SF) 165 ISOLATION CASING KG 1.0000 232,300.00 92,871.000 92,871.00 (SF) 166 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.0000 10,326.00 0.000 0.00 (F) WITH WALKWAY) 167 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 4,533.00 0.000 0.00 (SF)WITH WALKWAY) 168 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.0000 886,825.00 0.000 0.00 (F) 169 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 177,365.00 0.000 0.00 (SF) 170 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 27,800.00 0.000 0.00 (F) 171 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 5,560.00 0.000 0.00 (SF) 172 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 315,890.00 0.000 0.00 (F) 173 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 61,078.00 0.000 0.00 (SF) 174 760 MM CAST-IN-DRILLED-HOLE M 1,000.0000 50,000.00 4.500 4,500.00 4.500 4,500.00 (S) CONCRETE PILE (SIGN FOUNDATION) 175 920 MM CAST-IN-DRILLED-HOLE M 1,100.0000 165,000.00 5.200 5,720.00 5.200 5,720.00 (S) CONCRETE PILE (SIGN FOUNDATION) 176 1070 MM CAST-IN-DRILLED-HOLE M 1,400.0000 294,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 177 1220 MM CAST-IN-DRILLED-HOLE M 1,600.0000 40,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 178 METAL (BARRIER MOUNTED SIGN) KG 33.0000 36,960.00 0.000 0.00 179 ROADSIDE SIGN - ONE POST EA 235.0000 18,330.00 0.000 0.00 180 ROADSIDE SIGN - TWO POST EA 600.0000 8,400.00 0.000 0.00 181 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 1,300.00 0.000 0.00 METHOD) 182 PREPARE AND STAIN CONCRETE M2 27.0000 320,085.00 0.000 0.00 (F) 183 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 11,100.00 22.000 6,600.00 184 600 MM ALTERNATIVE PIPE CULVERT M 140.0000 940,800.00 1,477.370 206,831.80 PROGRAM CAS145 PAGE 8 DATE 04/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:12 PM ESTIMATE NO. 13 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 04/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 04/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 750 MM ALTERNATIVE PIPE CULVERT M 150.0000 70,500.00 165.000 24,750.00 186 900 MM ALTERNATIVE PIPE CULVERT M 350.0000 27,300.00 0.000 0.00 187 1050 MM ALTERNATIVE PIPE CULVERT M 500.0000 10,500.00 6.000 3,000.00 188 300 MM POLYVINYL CHLORIDE PIPE (CL 200) M 425.0000 18,700.00 0.000 0.00 189 400 MM POLYVINYL CHLORIDE PIPE (CL 200) M 400.0000 76,000.00 187.500 75,000.00 190 1350 MM HIGH DENSITY POLYETHYLENE PIPE M 390.0000 39,000.00 0.000 0.00 (TYPE S) 191 HIGH DENSITY POLYETHYLENE PIPE LINING M3 150.0000 12,000.00 0.000 0.00 GROUT 192 750 MM REINFORCED CONCRETE PIPE M 250.0000 82,500.00 324.400 81,100.00 193 1200 MM REINFORCED CONCRETE PIPE M 360.0000 21,600.00 0.000 0.00 194 600 MM REINFORCED CONCRETE PIPE M 520.0000 45,760.00 0.000 0.00 (CLASS V) 195 750 MM REINFORCED CONCRETE PIPE M 820.0000 22,960.00 0.000 0.00 (CLASS V) 196 1050 MM REINFORCED CONCRETE PIPE M 440.0000 11,440.00 0.000 0.00 (CLASS V) 197 1350 MM REINFORCED CONCRETE PIPE M 430.0000 18,490.00 14.200 6,106.00 (CLASS V) 198 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,400.0000 28,000.00 0.000 0.00 (CLASS III) 199 2275 MM STRUCTURAL STEEL PLATE PIPE M 930.0000 25,110.00 0.000 0.00 (3.56 MM THICK) 200 200 MM BITUMINOUS COATED CORRUGATED M 250.0000 5,250.00 0.000 0.00 STEEL PIPE DOWNDRAIN 201 300 MM BITUMINOUS COATED CORRUGATED M 200.0000 7,400.00 0.000 0.00 STEEL PIPE DOWNDRAIN 202 600 MM BITUMINOUS COATED CORRUGATED M 210.0000 7,350.00 23.000 4,830.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 203 750 MM BITUMINOUS COATED CORRUGATED M 350.0000 8,750.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 204 1050 MM BITUMINOUS COATED CORRUGATED M 400.0000 4,800.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 205 450 MM BITUMINOUS COATED CORRUGATED M 240.0000 13,440.00 27.500 6,600.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 206 GRATED LINE DRAIN M 240.0000 184,800.00 0.000 0.00 207 900 MM CORRUGATED STEEL PIPE RISER M 360.0000 2,160.00 5.700 2,052.00 (1.63 MM THICK) 208 500 MM WELDED STEEL PIPE (9.53 MM THICK) M 730.0000 25,550.00 0.000 0.00 209 750 MM HEAVY DUTY AUTOMATIC EA 3,500.0000 7,000.00 1.800 6,300.00 DRAINAGE GATE PROGRAM CAS145 PAGE 9 DATE 04/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:12 PM ESTIMATE NO. 13 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 04/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 04/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 210 1200 MM HEAVY DUTY AUTOMATIC DRAINAGE EA 8,000.0000 32,000.00 0.000 0.00 GATE 211 300 MM GATE VALVE EA 2,200.0000 8,800.00 0.000 0.00 212 400 MM BUTTERFLY VALVE EA 2,600.0000 5,200.00 2.000 5,200.00 213 600 MM PRECAST CONCRETE PIPE RISER M 1,000.0000 5,000.00 0.000 0.00 214 900 MM REINFORCED CONCRETE PIPE RISER M 600.0000 16,200.00 1.400 840.00 215 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 3,975.00 0.000 0.00 216 ROCK SLOPE PROTECTION M3 70.0000 4,130.00 0.000 0.00 (BACKING NO. 2, METHOD B) 217 ROCK SLOPE PROTECTION (1T, METHOD B) M3 65.0000 14,950.00 0.000 0.00 218 CONCRETED-ROCK SLOPE PROTECTION M2 125.0000 7,125.00 0.000 0.00 (LIGHT, METHOD A) 219 SLOPE PAVING (CONCRETE) M3 520.0000 6,240.00 0.000 0.00 (F) 220 MINOR CONCRETE (CHANNEL LINING) M3 300.0000 210,000.00 0.000 0.00 221 ROCK SLOPE PROTECTION FABRIC M2 4.0000 1,440.00 0.000 0.00 222 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 126,000.00 5.400 2,430.00 CONSTRUCTION) 223 MINOR CONCRETE (MISC CONSTRUCTION) M3 460.0000 404,800.00 0.000 0.00 COLORED CONCRETE 224 MINOR CONCRETE (GUTTER) M3 650.0000 16,900.00 0.000 0.00 225 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 54,000.00 0.000 0.00 226 MISCELLANEOUS IRON AND STEEL KG 3.0000 95,103.00 834.000 2,502.00 (F) 227 MISCELLANEOUS METAL KG 4.0000 20,800.00 0.000 0.00 (SF)(RESTRAINER - PIPE TYPE) 228 MISCELLANEOUS METAL KG 10.0000 145,300.00 0.000 0.00 (SF)(RESTRAINER - CABLE TYPE) 229 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 3,500.00 0.000 0.00 (SF) 230 BRIDGE DECK DRAINAGE SYSTEM KG 3.0000 78,660.00 1,888.000 5,664.00 (SF) 231 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 292,500.00 0.000 0.00 (S) 232 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 19,800.00 0.000 0.00 (S) 233 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,100.0000 12,100.00 0.000 0.00 (S) 234 DELINEATOR (CLASS 1) EA 20.0000 5,000.00 0.000 0.00 235 MILEPOST MARKER EA 30.0000 1,380.00 0.000 0.00 236 GUARD RAILING DELINEATOR EA 16.0000 2,720.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 04/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:12 PM ESTIMATE NO. 13 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 04/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 04/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 237 METAL BEAM GUARD RAILING (WOOD POST) M 55.0000 71,500.00 0.000 0.00 (S) 238 CONCRETE BARRIER (TYPE 25) M 115.0000 599,265.00 0.000 0.00 (F) 239 CONCRETE BARRIER (TYPE 25A) M 175.0000 218,925.00 0.000 0.00 (F) 240 CONCRETE BARRIER (TYPE 25B) M 240.0000 43,200.00 0.000 0.00 241 CABLE RAILING M 21.0000 119,700.00 0.000 0.00 (S) 242 END SECTION EA 155.0000 4,340.00 0.000 0.00 (S) 243 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 70,000.00 0.000 0.00 (S) 244 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 625.0000 12,500.00 0.000 0.00 (S) 245 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 825.0000 8,250.00 0.000 0.00 (S) 246 RETURN SECTION EA 120.0000 1,200.00 0.000 0.00 (S) 247 CRASH CUSHION, SAND FILLED EA 4,000.0000 24,000.00 0.000 0.00 (S) 248 CRASH CUSHION (ADIEM) EA 15,500.0000 15,500.00 0.000 0.00 (S) 249 CONCRETE BARRIER (TYPE 60) M 100.0000 550,000.00 0.000 0.00 250 CONCRETE BARRIER (TYPE 60A) M 120.0000 62,160.00 0.000 0.00 (F) 251 CONCRETE BARRIER (TYPE 60C) M 180.0000 135,000.00 0.000 0.00 252 CONCRETE BARRIER (TYPE 60D) M 80.0000 262,400.00 0.000 0.00 253 CONCRETE BARRIER (TYPE 60E) M 335.0000 559,450.00 0.000 0.00 254 THERMOPLASTIC PAVEMENT MARKING M2 33.0000 101,970.00 0.000 0.00 (S) 255 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 14,640.00 0.000 0.00 (S) 256 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 16,680.00 0.000 0.00 (S) 257 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,900.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 258 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,050.00 0.000 0.00 (S) (BROKEN 11.00 M - 3.5 M) 259 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 104,000.00 48,750.000 24,375.00 (S) 260 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 261 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 35,700.00 9,989.000 9,989.00 (S) 262 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 52,500.00 3,301.000 9,903.00 (S) 263 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 11 DATE 04/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:12 PM ESTIMATE NO. 13 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 04/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 04/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 264 SIGNAL AND LIGHTING (LOCATION 2) LS 75,000.0000 75,000.00 0.000 0.00 (S) 265 LIGHTING AND SIGN ILLUMINATION LS 1300,000.0000 1,300,000.00 0.026 33,800.00 (S) 266 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.570 11,400.00 (S) (LOCATION 1) 267 CHANGEABLE MESSAGE SIGN SYSTEM LS 75,000.0000 75,000.00 0.410 30,750.00 (S) (LOCATION 2) 268 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (S) (LOCATION 3) 269 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.680 13,600.00 (S) (LOCATION 4) 270 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 1,700.0000 5,100.00 0.000 0.00 (S) (TYPE A) 271 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,200.0000 6,600.00 0.000 0.00 (S) (TYPE B) 272 LIGHTING CONDUIT (BRIDGE) M 21.0000 66,990.00 0.000 0.00 (S) 273 ELECTRIC SERVICE (IRRIGATION) LS 18,000.0000 18,000.00 0.000 0.00 (S) 274 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.000 0.00 (S) 275 TRAFFIC MONITORING STATION (LOCATION 2) LS 35,000.0000 35,000.00 0.000 0.00 (S) 276 TRAFFIC MONITORING STATION (LOCATION 3) LS 48,000.0000 48,000.00 0.000 0.00 (S) 277 TRAFFIC MONITORING STATION (LOCATION 4) LS 45,000.0000 45,000.00 0.000 0.00 (S) 278 TRAFFIC MONITORING STATION (LOCATION 5) LS 11,000.0000 11,000.00 0.110 1,210.00 (S) 279 FIBER OPTIC COMMUNICATION SYSTEM LS 950,000.0000 950,000.00 0.000 0.00 (S) 280 RAMP METERING SYSTEM (LOCATION 1) LS 110,000.0000 110,000.00 0.000 0.00 (S) 281 RAMP METERING SYSTEM (LOCATION 2) LS 65,000.0000 65,000.00 0.000 0.00 (S) 282 RAMP METERING SYSTEM (LOCATION 3) LS 90,000.0000 90,000.00 0.590 53,100.00 (S) 283 REMOVE RAMP METERING SYSTEM LS 4,000.0000 4,000.00 0.000 0.00 284 150 MM FIRE HYDRANT ASSEMBLY EA 2,500.0000 2,500.00 0.000 0.00 285 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 286 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 25,000.0000 25,000.00 0.013 325.00 0.222 5,550.00 SYSTEM DATA DELIVERY 287 SEAL LONGITUDINAL ISOLATION JOINT M 1.0000 32,400.00 0.000 0.00 288 WATER METER (BUILDING) EA 3,000.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 04/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:12 PM ESTIMATE NO. 13 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 04/20/03 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 04/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,442,149.20 21,326,555.19 ADJUSTMENT OF COMPENSATION 0.00 14,535.73 EXTRA WORK 61,550.12 978,105.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,503,699.32 22,319,196.75 289 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 1,503,699.32 31,344,196.75 MATERIALS ON HAND ON SITE 2,612,099.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -294,954.68 TOTAL 1,503,699.32 33,661,341.97 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 09/25/07 245 20 0 0 28% 15% PROGRESS IS SATISFACTORY KHAN, MOHAMMED RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 04/22/03