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 04/25/05 EST. NO.26 TIME 08:38 AM R.E. NAME: SANDOVAL, MARTIN 07-1257U4 --------------------------------------------------------------------------- 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 0191 763.70 E.W. @ F.A.(+) 122704 Y 0672.0 0206 398.59 072304 Y 0819.0 0207 398.59 072604 Y 0820.0 0208 417.83 072704 Y 0821.0 0209 398.59 072804 Y 0822.0 0210 388.35 072904 Y 0823.0 0211 398.59 073004 Y 0824.0 0212 398.59 080204 Y 0825.0 0214 376.19 080304 Y 0827.0 0215 418.75 080404 Y 0828.0 0216 398.59 080504 Y 0829.0 0217 394.20 080604 Y 0830.0 0218 417.83 080904 Y 0831.0 0219 417.83 081004 Y 0832.0 0221 398.59 081104 Y 0834.0 0222 394.20 081204 Y 0835.0 0223 398.59 081304 Y 0836.0 0224 398.59 081604 Y 0837.0 0225 398.59 081804 Y 0838.0 0226 398.59 081904 Y 0839.0 0227 390.49 082004 Y 0840.0 0228 390.49 082304 Y 0841.0 0229 403.29 082404 Y 0842.0 0230 403.29 082504 Y 0843.0 0231 386.70 082604 Y 0844.0 0232 395.62 082704 Y 0845.0 0233 411.25 090104 Y 0846.0 0234 386.70 090204 Y 0847.0 0235 390.49 090704 Y 0848.0 0236 411.25 090804 Y 0849.0 0237 390.98 090904 Y 0850.0 0238 367.03 120104 Y 0884.0 0239 405.50 112204 Y 0885.0 0240 391.09 120204 Y 0886.0 0241 391.09 120304 Y 0887.0 0242 364.76 120804 Y 0888.0 0243 386.70 120904 Y 0889.0 0244 390.49 121004 Y 0890.0 0245 376.60 120704 Y 0891.0 0246 391.09 121304 Y 0892.0 0247 391.09 121404 Y 0893.0 0248 391.09 121504 Y 0894.0 0249 386.70 121604 Y 0895.0 0250 391.09 121704 Y 0896.0 0251 386.70 122004 Y 0897.0 0252 391.09 122104 Y 0898.0 0253 386.70 122204 Y 0899.0 0254 386.70 122304 Y 0900.0 0255 386.70 011805 Y 0901.0 0256 389.35 011905 Y 0902.0 0257 393.10 012005 Y 0903.0 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 04/25/05 EST. NO.26 TIME 08:38 AM R.E. NAME: SANDOVAL, MARTIN 07-1257U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0258 383.39 012105 Y 0904.0 0259 388.48 012405 Y 0905.0 0260 386.71 012705 Y 0906.0 0261 388.98 113004 Y 0883.0 0262 398.59 070604 Y 0807.0 0263 398.59 070704 Y 0808.0 0264 398.59 070804 Y 0809.0 0265 397.99 071204 Y 0810.0 0266 398.59 071304 Y 0811.0 0267 398.59 071404 Y 0812.0 0268 339.32 071504 Y 0813.0 0269 397.99 071604 Y 0814.0 0270 376.19 071904 Y 0815.0 0271 398.59 072004 Y 0816.0 0272 396.84 072104 Y 0817.0 0273 394.20 072204 Y 0818.0 0274 388.99 091304 Y 0852.0 0275 390.49 091004 Y 0851.0 0276 399.17 091404 Y 0853.0 0277 390.49 091504 Y 0854.0 0278 396.16 091604 Y 0855.0 0279 388.47 091704 Y 0856.0 0280 390.49 092004 Y 0857.0 0281 388.47 092204 Y 0858.0 0282 391.09 092304 Y 0859.0 0283 391.42 092404 Y 0860.0 0284 386.70 092704 Y 0861.0 0285 406.49 092804 Y 0862.0 0286 427.21 092904 Y 0863.0 0287 390.49 093004 Y 0864.0 0288 390.49 100104 Y 0865.0 0289 386.70 100404 Y 0866.0 0290 386.70 100504 Y 0867.0 0291 386.70 101204 Y 0868.0 0292 391.09 101304 Y 0869.0 0293 424.04 101404 Y 0870.0 0294 349.52 101504 Y 0871.0 0295 386.70 101804 Y 0872.0 0296 395.57 101904 Y 0873.0 0297 370.43 102504 Y 0874.0 0298 364.75 102904 Y 0875.0 0299 398.23 110104 Y 0876.0 0300 386.70 110204 Y 0877.0 0301 386.70 110304 Y 0878.0 0302 386.71 110804 Y 0879.0 0303 388.98 111504 Y 0880.0 0304 386.70 111604 Y 0881.0 0305 410.33 112904 Y 0882.0 0306 76.92 030105 Y 0907.0 0307 264.29 030905 Y 0909.0 0308 444.57 031005 Y 0910.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 04/25/05 EST. NO.26 TIME 08:38 AM R.E. NAME: SANDOVAL, MARTIN 07-1257U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0309 555.52 022405 Y 0942.0 0310 164.13 022505 Y 0943.0 0311 412.71 031505 Y 0944.0 0312 70.23 031505 Y 0945.0 0313 319.63 031505 Y 0946.0 0314 100.54 031605 Y 0947.0 0315 394.55 031605 Y 0948.0 0316 390.13 032105 Y 0949.0 0317 2,593.26 032105 Y 0950.0 0318 1,138.68 032205 Y 0951.0 0319 526.63 032305 Y 0952.0 0320 484.34 021405 Y 0751.0 002 0062 2,107.44 E.W. @ F.A.(+) 020705 N 924 0 0063 2,774.79 020705 N 925 0 0064 3,017.52 020805 N 926 0 0065 2,178.07 020905 N 927 0 0066 690.81 021405 N 928 0 0067 2,094.21 021005 N 929 0 0068 242.50 022405 N 930 0 0070 1,100.00 030505 Y 0760.1 0071 2,633.60 030205 N 959 0 0072 262.55 030305 N 960 0 0073 887.82 031005 N 962 0 0074 348.63 031405 N 963 0 0075 180.89 031705 N 964 0 0076 553.62 030805 N 961 0 004 0010 1,079.50 E.W. @ F.A.(+) 071803 N 0082.1 006 0010 1,537.50 E.W. @ F.A.(+) 011805 Y 0920.0 0011 1,262.50 071304 Y 0551.1 008 0018 516.40 A.C. @ U.P.(+) 022005 Y 0749.0 009 0053 299.75 E.W. @ F.A.(+) 030105 Y 0908.0 022 0032 508.73 E.W. @ F.A.(+) 110804 Y 0746.1 026 0017 369.68 E.W. @ F.A.(+) 080204 Y 0826.0 034 0007 1,082.92 E.W. @ F.A.(+) 012505 Y 0753.0 037 0002 878.04 E.W. @ F.A.(+) 031904 N 0294.0 0004 925.58 020905 N 933 0 039 0014 95.92 E.W. @ F.A.(+) 112304 Y 0742.0 042 0010 683.34 E.W. @ F.A.(+) 050604 Y 0743.0 0011 943.09 050404 Y 0744.0 054 0007 536.53 E.W. @ F.A.(+) 030705 N 922 0 0008 624.39 030805 N 923 0 0011 868.02 030805 N 941 0 055 0008 399.69 E.W. @ F.A.(+) 011205 N 0715.0 0034 116.39 013105 Y 0770.0 0035 6,303.18 020105 N 0958.0 057 0001 10,376.64 A.C. @ L.S.(+) 041505 N 57-1 0 061 0002 483.42 E.W. @ F.A.(+) 122304 N 931 0 062 0002 5,916.20 A.C. @ L.S.(+) 041505 N 62-2 0 065 0001 2,861.23 E.W. @ F.A.(+) 012705 N 934 0 066 0003 124.80 E.W. @ F.A.(+) 012405 Y 0756.0 0004 182.84 012505 Y 0757.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 04/25/05 EST. NO.26 TIME 08:38 AM R.E. NAME: SANDOVAL, MARTIN 07-1257U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0007 2,315.01 020105 N 935 0 0008 675.75 011705 Y 0755.0 067 0012 438.46 E.W. @ F.A.(+) 012405 Y 0805.0 0014 544.45 022405 Y 0911.0 0015 748.06 022805 Y 0912.0 0016 219.13 030205 Y 0913.0 0017 566.68 030305 Y 0914.0 0018 698.35 030405 Y 0915.0 0019 1,113.96 030805 Y 0916.0 069 0003 3,459.60 E.W. @ F.A.(+) 121504 N 921 0 0004 381.44 020405 N 936 0 0005 270.22 020905 N 938 0 0006 2,166.97 020705 N 937 0 070 0012 58.20 E.W. @ F.A.(+) 013105 Y 0781.0 0013 264.58 020805 Y 0783.0 0017 61.52 020105 Y 0782.0 0018 377.55 032405 Y 0957.0 0019 1,071.89 022205 Y 0917.0 0020 714.08 030405 Y 0918.0 0021 95.39 030705 Y 0919.0 0022 1,062.73 021905 Y 0953.0 0023 1,074.53 022305 Y 0954.0 0024 377.55 031505 Y 0955.0 0025 524.75 032305 Y 0956.0 124,489.09 TOTAL THIS ESTIMATE 1,030,112.69 TOTAL PREVIOUS ESTIMATE 1,154,601.78 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 04/25/05 EST. NO.26 TIME 08:38 AM R.E. NAME: SANDOVAL, MARTIN 07-1257U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE REOPENI -43,000.00 08 CORING DEPTH MED369- -179.78 18 CORING DEPTH WB60-38 -5,163.40 18 PCCP OUT OF CONTRACT -3,846.80 18 PCCP THICK DEFI10/28 -5,612.24 21 PCCP THICK DEFI10/19 -7,144.83 21 LATETRAFFICCLOSURE -34,400.00 23 PCC OUT OF CON COMPL -1,769.85 24 PCCP CORING RESULTS -2,156.50 26 RESTAKING CHARGES -21,720.00 26 -23,876.50 -124,993.40 LABOR COMPLIANCE VIOLATION AMERICAN -10,000.00 03 AMERICAN 10,000.00 04 CGO -10,000.00 04 PAYROLLS AUG -10,000.00 05 CGO 10,000.00 06 PAYROLLS AUG 10,000.00 06 OCTOBER PAYROLL -10,000.00 07 NOVEMBER PAYROLL -10,000.00 08 JAN PAYROLL -10,000.00 10 NOVEMBER PAYROLL 10,000.00 10 OCTOBER PAYROLL 10,000.00 10 JAN PAYROLL 10,000.00 11 MARCH PAYROLL -10,000.00 12 APRIL PAYROLL -10,000.00 13 JUNE PAYROLL -10,000.00 14 JULY PAYROLLS -10,000.00 16 APR PAYROLL 10,000.00 17 JUNE PAYROLL 10,000.00 17 MAR PAYROLL 10,000.00 17 SEPT PAYROLL -10,000.00 18 JULY PAYROLLS 10,000.00 20 SEPT PAYROLL 10,000.00 20 OCTOBER 2004 PAYROLL -10,000.00 21 NOV. 04 -10,000.00 22 DEC '04 -10,000.00 23 NOV '04 10,000.00 23 JAN.'05 -10,000.00 24 FEB -10,000.00 25 MARCH 05 -10,000.00 26 -10,000.00 -50,000.00 TOTAL DEDUCTIONS -33,876.50 -174,993.40 PROGRAM CAS145 PAGE 1 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 08:38 AM ESTIMATE NO. 26 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/05 LOCATION RERUN PROGRESS ESTIMATE 07-LA-60-R22.4/R25.0 ----------------------- CC MYERS, INC. IN LOS ANGELES COUNTY IN DIAMOND 1822 S. LEWIS STREET BAR AND THE CITY OF INDUSTRY AT ANAHEIM, CA VARIOUS LOCATIONS FED. AID NO. ACST-X037(114)E ,P-X037(114)E CONCRETE BOX GIRDER BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 4,700.0000 3,760,000.00 18.000 84,600.00 433.000 2,035,100.00 03 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 350,000.0000 350,000.00 0.020 7,000.00 0.630 220,500.00 05 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.850 42,500.00 S) 06 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.026 14,300.00 0.598 328,900.00 S) 07 TYPE III BARRICADE EA 85.0000 1,275.00 6.000 510.00 S) 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 75.0000 3,750.00 230.620 17,296.50 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 31,200.00 1,000.000 600.00 53,699.120 32,219.47 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 21,700.00 27.000 945.00 733.000 25,655.00 S) 11 TEMPORARY PAVEMENT MARKER EA 3.0000 101,700.00 172.000 516.00 29,977.000 89,931.00 S) 12 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,100.0000 2,200.00 0.000 0.00 S) 13 TEMPORARY RAILING (TYPE K) M 45.0000 1,174,500.00 98.000 4,410.00 19,557.000 880,065.00 S) 14 TEMPORARY CRASH CUSHION MODULE EA 225.0000 144,000.00 29.000 6,525.00 845.000 190,125.00 S) 15 ABANDON SEWER M 10.0000 7,500.00 743.000 7,430.00 S) 16 CONCRETE SURFACING M2 5.0000 1,000.00 0.000 0.00 17 REMOVE CHAIN LINK FENCE M 12.0000 21,720.00 1,944.690 23,336.28 S) 18 REMOVE METAL BEAM GUARD RAILING M 20.0000 16,200.00 1,038.380 20,767.60 S) 19 REMOVE TRAFFIC STRIPE M 1.1500 26,450.00 25,845.200 29,721.98 S) 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7500 29,750.00 22,725.210 39,769.12 S) 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 15.0000 450.00 135.620 2,034.30 S) 22 REMOVE PAVEMENT MARKER EA 1.0000 15,900.00 21,199.000 21,199.00 S) PROGRAM CAS145 PAGE 2 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 08:38 AM ESTIMATE NO. 26 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 200.0000 5,800.00 2.000 400.00 24 REMOVE SIGN STRUCTURE EA 4,000.0000 28,000.00 4.000 16,000.00 25 REMOVE PIPE M 150.0000 60,000.00 389.700 58,455.00 26 REMOVE INLET EA 650.0000 22,750.00 28.000 18,200.00 27 REMOVE HEADWALL EA 750.0000 1,500.00 2.000 1,500.00 28 REMOVE SEWER MANHOLE EA 750.0000 7,500.00 10.000 7,500.00 S) 29 REMOVE SEWER PIPE M 33.0000 231.00 14.000 462.00 S) 30 REMOVE CONCRETE PAVEMENT M2 5.0000 19,150.00 3,717.264 18,586.32 9,139.404 45,697.02 31 RECONSTRUCT CHAIN LINK FENCE M 35.0000 5,250.00 0.000 0.00 S) 32 RECONSTRUCT CHAIN LINK GATE EA 400.0000 400.00 0.000 0.00 S) 33 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 8,500.00 91.460 4,573.00 S) (WOOD POST) 34 RELOCATE ROADSIDE SIGN-ONE POST EA 125.0000 2,250.00 1.000 125.00 3.000 375.00 35 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 3,500.00 0.000 0.00 36 MODIFY INLET EA 2,300.0000 16,100.00 1.000 2,300.00 4.000 9,200.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 3,600.00 1,190.000 4,760.00 S) (45 MM MAXIMUM) 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 8,680.00 0.000 0.00 S) (75 MM MAXIMUM) 39 REMOVE CONCRETE M3 70.0000 60,200.00 710.287 49,720.09 40 REMOVE CONCRETE CURB M 5.0000 12,000.00 1,980.600 9,903.00 41 REMOVE CONCRETE SIDEWALK M2 4.0000 480.00 0.000 0.00 42 REMOVE CONCRETE BARRIER M 17.0000 25,449.00 388.300 6,601.10 1,415.200 24,058.40 43 ACCESS OPENING, SOFFIT EA 2,500.0000 5,000.00 1.300 3,250.00 44 CAP INLET AND RISER EA 800.0000 4,000.00 10.000 8,000.00 45 REMOVE CRASH CUSHION EA 2,500.0000 2,500.00 0.000 0.00 S) 46 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 47 ROADWAY EXCAVATION M3 11.0000 770,000.00 563.540 6,198.94 53,176.890 584,945.79 48 ROADWAY EXCAVATION (TYPE Y) M3 11.0000 128,700.00 10,441.000 114,851.00 (AERIALLY DEPOSITED LEAD) 49 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 PROGRAM CAS145 PAGE 3 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 08:38 AM ESTIMATE NO. 26 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION M3 25.0000 5,075.00 203.000 5,075.00 F) 51 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 42,390.00 180.000 5,400.00 1,413.000 42,390.00 F) 52 STRUCTURE EXCAVATION (CULVERT) M3 5.0000 1,940.00 388.190 1,940.95 F) 53 STRUCTURE EXCAVATION (RETAINING WALL) M3 36.0000 796,680.00 3,356.000 120,816.00 18,924.000 681,264.00 F) 54 STRUCTURE EXCAVATION (TYPE Y) M3 5.0000 37,870.00 6,241.250 31,206.25 F) (AERIALLY DEPOSITED LEAD) 55 STRUCTURE BACKFILL M3 20.0000 2,300.00 0.000 0.00 F) 56 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 28,035.00 340.000 11,900.00 F) 57 STRUCTURE BACKFILL (CULVERT) M3 6.0000 480.00 80.000 480.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 17.0000 346,919.00 1,000.000 17,000.00 6,607.000 112,319.00 F) 59 GRAVEL FILL M3 20.0000 50,840.00 1,251.000 25,020.00 F) 60 PERVIOUS BACKFILL MATERIAL (RETAINING M3 118.0000 74,340.00 131.000 15,458.00 WALL) 61 SOIL CEMENT M3 150.0000 225,750.00 240.000 36,000.00 240.000 36,000.00 S) 62 EARTH RETAINING STRUCTURE, LOCATION A M2 440.0000 372,680.00 0.000 0.00 F) 63 EARTH RETAINING STRUCTURE, LOCATION B M2 290.0000 1,365,900.00 4,710.000 1,365,900.00 F) 64 EARTH RETAINING STRUCTURE, LOCATION C M2 220.0000 121,660.00 553.000 121,660.00 F) 65 SOIL NAIL ASSEMBLY M 60.0000 145,740.00 2,560.000 153,600.00 S) 66 IMPORTED BORROW M3 0.0100 53.60 0.000 0.00 67 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 0.0100 82.30 0.000 0.00 68 HIGHWAY PLANTING LS 12,000.0000 12,000.00 0.000 0.00 S) 69 DUFF HA 3,500.0000 21,000.00 0.000 0.00 S) 70 STRAW (EROSION CONTROL) TONN 600.0000 13,800.00 3.150 1,890.00 S) 71 FIBER (EROSION CONTROL) KG 0.9000 4,041.00 633.000 569.70 S) 72 COMPOST (EROSION CONTROL) KG 0.5000 11,250.00 1,499.000 749.50 S) 73 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,500.00 1.000 500.00 S) 74 PURE LIVE SEED (EROSION CONTROL) KG 60.0000 12,000.00 24.520 1,471.20 S) 75 STABILIZING EMULSION (EROSION CONTROL) KG 3.7500 3,337.50 136.520 511.95 S) 76 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 08:38 AM ESTIMATE NO. 26 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 0.100 1,500.00 S) 78 200 MM CORRUGATED HIGH DENSITY M 155.0000 26,350.00 112.480 17,434.40 S) POLYETHYLENE PIPE CONDUIT 79 EXTEND 200 MM CONDUIT M 450.0000 81,000.00 4.000 1,800.00 S) 80 CLASS 4 AGGREGATE SUBBASE M3 14.0000 69,720.00 4,273.600 59,830.40 81 CLASS 2 AGGREGATE BASE M3 24.0000 108,240.00 3,791.950 91,006.80 82 AGGREGATE BASE (APPROACH SLAB) M3 150.0000 12,000.00 13.000 1,950.00 83 CLASS 3 AGGREGATE BASE M3 21.0000 405,300.00 13,162.750 276,417.75 84 LEAN CONCRETE BASE M3 130.0000 1,755,000.00 8,879.640 1,154,353.20 85 ASPHALT CONCRETE (TYPE B) TONN 50.0000 350,000.00 7,046.600 352,330.00 86 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 70.0000 32,900.00 124.870 8,740.90 87 PLACE ASPHALT CONCRETE DIKE M 2.5000 13,200.00 2,757.040 6,892.60 88 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.0000 15,000.00 1,310.820 15,729.84 AREA) 89 CONCRETE PAVEMENT M3 165.0000 4,191,000.00 157.605 26,004.83 14,222.019 2,346,633.14 90 CONCRETE PAVEMENT (RAMP TERMINI) M3 275.0000 46,750.00 70.000 19,250.00 91 REPLACE CONCRETE PAVEMENT M3 350.0000 129,500.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 92 SEAL PAVEMENT JOINT M 3.2500 52,000.00 12,909.150 41,954.74 93 SEAL LONGITUDINAL ISOLATION JOINT M 7.5000 93,750.00 0.000 0.00 94 TIE BAR (DRILL AND BOND) EA 6.0000 1,560.00 0.000 0.00 95 GRIND EXISTING CONCRETE M2 5.0000 37,300.00 6,172.105 30,860.53 S) PAVEMENT 96 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 275.0000 28,325.00 99.455 27,350.13 PILING 97 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 240.0000 206,160.00 555.000 133,200.00 S) PILING 98 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,025.0000 78,925.00 76.500 78,412.50 S) PILING 99 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 184,800.00 0.400 1,320.00 61.200 201,960.00 S) PILING 00 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 274,400.00 -0.600 -1,680.00 58.500 163,800.00 S) PILING 01 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,350.0000 426,300.00 5.230 22,750.50 98.350 427,822.50 S) PILING 02 3.4 M CAST-IN-DRILLED HOLE CONCRETE M 4,500.0000 900,000.00 11.627 52,321.50 98.900 445,050.00 S) PILING 03 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 525.0000 98,175.00 -1.000 -525.00 89.000 46,725.00 S) PILING PROGRAM CAS145 PAGE 5 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 08:38 AM ESTIMATE NO. 26 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 900 MM CAST-IN-DRILLED HOLE CONCRETE M 525.0000 35,700.00 0.600 315.00 57.600 30,240.00 S) PILING (ROCK SOCKET) 05 1.2 M CAST-IN-DRILLED HOLE CONCRETE M 750.0000 7,500.00 13.500 10,125.00 S) PILING (ROCK SOCKET) 06 1.8 M CAST-IN-DRILLED HOLE CONCRETE M 2,800.0000 64,400.00 -0.200 -560.00 22.800 63,840.00 S) PILING (ROCK SOCKET) 07 2.4 M CAST-IN-DRILLED HOLE CONCRETE M 3,500.0000 364,000.00 0.644 2,254.00 65.200 228,200.00 S) PILING (ROCK SOCKET) 08 3.0 M CAST-IN-DRILLED HOLE CONCRETE M 3,700.0000 521,700.00 1.658 6,134.60 140.600 520,220.00 S) PILING (ROCK SOCKET) 09 3.4 M CAST-IN-DRILLED HOLE CONCRETE M 3,800.0000 1,022,200.00 22.115 84,037.00 140.910 535,458.00 S) PILING (ROCK SOCKET) 10 PRESTRESSING CAST-IN-PLACE CONCRETE LS 475,000.0000 475,000.00 0.400 190,000.00 S) 11 TIEBACK ANCHOR EA 2,100.0000 136,500.00 65.000 136,500.00 S) 12 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 50,750.00 70.000 24,500.00 F) 13 STRUCTURAL CONCRETE, BRIDGE M3 371.0000 6,034,315.00 4,699.270 1,743,429.17 F) 14 STRUCTURAL CONCRETE, RETAINING WALL M3 325.0000 2,438,475.00 516.960 168,012.00 5,213.260 1,694,309.50 F) 15 STRUCTURAL CONCRETE, BARRIER SLAB M3 420.0000 650,580.00 381.000 160,020.00 457.000 191,940.00 F) 16 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 86,450.00 39.000 18,525.00 F) (TYPE N) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 83,250.00 20.000 15,000.00 (TYPE R) 18 STRUCTURAL CONCRETE APPROACH SLAB M3 900.0000 5,400.00 6.000 5,400.00 F) (TYPE R MODIFIED) 19 CLASS 1 CONCRETE (BOX CULVERT) M3 600.0000 48,000.00 78.990 47,394.00 F) 20 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 205,800.00 5.130 5,386.50 118.390 124,309.50 F) 21 MINOR CONCRETE (PIPE ENCASEMENT) M3 150.0000 465.00 10.700 1,605.00 22 MINOR CONCRETE (BACKFILL) M3 145.0000 17,400.00 64.510 9,353.95 23 PAVING NOTCH EXTENSION M3 5,600.0000 16,800.00 0.500 2,800.00 24 ARCHITECTURAL TREATMENT M2 35.0000 2,450.00 0.000 0.00 F) 25 FRACTURED RIB TEXTURE M2 55.0000 96,855.00 1,140.000 62,700.00 1,761.000 96,855.00 F) 26 CORE CONCRETE (101 MM - 150 MM) M 580.0000 3,480.00 6.000 3,480.00 S) 27 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 135.0000 315,495.00 637.000 85,995.00 637.000 85,995.00 SF) 28 SOUND WALL (MASONRY BLOCK) M2 135.0000 246,375.00 316.000 42,660.00 564.000 76,140.00 SF) 29 PTFE BEARING EA 2,000.0000 40,000.00 12.500 25,000.00 S) 30 PTFE SPHERICAL BEARING EA 2,500.0000 62,500.00 5.000 12,500.00 PROGRAM CAS145 PAGE 6 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 08:38 AM ESTIMATE NO. 26 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 JOINT SEAL (MR 15 MM) M 120.0000 4,920.00 0.000 0.00 S) 32 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,100.0000 49,500.00 0.000 0.00 S) 33 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,600.0000 110,400.00 0.000 0.00 S) 34 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,000.0000 62,000.00 0.000 0.00 S) 35 BAR REINFORCING STEEL (BRIDGE) KG 0.9200 4,223,812.00 410,069.710 377,264.13 2,638,672.980 2,427,579.14 SF) 36 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2500 630,925.00 28,702.350 35,877.94 331,201.350 414,001.69 SF) 37 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 5,459.00 7,927.000 7,927.00 SF) 38 HEADED BAR REINFORCEMENT EA 7.0000 109,109.00 2,523.000 17,661.00 SF) 39 SHOTCRETE M3 870.0000 168,780.00 193.519 168,361.53 F) 40 ISOLATION CASING KG 0.5000 41,200.00 27,292.000 13,646.00 SF) 41 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.4000 86,618.40 0.000 0.00 SF) 42 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6500 12,795.90 0.000 0.00 SF) 43 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 458,120.00 0.000 0.00 F) 44 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 62,991.50 0.000 0.00 SF) 45 760 MM CAST-IN-DRILLED-HOLE M 750.0000 6,750.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 46 920 MM CAST-IN-DRILLED-HOLE M 950.0000 61,750.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 47 1070 MM CAST-IN-DRILLED-HOLE M 1,300.0000 26,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 48 1370 MM CAST-IN-DRILLED-HOLE M 2,300.0000 78,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 49 METAL (BARRIER MOUNTED SIGN) KG 15.0000 16,800.00 0.000 0.00 50 METAL (WALL MOUNTED SIGN) KG 15.0000 3,450.00 0.000 0.00 51 ROADSIDE SIGN - ONE POST EA 150.0000 1,950.00 0.000 0.00 52 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 1,400.00 0.000 0.00 METHOD) 53 INSTALL SIGN PANEL ON EXISTING FRAME M2 60.0000 1,680.00 0.000 0.00 54 450 MM REINFORCED CONCRETE PIPE M 150.0000 22,500.00 97.600 14,640.00 55 600 MM REINFORCED CONCRETE PIPE M 160.0000 257,600.00 74.500 11,920.00 1,064.500 170,320.00 56 750 MM REINFORCED CONCRETE PIPE M 250.0000 6,000.00 2.200 550.00 57 PREFABRICATED VERTICAL DRAIN M 1.9000 123,424.00 51,625.000 98,087.50 S) PROGRAM CAS145 PAGE 7 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 08:38 AM ESTIMATE NO. 26 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 80 MM PLASTIC PIPE (EDGE DRAIN) M 17.0000 110,330.00 4,971.500 84,515.50 59 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 40.0000 17,200.00 457.010 18,280.40 60 GRATED LINE DRAIN M 220.0000 37,400.00 0.000 0.00 61 450 MM CORRUGATED STEEL PIPE RISER M 1,100.0000 11,000.00 5.500 6,050.00 (2.01 MM THICK) 62 600 MM CONCRETE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 63 600 MM PRECAST CONCRETE PIPE MANHOLE M 400.0000 720.00 1.100 440.00 64 200 MM CAST IRON PIPE M 325.0000 3,575.00 11.000 3,575.00 S) 65 200 MM VITRIFIED CLAY PIPE M 130.0000 16,900.00 129.000 16,770.00 S) (EXTRA STRENGTH) 66 250 MM VITRIFIED CLAY PIPE M 145.0000 91,350.00 629.000 91,205.00 S) (EXTRA STRENGTH) 67 300 MM VITRIFIED CLAY PIPE M 190.0000 2,090.00 12.000 2,280.00 S) (EXTRA STRENGTH) 68 CONCRETE SEWER MANHOLE EA 2,300.0000 23,000.00 9.000 20,700.00 S) 69 ROCK SLOPE PROTECTION M3 100.0000 430.00 0.000 0.00 (FACING, METHOD B) 70 SLOPE PAVING (SPLIT FACE PAVERS) M2 150.0000 799,500.00 700.000 105,000.00 1,190.000 178,500.00 71 MINOR CONCRETE (DITCH LINING) M3 900.0000 83,700.00 60.843 54,758.70 72 MINOR CONCRETE (CHANNEL LINING) M3 275.0000 178,750.00 589.820 162,200.50 73 MINOR CONCRETE (MISCELLANEOUS M3 240.0000 48,000.00 132.040 31,689.60 CONSTRUCTION) 74 MINOR CONCRETE (GUTTER) M 400.0000 292,000.00 509.760 203,904.00 F) 75 MISCELLANEOUS IRON AND STEEL KG 1.7500 44,768.50 792.000 1,386.00 10,003.000 17,505.25 SF) 76 MANHOLE FRAME AND COVER EA 275.0000 2,750.00 11.000 3,025.00 S) 77 MISCELLANEOUS METAL KG 6.0000 69,420.00 300.000 1,800.00 SF)(RESTRAINER - CABLE TYPE) 78 MISCELLANEOUS METAL, DECK DRAIN KG 4.0000 89,200.00 3,800.000 15,200.00 SF) 79 MISCELLANEOUS METAL (BRIDGE) KG 1.0000 9,860.00 0.000 0.00 SF) 80 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 42,960.00 263.620 6,326.88 S) 81 GUARD RAILING DELINEATOR EA 25.0000 100.00 0.000 0.00 82 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 2,700.00 0.000 0.00 83 METAL BEAM GUARD RAILING (WOOD POST) M 65.0000 42,900.00 40.000 2,600.00 275.500 17,907.50 S) 84 CONCRETE BARRIER (TYPE 50A) M 100.0000 900.00 9.000 900.00 F) PROGRAM CAS145 PAGE 8 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 08:38 AM ESTIMATE NO. 26 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CABLE RAILING M 20.0000 12,500.00 625.000 12,500.00 SF) 86 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 50,000.00 1.000 2,500.00 9.000 22,500.00 S) 87 TERMINAL SYSTEM (TYPE CAT) EA 4,500.0000 4,500.00 0.000 0.00 S) 88 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 500.0000 500.00 0.000 0.00 S) 89 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 18,200.00 2.000 1,400.00 7.000 4,900.00 S) 90 CRASH CUSHION, SAND FILLED EA 4,000.0000 8,000.00 0.000 0.00 S) 91 CRASH CUSHION (ADIEM) EA 18,000.0000 36,000.00 0.000 0.00 S) 92 CONCRETE BARRIER (TYPE 60) M 100.0000 230,000.00 1,455.340 145,534.00 93 CONCRETE BARRIER (TYPE 60W) M 85.0000 23,800.00 0.000 0.00 94 CONCRETE BARRIER (TYPE 60A) M 230.0000 223,790.00 0.000 0.00 F) 95 CONCRETE BARRIER (TYPE 60C) M 100.0000 66,000.00 0.000 0.00 96 CONCRETE BARRIER (TYPE 60D) M 135.0000 58,590.00 290.000 39,150.00 F) 97 CONCRETE BARRIER (TYPE 60D MOD) M 85.0000 37,570.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 60E) M 140.0000 53,200.00 64.600 9,044.00 99 CONCRETE BARRIER (TYPE 736) M 145.0000 394,255.00 781.000 113,245.00 F) 00 CONCRETE BARRIER (TYPE 736 MOD) M 160.0000 240,800.00 227.000 36,320.00 F) 01 CONCRETE BARRIER (TYPE 736A) M 120.0000 237,360.00 1,101.300 132,156.00 F) 02 CONCRETE BARRIER (TYPE 736A MOD) M 165.0000 132,165.00 0.000 0.00 F) 03 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 9,750.00 0.000 0.00 S) 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 45,920.00 0.000 0.00 S) 05 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 10,000.00 0.000 0.00 S) 06 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 4,305.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 26,640.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 08 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 860.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 09 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 1,850.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 10 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 12,100.00 1,061.000 1,061.00 S) 11 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 16,180.00 594.000 1,188.00 S) PROGRAM CAS145 PAGE 9 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 08:38 AM ESTIMATE NO. 26 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 LIGHTING (TEMPORARY) LS 125,000.0000 125,000.00 0.727 90,875.00 S) 13 HIGHWAY ADVISORY RADIO (LOCATION OR043) LS 40,000.0000 40,000.00 0.142 5,680.00 S) 14 SIZE 78 CONDUIT M 45.0000 9,450.00 164.000 7,380.00 S) (TRENCHED IN UNPAVED AREA) 15 SIZE 78 TYPE 1 CONDUIT (JACKED) M 80.0000 6,400.00 76.000 6,080.00 S) 16 TWO-SIZE 103 CONDUITS M 85.0000 40,800.00 184.000 15,640.00 S) (TRENCHED IN UNPAVED AREA) 17 TWO-SIZE 103 CONDUITS M 115.0000 109,250.00 131.000 15,065.00 S) (TRENCHED IN ASPHALT) 18 TWO-SIZE 103 TYPE 1 CONDUITS M 135.0000 31,050.00 230.000 31,050.00 S) (JACKED) 19 TWO-SIZE 103 TYPE 1 CONDUITS M 60.0000 162,000.00 436.600 26,196.00 2,671.600 160,296.00 S) (TRENCHED IN CONCRETE) 20 SIZE 25 INNERDUCT M 5.0000 60,500.00 0.000 0.00 S) 21 SIZE 32 INNERDUCT M 8.0000 52,080.00 0.000 0.00 S) 22 COMMUNICATION CONDUIT (BRIDGE) M 110.0000 25,520.00 180.000 19,800.00 SF) 23 MODIFY TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 0.049 735.00 0.635 9,525.00 S) 24 TRAFFIC MONITORING STATION LS 10,000.0000 10,000.00 0.051 510.00 S) (RELOCATE - LOCATION 2714) 25 TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.633 12,660.00 S) (LOCATION 2163) 26 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.018 540.00 0.668 20,040.00 S) (LOCATION 2363) 27 CLOSED CIRCUIT TELEVISION CAMERA LS 10,000.0000 10,000.00 0.172 1,720.00 S) (RELOCATE - LOCATION PO226) 28 CLOSED CIRCUIT TELEVISION CAMERA LS 35,000.0000 35,000.00 0.246 8,610.00 S) (LOCATION OR043) 29 CLOSED CIRCUIT TELEVISION CAMERA LS 30,000.0000 30,000.00 0.517 15,510.00 S) (LOCATION PO247) 30 CABLE NODE (RELOCATE - LOCATION PO237) LS 8,000.0000 8,000.00 0.285 2,280.00 S) 31 VIDEO NODE (LOCATION PO247) LS 10,000.0000 10,000.00 0.000 0.00 S) 32 EQUIPMENT AT SAN GABRIEL VALLEY HUB LS 50,000.0000 50,000.00 0.000 0.00 S) 33 COLLECTOR METERING SYSTEM LS 35,000.0000 35,000.00 0.132 4,620.00 0.434 15,190.00 S) 34 RAMP METERING SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 0.246 7,380.00 S) 35 RAMP METERING SYSTEM (LOCATION 2) LS 30,000.0000 30,000.00 0.042 1,260.00 0.852 25,560.00 S) 36 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 0.000 0.00 S) 37 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 10,000.0000 10,000.00 0.095 950.00 1.000 10,000.00 S) 38 MODIFY LIGHTING AND SIGN ILLUMINATION LS 65,000.0000 65,000.00 0.003 195.00 0.479 31,135.00 S) PROGRAM CAS145 PAGE 10 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 08:38 AM ESTIMATE NO. 26 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 12 SINGLEMODE FIBER OPTIC CABLE M 2.0000 5,560.00 0.000 0.00 S) 40 36 SINGLEMODE FIBER OPTIC CABLE M 4.0000 20,320.00 0.000 0.00 S) 41 48 SINGLEMODE FIBER OPTIC CABLE M 6.0000 18,360.00 0.000 0.00 S) 42 72 SINGLEMODE FIBER OPTIC CABLE M 7.0000 21,350.00 0.000 0.00 S) 43 FIBER OPTIC SPLICE CLOSURE EA 1,000.0000 7,000.00 0.000 0.00 S) 44 TWISTED PAIR SPLICE CLOSURE EA 900.0000 3,600.00 0.000 0.00 S) 45 TWISTED PAIR CABLE (6 PAIR) M 8.0000 2,400.00 0.000 0.00 S) 46 TWISTED PAIR CABLE (50 PAIR) M 9.0000 18,720.00 0.000 0.00 S) 47 NO. 6 PULL BOX EA 800.0000 4,000.00 0.000 0.00 S) 48 COMMUNICATION PULL BOX EA 1,500.0000 28,500.00 2.000 3,000.00 14.000 21,000.00 S) 49 REMOVE PULL BOX EA 200.0000 1,600.00 5.000 1,000.00 S) 50 SPLICE VAULT EA 3,200.0000 16,000.00 5.000 16,000.00 S) 51 SYSTEM TESTING AND DOCUMENTATION LS 60,000.0000 60,000.00 0.112 6,720.00 S) PROGRAM CAS145 PAGE 11 DATE 04/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 08:38 AM ESTIMATE NO. 26 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/05 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,624,513.36 24,888,050.84 ADJUSTMENT OF COMPENSATION 16,809.24 217,498.48 EXTRA WORK 107,679.85 937,103.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,749,002.45 26,042,652.62 52 MOBILIZATION LS 4691,000.0000 4,691,000.00 0.050 234,550.00 1.000 4,691,000.00 ORIGINAL CONTRACT AMOUNT 50,582,426.70 TOTAL WORK COMPLETED 1,983,552.45 30,733,652.62 MATERIALS ON HAND ON SITE 170,331.55 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -33,876.50 -174,993.40 TOTAL 1,949,675.95 30,728,990.77 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/23/03 920 05/06/03 05/08/03 10/10/06 433 53 0 1 58% 54% PROGRESS IS SATISFACTORY SANDOVAL, MARTIN RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 04/25/05