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 04/20/05 EST. NO.28 TIME 11:26 AM R.E. NAME: C. BOUZAR / A. BAGHERLI 04-2285U4 --------------------------------------------------------------------------- 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 0261 34.40 E.W. @ F.A.(+) 121704 N 1107.0 0276 479.44 122104 N 1124.0 0278 453.46 122304 N 1126.0 0284 225.47 121004 N 1132.0 0285 605.75 120904 N 1133.0 0288 176.83 120104 N 1137.0 0302 137.57 012405 N 1185.0 0303 409.93 012405 N 1186.0 0305 307.45 012505 N 1188.0 0330 76.98 021705 N 1211.0 0336 409.93 022305 N 1217.0 0338 402.43 022404 N 1219.0 0339 145.52 022505 N 1220.0 0341 409.93 022805 N 1222.0 0342 34.40 030205 N 1273.0 0344 409.93 012705 N 1299.0 0345 303.14 031405 N 1300.0 0346 1,537.89 012305 N 1309.0 0350 34.40 030805 N 1322.0 0351 153.71 031105 N 1323.0 0352 68.79 031005 N 1324.0 0354 409.93 030105 N 1326.0 0356 502.03 022505 N 1328.0 0357 265.89 022405 N 1330.0 0358 135.70 031105 N 1332.0 0360 34.40 010605 N 1337.0 0363 217.63 011405 N 1379.0 0364 457.72 032305 N 1350.0 0365 505.84 032105 N 1351.0 0367 68.79 032205 N 1353.0 0368 112.71 032105 N 1354.0 0369 55.69 031605 N 1355.0 0371 375.96 032305 N 1357.0 0373 120.13 040605 N 1417.0 0374 482.15 040605 N 1418.0 0377 986.04 033105 N 1377.0 0378 350.86 021705 N 1383.0 0380 713.33 033005 N 1391.0 011 0011 2,134.57 E.W. @ F.A.(+) 011905 N 1308.0 019 0091 979.96 E.W. @ F.A.(+) 031005 N 1303.0 0094 471.99 012005 N 1311 0 0095 856.85 030205 N 1318.0 0096 76.99 022805 N 1319.0 0097 68.79 022505 N 1333.0 0098 348.62 032205 N 1365.0 0100 811.90 032305 N 1367.0 0101 366.74 032105 N 1368.0 0102 1,580.37 032305 N 1371.0 0104 517.82 033005 N 1360.0 0105 1,023.75 032905 N 1362.0 0106 1,552.82 032805 N 1363.0 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 04/20/05 EST. NO.28 TIME 11:26 AM R.E. NAME: C. BOUZAR / A. BAGHERLI 04-2285U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0107 108.34 032105 N 1364.0 0108 174.31 032305 N 1412.0 0109 392.51 032305 N 1413.0 0110 88.24 040705 N 1419.0 0111 3,239.62 022505 N 1420.0 0112 2,488.58 030905 N 1410.0 0113 2,340.69 030805 N 1381.0 0114 981.25 030205 N 1407.0 0115 3,676.57 022805 N 1408.0 025 0083 363.41 E.W. @ F.A.(+) 030805 N 1338.0 0084 1,157.31 030305 N 1339.0 026 0007 357.94 E.W. @ F.A.(+) 020105 N 1307.0 028 0038 2,572.56 E.W. @ F.A.(+) 041304 N X72-10 0041 1,129.92 041304 N X72-20 031 0040-1 -973.55 E.W. @ F.A.(+) 070704 N 1057.0 DAO CORRECTING ENTRY 038 0037 1,117.63 E.W. @ F.A.(+) 031405 N 1340 0 068 0001 123,000.00 A.C. @ U.P.(+) 091704 N 68.1 0 070 0004 1,096.92 E.W. @ F.A.(+) 012005 N 1314.0 0005 2,870.98 011905 N 1315.0 0006 1,255.66 012105 N 1344.0 0007 517.82 033005 N 1370.0 0008 863.27 022505 N 1374.0 0010 5,472.41 022205 N 1400.0 0011 4,369.10 022205 N 1401.0 0012 6,202.19 022405 N 1402.0 0013 5,160.85 022505 N 1405.0 0014 7,627.29 022605 N 1406.0 201,055.14 TOTAL THIS ESTIMATE 2,703,430.06 TOTAL PREVIOUS ESTIMATE 2,904,485.20 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 04/20/05 EST. NO.28 TIME 11:26 AM R.E. NAME: C. BOUZAR / A. BAGHERLI 04-2285U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE MAT.INS -500.00 04 AGG.& ANOMALIES -631.00 05 OUT OF STATE INSPECT -4,500.00 05 SURVEY RESTAKING -4,320.00 05 CPM RETENTION -5,000.00 16 SWPPP VIOLATION -10,000.00 16 LATE CLOSURE OPENING -11,000.00 19 RESTAKE #148, RW2 -1,320.00 19 SWPPP -10,000.00 19 CPM RETENTION 5,000.00 20 OGAC OPER VIIOLATION -10,000.00 20 CONSTR.AREA SIGNS -10,000.00 21 CPM LATE SUBMITTAL -50,000.00 21 FHWA 10,000.00 21 2 LATE LANE CLOSURE -33,000.00 21 OGAC OPERATION 10,000.00 22 RAMP CLEAN-UP -50,000.00 22 SWPPP CERTIFICATE 20,000.00 22 SWPPP&UNPROTECTION -5,000.00 22 CONSTRUCT AREA SIGNS 10,000.00 23 CP LATE SUBMITTAL 50,000.00 23 SWPPP & UNPROTECTION 5,000.00 23 UNSATIS PROGRESS -78,300.04 23 UNSATISFACTORY PROGR -47,751.01 24 UNSATISFACTORY PROGR -55,765.59 25 SAFETY -ST. FRANCIS -10,000.00 26 SWPPP-CONCRETE WASH -10,000.00 26 RAMP CLEAN-UP,EST.22 50,000.00 28 SAFTY+SWPPP,EST.26 20,000.00 28 70,000.00 -227,087.64 EQUAL EMPLOYMENT OPPORTUNITY FHWA VIOLATION -10,000.00 20 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION DBE TRUCKING FORMS -10,000.00 27 DBE TRUCKING FORM,27 10,000.00 28 10,000.00 0.00 TOTAL DEDUCTIONS 80,000.00 -237,087.64 PROGRAM CAS145 PAGE 1 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:26 AM ESTIMATE NO. 28 BID OPENING 01/08/03 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: C. BOUZAR / A. BAGHERLI DATE OF THIS ESTIMATE 04/20/05 LOCATION PROGRESS ESTIMATE 04-CC-680-15.6/24.3 ----------------- RGW CONSTRUCTION INC. IN CONTRA COSTA COUNTY IN WALNUT 550 GREENVILLE ROAD CREEK, CONCORD, PLEASANT HILL AND LIVERMORE, CA. 94551-2935 MARTINEZ FROM NORTH MAIN STREET OVERHEAD TO MARINA VISTA BOULEVARD UNDERCROSSING FED. AID NO. ACNH-680 -1(59)N ,I-680 -1(59)N WIDEN EXISTING HIGHWAY FOR HOV ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.750 7,500.00 02 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 25,000.0000 25,000.00 0.000 0.00 DATA DELIVERY SYSTEM 03 TIME-RELATED OVERHEAD WDAY 3,000.0000 1,200,000.00 8.000 24,000.00 435.000 1,305,000.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 10,400.00 856.400 34,256.00 05 TEMPORARY FENCE (TYPE ESA) M 13.0000 10,400.00 1,004.600 13,059.80 06 PREPARE STORM WATER POLLUTION LS 8,000.0000 8,000.00 0.800 6,400.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 46,000.0000 46,000.00 0.995 45,770.00 08 TEMPORARY SOIL STABILIZER M2 1.0000 71,500.00 127,493.996 127,494.00 09 TEMPORARY SILT FENCE M 5.0000 36,000.00 393.000 1,965.00 8,790.870 43,954.35 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,040.0000 20,800.00 1.000 1,040.00 33.000 34,320.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 2,080.0000 41,600.00 28.000 58,240.00 12 TEMPORARY COVER M2 3.0000 16,200.00 2,350.000 7,050.00 24,690.680 74,072.04 13 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 5,625.00 6.000 1,350.00 104.000 23,400.00 14 NON-STORM WATER DISCHARGES LS 20,000.0000 20,000.00 1.000 20,000.00 15 CONSTRUCTION AREA SIGNS LS 34,000.0000 34,000.00 0.700 23,800.00 S) 16 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 21.0000 336.00 16.000 336.00 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 210,800.00 8,889.450 35,557.80 77,053.508 308,214.03 19 PORTABLE DELINEATOR EA 25.0000 1,200.00 153.000 3,825.00 20 TEMPORARY PAVEMENT MARKER EA 6.0000 124,800.00 1,022.000 6,132.00 23,347.000 140,082.00 21 TEMPORARY RAILING (TYPE K) M 18.0000 489,600.00 1,579.340 28,428.12 25,827.370 464,892.66 22 TEMPORARY CRASH CUSHION MODULE EA 100.0000 54,000.00 63.000 6,300.00 703.700 70,370.00 PROGRAM CAS145 PAGE 2 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:26 AM ESTIMATE NO. 28 BID OPENING 01/08/03 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: C. BOUZAR / A. BAGHERLI DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 670.0000 8,040.00 9.000 6,030.00 24 ABANDON INLET EA 650.0000 1,950.00 2.000 1,300.00 25 REMOVE CHAIN LINK FENCE M 20.0000 6,800.00 2,029.200 40,584.00 26 REMOVE METAL BEAM GUARD RAILING M 23.0000 31,740.00 11.400 262.20 1,516.140 34,871.22 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 86,100.00 26,725.000 80,175.00 STRIPE 28 REMOVE WHITE THERMOPLASTIC M 2.0000 44,200.00 35.660 71.32 28,368.660 56,737.32 TRAFFIC STRIPE 29 REMOVE PAVEMENT MARKER EA 1.0000 38,900.00 19,286.000 19,286.00 30 REMOVE ROADSIDE SIGN EA 275.0000 6,875.00 11.000 3,025.00 31 REMOVE SIGN STRUCTURE EA 3,000.0000 51,000.00 2.000 6,000.00 18.000 54,000.00 32 REMOVE ASPHALT CONCRETE DIKE M 1.0000 10,200.00 10,137.000 10,137.00 33 REMOVE SACKED CONCRETE SLOPE PROTECTION M3 515.0000 515.00 0.230 118.45 0.460 236.90 34 REMOVE CULVERT M 53.0000 39,220.00 37.000 1,961.00 900.700 47,737.10 35 REMOVE EDGE DRAIN M 6.0000 43,500.00 7,578.000 45,468.00 36 REMOVE INLET EA 430.0000 32,680.00 -1.000 -430.00 56.000 24,080.00 37 REMOVE HEADWALL EA 650.0000 2,600.00 8.000 5,200.00 38 REMOVE BASE AND SURFACING M3 8.0000 18,400.00 0.000 0.00 39 SALVAGE ROADSIDE SIGN PANEL EA 500.0000 1,500.00 0.000 0.00 40 RECONSTRUCT METAL BEAM GUARD RAILING M 120.0000 6,240.00 34.290 4,114.80 (WOOD POST) 41 RELOCATE ROADSIDE SIGN-TWO POST EA 850.0000 11,050.00 8.000 6,800.00 42 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0.00 S) 43 ADJUST INLET EA 575.0000 30,475.00 -1.000 -575.00 54.000 31,050.00 44 GRATE LOCKING DEVICE EA 30.0000 2,070.00 77.000 2,310.00 45 MODIFY INLET EA 570.0000 1,140.00 1.000 570.00 46 MODIFY INLET TO MANHOLE EA 630.0000 4,410.00 5.000 3,150.00 47 MODIFY MANHOLE EA 1,100.0000 3,300.00 3.000 3,300.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 188,000.00 199,070.000 199,070.00 S) (30 MM MAXIMUM) 49 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 6,760.00 2,120.000 8,480.00 S) (45 MM MAXIMUM) PROGRAM CAS145 PAGE 3 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:26 AM ESTIMATE NO. 28 BID OPENING 01/08/03 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: C. BOUZAR / A. BAGHERLI DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 1,200.00 525.890 2,629.45 S) (60 MM MAXIMUM) 51 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 35,700.00 4,754.000 33,278.00 S) (75 MM MAXIMUM) 52 REMOVE CONCRETE M3 230.0000 4,600.00 28.480 6,550.40 53 REMOVE CONCRETE CURB M 6.0000 49,920.00 3,881.000 23,286.00 8,320.000 49,920.00 54 REMOVE CONCRETE BARRIER M 25.0000 75,250.00 3,608.980 90,224.50 55 REMOVE CONCRETE ISLAND M3 280.0000 7,000.00 25.000 7,000.00 56 REMOVE UNSOUND CONCRETE M3 4,400.0000 13,200.00 1.660 7,304.00 57 CLEAN BRIDGE DECK M2 2.0000 9,656.00 2,753.000 5,506.00 58 REMOVE SOUND WALL M2 125.0000 7,500.00 60.000 7,500.00 59 CAP INLET EA 450.0000 4,950.00 3.000 1,350.00 6.000 2,700.00 60 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,500.0000 20,500.00 1.000 20,500.00 61 BRIDGE REMOVAL (PORTION), LOCATION B LS 44,000.0000 44,000.00 1.000 44,000.00 62 BRIDGE REMOVAL (PORTION), LOCATION C LS 27,000.0000 27,000.00 0.070 1,890.00 1.000 27,000.00 63 BRIDGE REMOVAL (PORTION), LOCATION D LS 15,000.0000 15,000.00 1.000 15,000.00 64 BRIDGE REMOVAL (PORTION), LOCATION E LS 45,000.0000 45,000.00 1.000 45,000.00 65 BRIDGE REMOVAL (PORTION), LOCATION F LS 10,000.0000 10,000.00 1.000 10,000.00 66 BRIDGE REMOVAL (PORTION), LOCATION G LS 10,000.0000 10,000.00 1.000 10,000.00 67 SALVAGE CRASH CUSHION EA 32.0000 3,840.00 12.000 384.00 68 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 1.000 120,000.00 69 REMOVE TREE EA 400.0000 2,000.00 5.000 2,000.00 70 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 71 ROADWAY EXCAVATION M3 23.0000 1,265,000.00 902.940 20,767.62 61,746.190 1,420,162.37 72 ROADWAY EXCAVATION (TYPE Y) M3 15.0000 154,500.00 1,950.500 29,257.50 9,609.900 144,148.50 (AERIALLY DEPOSITED LEAD) 73 ROADWAY EXCAVATION (TYPE Z-2) M3 250.0000 7,500.00 6.100 1,525.00 (AERIALLY DEPOSITED LEAD) 74 ROADWAY EXCAVATION (TYPE Z-3) M3 250.0000 32,500.00 72.000 18,000.00 113.280 28,320.00 (AERIALLY DEPOSITED LEAD) 75 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 76 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 336,400.00 1,952.000 390,400.00 F) PROGRAM CAS145 PAGE 4 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:26 AM ESTIMATE NO. 28 BID OPENING 01/08/03 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: C. BOUZAR / A. BAGHERLI DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 583,150.00 12,702.000 635,100.00 F) 78 STRUCTURE EXCAVATION (TIEBACK WALL) M3 50.0000 32,750.00 655.000 32,750.00 F) 79 STRUCTURE BACKFILL (BRIDGE) M3 55.0000 58,080.00 1,221.000 67,155.00 F) 80 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 343,380.00 -1,620.000 -48,600.00 13,585.000 407,550.00 F) 81 PERVIOUS BACKFILL MATERIAL M3 45.0000 315.00 7.000 315.00 F) 82 PERVIOUS BACKFILL MATERIAL (RETAINING M3 34.0000 38,488.00 7.000 238.00 1,141.000 38,794.00 F) WALL) 83 SAND BACKFILL M3 90.0000 4,860.00 23.270 2,094.30 84 DITCH EXCAVATION M3 5.0000 15,000.00 3,073.240 15,366.20 85 GEOSYNTHETIC REINFORCEMENT M2 5.0000 17,000.00 9,589.000 47,945.00 (GEOSYNTHETIC REINFORCED EMBANKMENT) 86 IMPORTED BORROW TONN 0.0100 602.00 0.000 0.00 87 NATIVE BACKFILL (GEOSYNTHETIC REINFORCED M3 4.0000 32,000.00 6,316.000 25,264.00 EMBANKMENT) 88 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 47.0000 50,290.00 1,149.000 54,003.00 89 SUBGRADE ENHANCEMENT FABRIC M2 10.0000 6,100.00 736.000 7,360.00 90 HIGHWAY PLANTING LS 12,500.0000 12,500.00 1.000 12,500.00 S) 91 STRAW (EROSION CONTROL) TONN 375.0000 11,250.00 38.880 14,580.00 S) 92 FIBER (EROSION CONTROL) KG 1.0000 4,240.00 6,914.550 6,914.55 S) 93 EROSION CONTROL (TYPE BFM) KG 2.0000 12,380.00 800.000 1,600.00 S) 94 EROSION CONTROL NETTING M2 2.0000 64,000.00 40,246.000 80,492.00 S) 95 FIBER ROLLS M 10.0000 113,000.00 8,046.780 80,467.80 S) 96 DRAINAGE INLET PROTECTION EA 350.0000 4,200.00 0.000 0.00 97 COMPOST (EROSION CONTROL) KG 1.0000 12,500.00 19,402.500 19,402.50 S) 98 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,750.00 5.000 3,750.00 99 PURE LIVE SEED (TYPE 1) KG 38.0000 31,920.00 1,020.080 38,763.04 S) 00 PURE LIVE SEED (TYPE 2) KG 27.0000 14,850.00 175.700 4,743.90 S) 01 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 1,160.00 0.000 0.00 S) 02 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 900.00 1,311.920 1,311.92 S) 03 PLANT ESTABLISHMENT WORK LS 36,000.0000 36,000.00 0.036 1,296.00 0.388 13,968.00 S) PROGRAM CAS145 PAGE 5 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:26 AM ESTIMATE NO. 28 BID OPENING 01/08/03 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: C. BOUZAR / A. BAGHERLI DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 IRRIGATION SYSTEM LS 13,690.0000 13,690.00 1.000 13,690.00 05 NPS 3 SUPPLY LINE (BRIDGE) M 115.0000 17,595.00 94.000 10,810.00 06 200 MM CORRUGATED HIGH DENSITY M 135.0000 16,200.00 10.300 1,390.50 99.600 13,446.00 F) POLYETHYLENE PIPE CONDUIT 07 200 MM WELDED STEEL PIPE CONDUIT M 235.0000 2,115.00 0.000 0.00 SF)(6.35 MM THICK) 08 CLASS 4 AGGREGATE SUBBASE M3 16.0000 316,000.00 1,300.920 20,814.72 20,281.950 324,511.20 09 CLASS 2 AGGREGATE BASE M3 95.0000 13,300.00 359.000 34,105.00 10 AGGREGATE BASE (APPROACH SLAB) M3 43.0000 946.00 22.000 946.00 11 CLASS 3 AGGREGATE BASE M3 38.0000 406,600.00 803.720 30,541.36 9,753.810 370,644.78 12 LEAN CONCRETE BASE M3 140.0000 334,600.00 615.210 86,129.40 13 ASPHALT TREATED PERMEABLE BASE M3 110.0000 29,700.00 0.000 0.00 14 ASPHALT CONCRETE (TYPE A) TONN 50.0000 2,625,000.00 8,762.730 438,136.50 51,902.960 2,595,148.00 15 ASPHALT CONCRETE (OPEN GRADED) TONN 44.0000 906,400.00 1,000.000 44,000.00 17,168.010 755,392.44 16 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 58.5000 1,866,150.00 27,119.130 1,586,469.11 17 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 80.0000 2,880.00 202.000 16,160.00 AREA) 18 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.0000 8,840.00 2,106.630 4,213.26 19 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.0000 460.00 312.900 625.80 20 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.0000 900.00 281.920 563.84 21 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.0000 19,560.00 6,968.600 13,937.20 22 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.0000 1,660.00 877.870 1,755.74 23 ASPHALTIC EMULSION (PAINT BINDER) TONN 420.0000 134,400.00 206.585 86,765.70 24 CONCRETE PAVEMENT M3 205.0000 846,650.00 2,250.160 461,282.80 25 REPLACE CONCRETE PAVEMENT M3 585.0000 257,400.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 26 SEAL PAVEMENT JOINT M 4.5000 7,155.00 908.000 4,086.00 27 SEAL LONGITUDINAL ISOLATION JOINT M 5.0000 21,250.00 2,485.700 12,428.50 28 PORTLAND CEMENT CONCRETE BASE M3 300.0000 84,000.00 72.350 21,705.00 29 FURNISH STEEL PILING (HP 250 X 62) M 20.0000 7,180.00 333.000 6,660.00 30 DRIVE STEEL PILE (HP 250 X 62) EA 1,000.0000 42,000.00 42.000 42,000.00 S) PROGRAM CAS145 PAGE 6 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:26 AM ESTIMATE NO. 28 BID OPENING 01/08/03 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: C. BOUZAR / A. BAGHERLI DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH STEEL PILING (HP 360 X 132) M 43.0000 134,848.00 4,788.960 205,925.28 32 DRIVE STEEL PILE (HP 360 X 132) EA 870.0000 235,770.00 -17.000 -14,790.00 369.000 321,030.00 S) 33 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 134.0000 332,722.00 2,453.000 328,702.00 S) PILING 34 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 174.0000 92,916.00 545.800 94,969.20 S) PILING (ROCK SOCKET) 35 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,358.0000 243,082.00 176.415 239,571.57 S) PILING 36 1.5 M CAST-IN-DRILLED HOLE CONCRETE M 3,000.0000 51,000.00 29.380 88,140.00 S) PILING (ROCK SOCKET) 37 FURNISH 380 MM PRECAST PRESTRESSED M 83.0000 205,176.00 2,486.260 206,359.58 CONCRETE PILING 38 DRIVE 380 MM PRECAST PRESTRESSED EA 1,200.0000 145,200.00 121.000 145,200.00 S) CONCRETE PILE 39 FURNISH PILING (CLASS 625C) M 76.0000 36,480.00 478.960 36,400.96 (ALTERNATIVE V) 40 DRIVE PILE (CLASS 625C) (ALTERNATIVE V) EA 2,550.0000 51,000.00 20.000 51,000.00 S) 41 FURNISH PILING (CLASS 400) M 40.0000 15,920.00 364.750 14,590.00 42 DRIVE PILE (CLASS 400) EA 1,500.0000 33,000.00 24.000 36,000.00 S) 43 TIEBACK ANCHOR EA 870.0000 189,660.00 -230.000 -200,100.00 218.000 189,660.00 S) 44 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 270.0000 81,270.00 322.000 86,940.00 F) 45 STRUCTURAL CONCRETE, BRIDGE M3 490.0000 1,421,490.00 -240.000 -117,600.00 2,869.000 1,405,810.00 F) 46 STRUCTURAL CONCRETE, RETAINING WALL M3 301.0000 1,465,569.00 34.000 10,234.00 5,129.000 1,543,829.00 F) 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 541.0000 155,267.00 287.000 155,267.00 F) (TYPE N) 48 STRUCTURAL CONCRETE, APPROACH SLAB M3 704.0000 149,952.00 30.900 21,753.60 240.900 169,593.60 (TYPE R) 49 CLASS 2 CONCRETE M3 1,500.0000 64,500.00 2.570 3,855.00 43.090 64,635.00 50 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 486,000.00 52.520 63,024.00 374.192 449,030.40 F) 51 MINOR CONCRETE (RETAINING WALL) M3 2,700.0000 18,900.00 3.500 9,450.00 52 MINOR CONCRETE (BACKFILL) M3 128.0000 6,912.00 66.980 8,573.44 53 DIAPHRAGM BOLSTER EA 469.0000 18,760.00 40.000 18,760.00 54 ARCHITECTURAL TREATMENT M2 25.0000 79,000.00 2,550.000 63,750.00 F) 55 DRILL AND BOND DOWEL M 30.0000 20,100.00 669.600 20,088.00 56 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 38.0000 10,032.00 264.000 10,032.00 57 CLEAN EXPANSION JOINT M 98.0000 32,046.00 137.000 13,426.00 PROGRAM CAS145 PAGE 7 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:26 AM ESTIMATE NO. 28 BID OPENING 01/08/03 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: C. BOUZAR / A. BAGHERLI DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 RAPID SETTING CONCRETE (PATCH) M3 3,250.0000 9,750.00 1.660 5,395.00 59 GRIND BRIDGE DECK M2 100.0000 8,800.00 88.000 8,800.00 SF) 60 CORE CONCRETE (0 - 50 MM) M 200.0000 32,800.00 164.000 32,800.00 S) 61 CORE CONCRETE (251 MM - 300 MM) M 600.0000 21,600.00 36.000 21,600.00 S) 62 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 141.0000 412,002.00 3,006.000 423,846.00 F) 63 SOUND WALL (MASONRY BLOCK) M2 196.0000 431,200.00 2,089.000 409,444.00 SF) 64 JOINT SEAL (TYPE A) M 85.0000 6,630.00 78.000 6,630.00 SF) 65 JOINT SEAL (MR 30 MM) M 186.0000 63,984.00 12.000 2,232.00 SF) 66 JOINT SEAL (MR 15 MM) M 280.0000 3,080.00 11.000 3,080.00 S) 67 JOINT SEAL (MR 40 MM) M 335.0000 16,750.00 14.000 4,690.00 SF) 68 JOINT SEAL (MR 50 MM) M 335.0000 23,785.00 0.000 0.00 S) 69 BAR REINFORCING STEEL KG 4.0000 10,956.00 82.000 328.00 2,739.000 10,956.00 SF) 70 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 761,112.00 632,545.000 759,054.00 SF) 71 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 575,985.00 -39,844.000 -59,766.00 460,004.000 690,006.00 F) 72 SHOTCRETE M3 789.0000 157,011.00 199.000 157,011.00 F) 73 TREAT BRIDGE DECK M2 4.0000 19,312.00 2,753.000 11,012.00 F) 74 FURNISH BRIDGE DECK TREATMENT MATERIAL L 16.0000 42,928.00 1,530.000 24,480.00 F) (LOW ODOR) 75 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.0000 368,620.00 94,435.000 377,740.00 F) 76 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 92,155.00 89,745.000 89,745.00 SF) 77 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 93,275.00 29,753.000 148,765.00 SF) 78 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 18,655.00 215.000 215.00 26,613.000 26,613.00 SF) 79 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 71,000.00 81.200 81,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 80 1070 MM CAST-IN-DRILLED-HOLE M 1,200.0000 88,800.00 80.400 96,480.00 S) CONCRETE PILE (SIGN FOUNDATION) 81 1220 MM CAST-IN-DRILLED-HOLE M 1,800.0000 10,800.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 82 METAL (BARRIER MOUNTED SIGN) KG 12.0000 25,800.00 1,720.000 20,640.00 83 ROADSIDE SIGN - ONE POST EA 350.0000 9,800.00 17.000 5,950.00 84 ROADSIDE SIGN - TWO POST EA 1,000.0000 3,000.00 2.000 2,000.00 PROGRAM CAS145 PAGE 8 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:26 AM ESTIMATE NO. 28 BID OPENING 01/08/03 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: C. BOUZAR / A. BAGHERLI DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 2,200.00 0.000 0.00 METHOD) 86 INSTALL SIGN (SELF ADHESIVE PANEL) EA 175.0000 700.00 4.000 700.00 87 INSTALL SIGN OVERLAY M2 120.0000 15,600.00 80.920 9,710.40 88 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 5,100.00 44.620 4,462.00 89 300 MM ALTERNATIVE PIPE CULVERT M 150.0000 2,100.00 0.000 0.00 90 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 115.0000 269,100.00 107.000 12,305.00 2,049.600 235,704.00 91 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 140.0000 19,600.00 22.000 3,080.00 361.500 50,610.00 92 600 MM ALTERNATIVE PIPE CULVERT M 85.0000 1,955.00 52.500 4,462.50 93 750 MM ALTERNATIVE PIPE CULVERT M 225.0000 4,050.00 18.000 4,050.00 94 450 MM PLASTIC PIPE (CORRUGATED M 135.0000 12,690.00 32.500 4,387.50 51.000 6,885.00 INTERIOR) 95 450 MM REINFORCED CONCRETE PIPE M 400.0000 25,600.00 -4.000 -1,600.00 56.000 22,400.00 96 600 MM REINFORCED CONCRETE PIPE M 245.0000 16,660.00 154.000 37,730.00 97 750 MM REINFORCED CONCRETE PIPE M 350.0000 20,650.00 117.300 41,055.00 98 900 MM REINFORCED CONCRETE PIPE M 530.0000 5,300.00 0.000 0.00 99 1050 MM REINFORCED CONCRETE PIPE M 650.0000 1,950.00 10.240 6,656.00 00 1500 MM REINFORCED CONCRETE PIPE M 775.0000 19,375.00 25.000 19,375.00 01 865 MM X 560 MM OVAL SHAPED REINFORCED M 450.0000 31,500.00 70.000 31,500.00 CONCRETE PIPE 02 300 MM BITUMINOUS COATED CORRUGATED M 160.0000 28,800.00 43.000 6,880.00 STEEL PIPE (1.63 MM THICK) 03 450 MM BITUMINOUS COATED CORRUGATED M 170.0000 12,750.00 69.000 11,730.00 STEEL PIPE (1.63 MM THICK) 04 750 MM BITUMINOUS COATED CORRUGATED M 390.0000 14,820.00 70.300 27,417.00 STEEL PIPE (2.77 MM THICK) 05 1500 MM BITUMINOUS COATED CORRUGATED M 600.0000 9,000.00 15.000 9,000.00 STEEL PIPE (2.77 MM THICK) 06 300 MM SLOTTED CORRUGATED STEEL PIPE M 180.0000 30,600.00 202.000 36,360.00 (1.63 MM THICK) 07 450 MM SLOTTED CORRUGATED STEEL PIPE M 180.0000 513,000.00 108.000 19,440.00 2,456.100 442,098.00 (1.63 MM THICK) 08 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 64,250.00 1,308.000 32,700.00 09 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 45.0000 22,500.00 20.000 900.00 10 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 100.0000 2,200.00 57.750 5,775.00 (1.63 MM THICK) 11 300 MM ANCHOR ASSEMBLY EA 175.0000 12,250.00 3.000 525.00 23.000 4,025.00 PROGRAM CAS145 PAGE 9 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:26 AM ESTIMATE NO. 28 BID OPENING 01/08/03 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: C. BOUZAR / A. BAGHERLI DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 450 MM TO 300 MM CORRUGATED STEEL EA 218.0000 436.00 2.000 436.00 REDUCER (1.63 MM THICK) 13 300 MM BITUMINOUS COATED CORRUGATED M 1,300.0000 7,800.00 0.000 0.00 STEEL PIPE RISER (1.63 MM THICK) 14 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 300.0000 4,500.00 11.000 3,300.00 15 300 MM ALTERNATIVE FLARED END SECTION EA 150.0000 150.00 1.000 150.00 16 450 MM ALTERNATIVE FLARED END SECTION EA 275.0000 3,300.00 2.000 550.00 8.000 2,200.00 17 750 MM AUTOMATIC DRAINAGE GATE EA 3,100.0000 3,100.00 2.000 6,200.00 18 ROCK SLOPE PROTECTION M3 165.0000 28,050.00 135.800 22,407.00 (FACING, METHOD B) 19 CONCRETE (DITCH LINING) M3 2,400.0000 2,400.00 21.600 51,840.00 20 CONCRETED-ROCK SLOPE PROTECTION M3 210.0000 3,780.00 29.220 6,136.20 (FACING, METHOD B) 21 ROCK SLOPE PROTECTION FABRIC M2 1.0000 490.00 377.960 377.96 22 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 45,500.00 -0.490 -171.50 35.990 12,596.50 CONSTRUCTION) 23 MINOR CONCRETE (GUTTER) M 90.0000 12,870.00 0.000 0.00 F) 24 MISCELLANEOUS IRON AND STEEL KG 2.0000 81,310.00 6,342.000 12,684.00 32,982.000 65,964.00 F) 25 MISCELLANEOUS METAL KG 11.0000 27,335.00 2,485.000 27,335.00 SF)(RESTRAINER - CABLE TYPE) 26 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 17,750.00 5,415.000 27,075.00 SF) 27 MISCELLANEOUS METAL (RETAINING WALL) KG 10.0000 26,810.00 496.000 4,960.00 SF) 28 INSTALL MEDIAN DECK DRAIN EA 74.0000 5,106.00 69.000 5,106.00 SF) 29 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 11,000.00 187.000 9,350.00 S) 30 METAL BEAM GUARD RAILING (WOOD POST) M 80.0000 101,600.00 130.450 10,436.00 1,634.030 130,722.40 31 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 200.0000 34,000.00 170.000 34,000.00 SF) 32 CONCRETE BARRIER (TYPE 27A) M 172.0000 48,160.00 0.000 0.00 33 CONCRETE BARRIER (TYPE 27SV) M 349.0000 76,780.00 240.000 83,760.00 34 CONCRETE BARRIER (TYPE 50) M 578.0000 63,580.00 68.760 39,743.28 35 CONCRETE BARRIER (TYPE 50R) M 645.0000 96,750.00 104.000 67,080.00 36 CONCRETE BARRIER (TYPE 50C) M 410.0000 11,070.00 30.000 12,300.00 37 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 56,000.00 25.000 50,000.00 38 CRASH CUSHION, SAND FILLED EA 5,600.0000 5,600.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:26 AM ESTIMATE NO. 28 BID OPENING 01/08/03 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: C. BOUZAR / A. BAGHERLI DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CRASH CUSHION (ADIEM) EA 25,000.0000 25,000.00 0.000 0.00 S) 40 CONCRETE BARRIER (TYPE 60) M 110.0000 261,800.00 389.000 42,790.00 2,528.620 278,148.20 41 CONCRETE BARRIER (TYPE 60C) M 178.0000 275,900.00 110.000 19,580.00 1,050.020 186,903.56 42 CONCRETE BARRIER (TYPE 60D) M 178.0000 26,700.00 154.600 27,518.80 43 CONCRETE BARRIER (TYPE 60D MODIFIED) M 180.0000 34,380.00 191.000 34,380.00 F) 44 CONCRETE BARRIER (TYPE 60E) M 567.0000 90,720.00 53.782 30,494.39 106.782 60,545.39 45 CONCRETE BARRIER (TYPE 60R) M 630.0000 41,580.00 97.800 61,614.00 46 CONCRETE BARRIER (TYPE 736) M 160.0000 198,560.00 1,209.000 193,440.00 F) 47 CONCRETE BARRIER (TYPE 736A) M 124.0000 70,680.00 973.000 120,652.00 48 CONCRETE BARRIER (TYPE 736B) M 310.0000 43,400.00 50.000 15,500.00 50.000 15,500.00 49 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 20,640.00 201.020 8,643.86 S) 50 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 47,800.00 21,265.610 21,265.61 S) 51 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,610.00 4,506.180 4,506.18 S) 52 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,200.00 3,276.080 3,276.08 S) (BROKEN 3.66 M - 0.92 M) 53 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 410.00 343.860 343.86 S) (BROKEN 5.18 M - 2.14 M) 54 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 33,000.00 8,552.000 12,828.00 S) 55 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 28,500.00 4,833.000 14,499.00 S) 56 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 -0.030 -6,000.00 0.570 114,000.00 S) (STAGE CONSTRUCTION) 57 LIGHTING AND SIGN ILLUMINATION LS 540,000.0000 540,000.00 0.090 48,600.00 0.880 475,200.00 S) 58 SPRINKLER CONTROL CONDUIT (BRIDGE) M 15.0000 2,325.00 205.000 3,075.00 SF) 59 TRAFFIC OPERATIONS SYSTEM LS 700,000.0000 700,000.00 0.020 14,000.00 0.910 637,000.00 60 CAMERA UNIT EA 9,350.0000 9,350.00 1.000 9,350.00 S) 61 PAN/TILT UNIT EA 4,920.0000 4,920.00 1.000 4,920.00 S) 62 CAMERA CONTROL UNIT EA 5,135.0000 5,135.00 1.000 5,135.00 S) 63 VIDEO ENCODER UNIT EA 25,550.0000 25,550.00 0.000 0.00 S) 64 INTEGRATED SERVICES DIGITAL NETWORK EA 3,220.0000 3,220.00 0.000 0.00 S) TERMINAL ADAPTER UNIT 65 CELLULAR DIGITAL PACKET DATA WIRELESS EA 2,100.0000 23,100.00 0.000 0.00 S) MODEM PROGRAM CAS145 PAGE 11 DATE 04/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285U4 TIME 11:26 AM ESTIMATE NO. 28 BID OPENING 01/08/03 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: C. BOUZAR / A. BAGHERLI DATE OF THIS ESTIMATE 04/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 635,353.08 27,794,287.23 ADJUSTMENT OF COMPENSATION 123,000.00 672,953.57 EXTRA WORK 78,055.14 2,231,531.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 836,408.22 30,698,772.43 66 MOBILIZATION LS 2900,000.0000 2,900,000.00 1.000 2,900,000.00 ORIGINAL CONTRACT AMOUNT 31,954,607.00 TOTAL WORK COMPLETED 836,408.22 33,598,772.43 MATERIALS ON HAND ON SITE 10,500.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 80,000.00 -237,087.64 TOTAL 916,408.22 33,372,184.79 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 03/03/03 650 03/18/03 03/18/03 12/01/05 435 86 35 1 PLANT ESTABLISHMENT PERI PROGRESS UNSATISFACTORY C. BOUZAR / A. BAGHERLI RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 04/20/05