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 01/28/08 EST. NO.21 TIME 10:56 AM R.E. NAME: BUI, DA KEN G. 12-101674 --------------------------------------------------------------------------- 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 0226 232.81 E.W. @ F.A.(+) 040907 Y 0662.0 0227 15.96 040907 Y 0664.0 0267 689.58 052107 Y 0781.0 0268 758.68 052207 Y 0783.0 0283 1,031.04 060607 Y 0848.0 0300 309.98 062707 Y 0901.0 0318 484.07 072007 Y 0947.0 0332 697.52 080107 Y 0992.0 0334 467.07 080207 Y 0996.0 0336 715.24 080307 Y 1001.0 0345 260.05 080907 Y 1016.0 0353 849.85 073107 Y 0984.0 0355 431.43 071907 Y 0945.1 0357 1,120.57 081507 Y 1029.0 0360 966.74 081807 N 1036.0 0385 1,525.66 100107 Y 1153.0 0387 209.12 101907 Y 1185.0 0388 147.61 102407 Y 1187.0 0395 282.95 120607 Y 1210.0 0400 473.18 120607 Y 1217.0 0404 1,350.31 101207 Y 1171.0 0412 35.64 121207 Y 1244.0 0413 301.95 121107 Y 1245.0 0414 186.81 121107 Y 1246.0 0416 190.93 080307 Y 1001.9 0417 90.74 090907 Y 1093.0 0418 125.11 091707 Y 1111.0 0419 312.78 091807 Y 1115.0 0420 60.49 091807 Y 1116.0 0421 291.82 092007 Y 1124.0 0422 190.51 092307 Y 1132.0 0423 181.47 092507 Y 1134.0 0424 120.98 092607 Y 1140.0 0425 221.52 092707 Y 1143.0 0426 60.49 100107 Y 1148.0 0427 28.73 100807 Y 1151.0 0428 120.98 100207 Y 1155.0 0433 275.38 121007 Y 1222.0 0435 156.85 121207 Y 1225.0 0436 504.83 121307 Y 1227.0 0437 143.63 121307 Y 1228.0 0438 420.49 121407 Y 1230.0 0439 491.75 121407 Y 1231.0 0440 57.52 121807 Y 1236.0 0441 453.11 121907 Y 1237.0 0442 94.53 122607 Y 1238.0 0443 202.72 121607 Y 1239.0 0445 151.22 122007 Y 1241.0 0447 538.54 120407 Y 1196.0 0448 969.88 112107 Y 1251.0 0450 429.04 112007 Y 1255.0 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 01/28/08 EST. NO.21 TIME 10:56 AM R.E. NAME: BUI, DA KEN G. 12-101674 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0451 429.04 111807 Y 1256.0 0452 429.04 111907 Y 1257.0 0453 429.04 111507 Y 1258.0 0454 429.04 111407 Y 1259.0 002 0036 864.92 E.W. @ F.A.(+) 081507 Y 1031.0 0040 1,094.89 121007 Y 1220.0 007 0020 266.72 E.W. @ F.A.(+) 041007 Y 0663.0 0025 414.85 051107 Y 0752.0 0045 957.60 091007 Y 1095.0 0047 3,357.25 110807 N 1207.0 0048 1,432.43 110907 N 1208.0 0049 3,749.16 111307 N 1209.0 0051 919.94 112907 Y 1198.0 0052 141.46 112007 Y 1254.0 012 0005 232.50 E.W. @ F.A.(+) 091407 Y 1108.0 013 0002 1,688.23 E.W. @ F.A.(+) 092807 Y 1145.0 0003 1,810.27 092107 Y 1131.0 0004 513.31 092107 Y 1128.0 0005 641.62 092607 Y 1138.0 022 0076 307.72 E.W. @ F.A.(+) 041707 Y 0670.0 034 0019 607.58 E.W. @ F.A.(+) 010307 Y 0400.0 0071 1,481.16 042507 Y 0693.0 0074 2,633.25 050707 Y 0733.0 0079-2 3,518.25 053007 Y 0820.0 DAO CORRECTING ENTRY 0079-3 -3,518.25 053007 Y 0820.0 DAO CORRECTING ENTRY 0079-4 3,381.97 053007 Y 0820.0 DAO CORRECTING ENTRY 0080 3,390.64 053107 Y 0823.0 0081-2 1,521.30 060107 Y 0832.0 DAO CORRECTING ENTRY 0081-3 -1,521.30 060107 Y 0832.0 DAO CORRECTING ENTRY 0081-4 1,505.09 060107 Y 0832.0 DAO CORRECTING ENTRY 0082-2 1,381.67 060407 Y 0837.0 DAO CORRECTING ENTRY 0082-3 -1,381.67 060407 Y 0837.0 DAO CORRECTING ENTRY 0082-4 1,317.06 060407 Y 0837.0 DAO CORRECTING ENTRY 0086 192.12 121207 Y 1224.0 042 0003 4,024.54 E.W. @ F.A.(+) 120706 Y 0361.0 047 0021 1,310.53 E.W. @ F.A.(+) 050307 Y 0722.0 0022 2,362.85 050407 Y 0727.0 0023 386.94 082107 N 1039.0 0025 1,693.85 100107 Y 1154.0 055 0002 1,239.10 E.W. @ F.A.(+) 040707 Y 0643.0 0003 328.41 040407 Y 0647.0 057 0011 210.21 E.W. @ F.A.(+) 041307 Y 0651.0 0012 9,005.55 041407 Y 0652.0 0013 1,226.43 041407 Y 0653.0 0015 303.76 041107 Y 0658.0 0020 740.58 042507 Y 0692.0 0029 412.58 121307 Y 1226.0 78,293.09 TOTAL THIS ESTIMATE 2,408,513.11 TOTAL PREVIOUS ESTIMATE 2,486,806.20 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 01/28/08 EST. NO.21 TIME 10:56 AM R.E. NAME: BUI, DA KEN G. 12-101674 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPENING OF CLOS -16,000.00 07 0.00 -16,000.00 LABOR COMPLIANCE VIOLATION MISPAYROLL 5/06&7/06 -10,000.00 04 RET MISPAYROLL5/06& 10,000.00 07 DELINQUENT PAYROLLS -10,000.00 12 DELINQUENT PAYROLLS -10,000.00 14 DELINQUENT PAYROLL -10,000.00 19 DELINQUENT PAYROLLS -10,000.00 21 -10,000.00 -40,000.00 TOTAL DEDUCTIONS -10,000.00 -56,000.00 PROGRAM CAS145 PAGE 1 DATE 01/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 10:56 AM ESTIMATE NO. 21 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 01/28/08 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-5-42.1/44.4 ----------------------- F C I CONSTRUCTORS/BALFOUR IN ORANGE AND LOS ANGELES COUNTIES BEATTY A JOINT VENTURE IN BUENA PARK AND LA MIRADA FROM 2585 BUISNESS PARK DRIVE ORANGETHORPE AVENUE OVERCROSSING TO VISTA, CA 92081-8831 0.5 KM NORTH OF ARTESIA AVENUE UNDERCROSSING FED. AID NO. ACNH-005 -2(932)114,I-005 -2(932)N RECONSTRUCT AND WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.500 7,500.00 02 TIME-RELATED OVERHEAD WDAY 13,800.0000 21,114,000.00 31.000 427,800.00 620.000 8,556,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 49,750.00 3,122.000 78,050.00 S) 04 TEMPORARY SUPPORT LS 120,000.0000 120,000.00 1.000 120,000.00 05 TEMPORARY CONCRETE (BACKFILL) M3 200.0000 56,000.00 327.210 65,442.00 06 450 MM TEMPORARY CULVERT M 750.0000 172,500.00 16.460 12,345.00 07 600 MM TEMPORARY CULVERT M 710.0000 355,000.00 205.220 145,706.20 08 900 MM TEMPORARY CULVERT M 1,700.0000 39,100.00 0.000 0.00 09 1050 MM TEMPORARY CULVERT M 1,100.0000 26,400.00 0.000 0.00 10 1200 MM TEMPORARY CULVERT M 650.0000 240,500.00 638.550 415,057.50 11 1500 MM TEMPORARY CULVERT M 2,600.0000 9,360.00 3.600 9,360.00 12 450 MM TEMPORARY SLOTTED CORRUGATED M 490.0000 176,400.00 348.900 170,961.00 STEEL PIPE 13 600 MM TEMPORARY JACKED CULVERT M 2,500.0000 47,500.00 0.000 0.00 14 1050 MM TEMPORARY SLOTTED CORRUGATED M 1,230.0000 35,670.00 0.000 0.00 STEEL PIPE 15 TEMPORARY PIPE INLET EA 1,200.0000 112,800.00 6.000 7,200.00 16 TEMPORARY BOX INLET M3 1,000.0000 61,000.00 66.980 66,980.00 17 900 MM TEMPORARY PRECAST CONCRETE M 3,200.0000 9,280.00 0.000 0.00 MANHOLE 18 TEMPORARY 450 MM DUCTILE IRON PIPE LS 640,000.0000 640,000.00 1.000 640,000.00 (CLASS 350) 19 PREPARE STORM WATER POLLUTION LS 11,250.0000 11,250.00 0.750 8,437.50 PREVENTION PLAN 20 WATER POLLUTION CONTROL LS 1000,000.0000 1,000,000.00 0.020 20,000.00 0.380 380,000.00 21 TEMPORARY FIBER ROLL M 19.0000 109,250.00 599.000 11,381.00 2,489.000 47,291.00 22 TEMPORARY CONCRETE WASHOUT FACILITY EA 53,000.0000 212,000.00 13.000 689,000.00 PROGRAM CAS145 PAGE 2 DATE 01/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 10:56 AM ESTIMATE NO. 21 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 01/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CONSTRUCTION ENTRANCE EA 17,000.0000 34,000.00 1.000 17,000.00 10.000 170,000.00 24 CONSTRUCTION AREA SIGNS LS 450,000.0000 450,000.00 0.013 5,850.00 0.624 280,800.00 S) 25 TRAFFIC CONTROL SYSTEM LS 1200,000.0000 1,200,000.00 0.015 18,000.00 0.783 939,600.00 S) 26 TYPE II BARRICADE EA 30.0000 3,600.00 25.000 750.00 S) 27 TYPE III BARRICADE EA 70.0000 10,500.00 27.000 1,890.00 S) 28 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 32,800.00 204.220 8,168.80 S) 29 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 118,000.00 571.400 571.40 41,652.300 41,652.30 S) 30 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 52,800.00 74.000 2,220.00 1,434.000 43,020.00 S) 31 PORTABLE DELINEATOR EA 20.0000 19,800.00 48.000 960.00 S) 32 FLASHING ARROW SIGN EA 1,600.0000 25,600.00 0.000 0.00 S) 33 TEMPORARY PAVEMENT MARKER EA 4.0000 119,600.00 54.000 216.00 10,597.000 42,388.00 S) 34 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,200.0000 10,800.00 5.000 6,000.00 35 PORTABLE CHANGEABLE MESSAGE SIGN LS 270,000.0000 270,000.00 0.020 5,400.00 0.400 108,000.00 S) 36 TEMPORARY RAILING (TYPE K) M 30.0000 1,521,000.00 426.800 12,804.00 18,410.972 552,329.16 37 TEMPORARY CRASH CUSHION MODULE EA 165.0000 189,750.00 696.000 114,840.00 S) 38 TEMPORARY TRAFFIC SCREEN M 20.0000 288,000.00 2,902.000 58,040.00 39 ABANDON CULVERT M 61.0000 20,130.00 97.900 5,971.90 97.900 5,971.90 40 ABANDON SEWER M 135.0000 72,900.00 540.000 72,900.00 S) 41 ABANDON SEWER MANHOLE EA 3,500.0000 3,500.00 1.000 3,500.00 S) 42 REMOVE CHAIN LINK FENCE M 10.0000 48,900.00 3,546.900 35,469.00 S) 43 REMOVE PEDESTRIAN BARRICADE AND SIGNS EA 200.0000 1,600.00 8.000 1,600.00 44 REMOVE METAL BEAM GUARD RAILING M 45.0000 63,000.00 555.000 24,975.00 S) 45 REMOVE DOUBLE METAL BEAM BARRIER M 55.0000 79,750.00 647.000 35,585.00 S) 46 REMOVE YELLOW TRAFFIC STRIPE M 3.0000 46,200.00 317.000 951.00 9,483.200 28,449.60 47 REMOVE TRAFFIC STRIPE M 2.0000 66,200.00 38.400 76.80 11,316.900 22,633.80 48 REMOVE PAVEMENT MARKING M2 26.0000 30,160.00 18.600 483.60 101.270 2,633.02 S) 49 REMOVE PAVEMENT MARKER EA 1.0000 7,570.00 14.000 14.00 4,790.400 4,790.40 S) PROGRAM CAS145 PAGE 3 DATE 01/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 10:56 AM ESTIMATE NO. 21 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 01/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE ROADSIDE SIGN EA 200.0000 44,000.00 0.000 0.00 51 REMOVE SIGN STRUCTURE EA 5,000.0000 95,000.00 7.000 35,000.00 S) 52 REMOVE CULVERT M 80.0000 368,800.00 14.000 1,120.00 1,368.550 109,484.00 53 REMOVE INLET EA 360.0000 43,200.00 2.000 720.00 12.000 4,320.00 54 REMOVE HEADWALL EA 800.0000 15,200.00 4.000 3,200.00 55 REMOVE SEWER MANHOLE EA 2,900.0000 8,700.00 2.000 5,800.00 S) 56 REMOVE MANHOLE EA 900.0000 9,000.00 2.000 1,800.00 57 REMOVE CATCH BASIN EA 2,000.0000 16,000.00 5.000 10,000.00 58 REMOVE RETAINING WALL M2 60.0000 171,000.00 1,349.000 80,940.00 59 REMOVE MASONRY BLOCK WALL M2 65.0000 13,650.00 203.000 13,195.00 S) 60 REMOVE CONCRETE PAVEMENT M2 8.0000 726,400.00 3,490.795 27,926.36 61 RELOCATE ROADSIDE SIGN EA 350.0000 3,500.00 0.000 0.00 62 ADJUST INLET EA 2,300.0000 9,200.00 2.000 4,600.00 63 ADJUST UTILITY COVER TO GRADE EA 2,600.0000 5,200.00 0.000 0.00 64 ADJUST SEWER MANHOLE EA 4,600.0000 36,800.00 10.000 46,000.00 S) 65 MODIFY SEWER MANHOLE EA 10,000.0000 10,000.00 1.000 10,000.00 S) 66 MODIFY MANSONRY BLOCK WALL M2 1,500.0000 1,500.00 0.000 0.00 SF) 67 525 MM PLASTIC PIPE-LINER M 700.0000 119,000.00 174.660 122,262.00 68 675 MM PLASTIC PIPE-LINER M 860.0000 86,000.00 0.000 0.00 69 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 13.0000 9,230.00 0.000 0.00 S) 70 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 28.0000 173,600.00 320.200 8,965.60 5,238.590 146,680.52 71 REMOVE CONCRETE CROSS GUTTER M2 33.0000 26,070.00 449.000 14,817.00 72 REMOVE CONCRETE CURB M 9.0000 97,200.00 178.200 1,603.80 7,595.370 68,358.33 73 REMOVE CONCRETE CHANNEL LINING M3 130.0000 14,170.00 93.000 12,090.00 74 REMOVE CONCRETE (CHANNEL) M3 100.0000 32,000.00 222.000 22,200.00 75 REMOVE CONCRETE BARRIER M 40.0000 102,400.00 1,260.000 50,400.00 76 REMOVE CONCRETE ISLAND M2 60.0000 46,200.00 148.570 8,914.20 PROGRAM CAS145 PAGE 4 DATE 01/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 10:56 AM ESTIMATE NO. 21 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 01/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 24,580.00 287.000 5,740.00 78 REMOVE CONCRETE (MISCELLANEOUS) M3 240.0000 22,080.00 186.750 44,820.00 79 REMOVE SOUND WALL M2 45.0000 29,250.00 650.000 29,250.00 80 CAP INLET EA 1,000.0000 16,000.00 3.000 3,000.00 20.000 20,000.00 81 CAP MANHOLE EA 1,000.0000 3,000.00 1.000 1,000.00 5.000 5,000.00 82 CAP SEWER MANHOLE EA 1,000.0000 1,000.00 0.000 0.00 S) 83 REMOVE BOX CULVERT M3 160.0000 9,280.00 0.000 0.00 84 REMOVE AND REPLACE CONCRETE BOX M3 5,000.0000 5,000.00 0.000 0.00 CULVERT (PORTION) 85 REMOVE CRASH CUSHION (SAND FILLED) EA 1,500.0000 1,500.00 0.000 0.00 86 BRIDGE REMOVAL, LOCATION A LS 72,800.0000 72,800.00 0.500 36,400.00 87 BRIDGE REMOVAL, LOCATION B LS 3,640.0000 3,640.00 1.000 3,640.00 88 BRIDGE REMOVAL, LOCATION C LS 200,000.0000 200,000.00 1.000 200,000.00 89 BRIDGE REMOVAL, LOCATION D LS 300,000.0000 300,000.00 0.000 0.00 90 BRIDGE REMOVAL, LOCATION E LS 116,500.0000 116,500.00 1.000 116,500.00 91 BRIDGE REMOVAL, LOCATION F LS 200,000.0000 200,000.00 0.000 0.00 92 BRIDGE REMOVAL, LOCATION G LS 20,000.0000 20,000.00 0.000 0.00 93 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 0.900 270,000.00 94 DEVELOP WATER SUPPLY LS 175,000.0000 175,000.00 0.019 3,325.00 0.441 77,175.00 95 ROADWAY EXCAVATION M3 21.0000 6,825,000.00 2,112.900 44,370.90 98,061.073 2,059,282.53 96 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 1,710,000.00 4,231.670 634,750.50 (AERIALLY DEPOSITED LEAD) 97 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 S) 98 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 1,623,000.00 8,427.000 842,700.00 F) 99 STRUCTURE EXCAVATION (PUMPING PLANT) M3 450.0000 680,400.00 1,512.000 680,400.00 F) 00 STRUCTURE BACKFILL (PUMPING PLANT) M3 150.0000 91,350.00 582.000 87,300.00 F) 01 STRUCTURE EXCAVATION (RETAINING WALL) M3 100.0000 9,968,000.00 731.000 73,100.00 21,898.000 2,189,800.00 F) 02 STRUCTURE EXCAVATION (TYPE Z-2) M3 150.0000 315,000.00 348.000 52,200.00 F) (AERIALLY DEPOSITED LEAD) 03 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 115,110.00 806.000 72,540.00 F) (LOW EXPANSION) PROGRAM CAS145 PAGE 5 DATE 01/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 10:56 AM ESTIMATE NO. 21 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 01/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURE BACKFILL (BRIDGE) M3 200.0000 2,025,400.00 104.000 20,800.00 3,007.000 601,400.00 F) 05 STRUCTURE BACKFILL (RETAINING WALL) M3 140.0000 6,334,020.00 11,312.000 1,583,680.00 F) 06 PERVIOUS BACKFILL MATERIAL (RETAINING M3 21.0000 223,902.00 4,786.000 100,506.00 F) WALL) 07 GRAVEL BLANKET M3 350.0000 26,250.00 0.000 0.00 08 SAND BACKFILL M3 500.0000 20,500.00 35.420 17,710.00 35.420 17,710.00 09 DITCH EXCAVATION M3 25.0000 44,750.00 0.000 0.00 10 ROCK BLANKET M2 95.0000 105,450.00 0.000 0.00 S) 11 BONDED FIBER (EROSION CONTROL) KG 3.0000 14,580.00 0.000 0.00 S) 12 FIBER (EROSION CONTROL) KG 1.0000 1,010.00 0.000 0.00 S) 13 COMPOST (EROSION CONTROL) M3 70.0000 20,300.00 0.000 0.00 S) 14 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 2,400.00 0.000 0.00 S) 15 SEED (EROSION CONTROL) KG 100.0000 4,600.00 0.000 0.00 S) 16 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.0000 600.00 0.000 0.00 S) 17 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,950.00 0.000 0.00 S) 18 TRANSPLANT PALM TREE EA 2,000.0000 70,000.00 8.000 16,000.00 S) 19 TRANSPLANT PINE TREE EA 5,500.0000 209,000.00 38.000 209,000.00 S) 20 IRRIGATION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 S) 21 250 MM CORRUGATED HIGH DENSITY M 40.0000 4,400.00 33.600 1,344.00 S) POLYETHYLENE PIPE CONDUIT 22 CLASS 2 AGGREGATE SUBBASE M3 45.0000 1,485,000.00 4,285.290 192,838.05 10,775.206 484,884.27 23 CLASS 2 AGGREGATE BASE M3 87.0000 705,570.00 3,936.298 342,457.93 24 CEMENT TREATED BASE M3 95.0000 8,540,500.00 1,977.430 187,855.85 (PLANT-MIXED, CLASS A) 25 ASPHALTIC EMULSION (CURING SEAL) TONN 1,300.0000 85,800.00 1.398 1,817.40 26 LEAN CONCRETE BASE M3 155.0000 3,983,500.00 413.670 64,118.85 3,482.720 539,821.60 27 ASPHALT CONCRETE (TYPE A) TONN 90.0000 2,691,000.00 742.330 66,809.70 3,904.750 351,427.50 28 ASPHALT CONCRETE (TYPE B) TONN 99.0000 3,702,600.00 316.150 31,298.85 12,838.220 1,270,983.78 29 ASPHALT CONCRETE BASE (TYPE A) TONN 91.0000 1,383,200.00 4,386.350 399,157.85 5,291.040 481,484.64 30 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 109,200.00 616.840 12,336.80 1,607.760 32,155.20 AREA) PROGRAM CAS145 PAGE 6 DATE 01/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 10:56 AM ESTIMATE NO. 21 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 01/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 7.0000 6,300.00 0.000 0.00 32 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 2,940.00 0.000 0.00 33 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 7.0000 840.00 0.000 0.00 34 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 5,110.00 0.000 0.00 35 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 3,780.00 0.000 0.00 36 CONCRETE PAVEMENT M3 228.0000 11,354,400.00 4,139.880 943,892.64 4,608.170 1,050,662.76 37 CONCRETE PAVEMENT (RAMP TERMINI) M3 230.0000 188,600.00 162.110 37,285.30 38 SEAL PAVEMENT JOINT M 11.0000 889,900.00 0.000 0.00 39 SEAL LONGITUDINAL ISOLATION JOINT M 6.0000 80,400.00 0.000 0.00 40 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 35,000.00 0.000 0.00 S) PILING 41 FURNISH PILING (CLASS 400) M 150.0000 178,800.00 836.000 125,400.00 (ALTERNATIVE "Y") 42 DRIVE PILE (CLASS 400) EA 1,100.0000 111,100.00 88.000 96,800.00 S) (ALTERNATIVE "Y") 43 FURNISH PILING (CLASS 400) M 160.0000 108,000.00 664.245 106,279.20 (ALTERNATIVE "V" MODIFIED) 44 DRIVE PILE (CLASS 400) EA 600.0000 26,400.00 44.000 26,400.00 S) (ALTERNATIVE "V" MODIFIED) 45 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 10,350.00 59.000 8,850.00 59.000 8,850.00 S) PILING (BARRIER) 46 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 52,500.00 301.000 45,150.00 S) PILING (SOUND WALL) 47 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 310.0000 854,050.00 1,751.000 542,810.00 PILING (406 MM) 48 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 1,100.0000 156,200.00 87.000 95,700.00 S) PILE (406 MM) 49 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 420.0000 5,938,800.00 8,481.980 3,562,431.60 PILING (610 MM) 50 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 900.0000 685,800.00 452.000 406,800.00 S) PILE (610 MM) 51 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 0.097 67,900.00 0.515 360,500.00 S) 52 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 988,050.00 1,649.000 577,150.00 F) 53 STRUCTURAL CONCRETE, BRIDGE M3 585.0000 6,886,620.00 708.000 414,180.00 6,202.000 3,628,170.00 F) 54 STRUCTURAL CONCRETE, RETAINING WALL M3 382.0000 7,644,584.00 299.000 114,218.00 4,902.000 1,872,564.00 F) 55 STRUCTURE CONCRETE (PUMPING PLANT) M3 800.0000 326,400.00 349.000 279,200.00 F) 56 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 793,200.00 528.000 316,800.00 F) (TYPE N) 57 CLASS 1 CONCRETE (BOX CULVERT) M3 980.0000 289,100.00 83.800 82,124.00 117.800 115,444.00 F) PROGRAM CAS145 PAGE 7 DATE 01/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 10:56 AM ESTIMATE NO. 21 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 01/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 2440 X 914 MM PRECAST CONCRETE BOX M 2,000.0000 70,000.00 35.000 70,000.00 F) CULVERT 59 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 688,800.00 -13.050 -18,270.00 370.000 518,000.00 F) 60 MINOR CONCRETE (SOUND WALL) M3 620.0000 48,980.00 79.000 48,980.00 61 MINOR CONCRETE (BACKFILL) M3 240.0000 18,720.00 453.580 108,859.20 62 ARCHITECTURAL TREATMENT M2 50.0000 822,750.00 5,235.000 261,750.00 F) 63 FRACTURED RIB TEXTURE M2 60.0000 154,920.00 61.000 3,660.00 654.000 39,240.00 F) 64 DRILL AND BOND DOWEL M 50.0000 6,850.00 137.000 6,850.00 65 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 40.0000 16,240.00 217.000 8,680.00 66 JACKING SUPERSTRUCTURE LS 150,000.0000 150,000.00 1.000 150,000.00 67 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 307,500.00 31.000 77,500.00 68 PLACE POLYESTER CONCRETE OVERLAY M2 100.0000 122,900.00 287.000 28,700.00 F) 69 SOUND WALL (MASONRY BLOCK) M2 220.0000 487,960.00 1,566.800 344,696.00 SF) 70 MASONRY BLOCK WALL M2 250.0000 27,500.00 0.000 0.00 S) 71 JOINT SEAL (MR 30 MM) M 120.0000 8,640.00 0.000 0.00 S) 72 JOINT SEAL (MR 15 MM) M 100.0000 3,200.00 0.000 0.00 S) 73 JOINT SEAL (MR 40 MM) M 200.0000 36,800.00 0.000 0.00 S) 74 JOINT SEAL (MR 50 MM) M 250.0000 61,750.00 60.000 15,000.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 3,963,015.00 89,937.000 188,867.70 997,293.000 2,094,315.30 SF) 76 BAR REINFORCING STEEL (RETAINING WALL) KG 2.1000 4,714,584.00 36,575.000 76,807.50 351,240.000 737,604.00 SF) 77 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 78,930.00 10,109.000 25,272.50 14,155.000 35,387.50 SF) 78 BAR REINFORCING STEEL (PUMPING PLANT) KG 2.6000 134,810.00 50,847.000 132,202.20 SF) 79 MEMBRANE WATERPROOFING M2 36.0000 6,438,060.00 575.000 20,700.00 4,177.920 150,405.12 SF) 80 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 8.0000 71,920.00 0.000 0.00 F) 81 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 8,990.00 0.000 0.00 SF) 82 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 1,584,990.00 0.000 0.00 F) 83 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 158,499.00 0.000 0.00 SF) 84 FURNISH LAMINATED PANEL SIGN M2 325.0000 156,000.00 0.000 0.00 (25.4 MM-TYPE A) PROGRAM CAS145 PAGE 8 DATE 01/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 10:56 AM ESTIMATE NO. 21 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 01/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 14,400.00 0.000 0.00 (1.6 MM-UNFRAMED) 86 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 9,100.00 0.000 0.00 (2.0 MM-UNFRAMED) 87 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 6,200.00 0.000 0.00 (1.6 MM-FRAMED) 88 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 19,400.00 0.000 0.00 (2.0 MM-FRAMED) 89 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 24,000.00 9.800 11,760.00 S) PILE (SIGN FOUNDATION) 90 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 228,000.00 22.100 66,300.00 S) CONCRETE PILE (SIGN FOUNDATION) 91 METAL (ROADSIDE SIGN) KG 25.0000 9,625.00 0.000 0.00 F) 92 METAL (RAIL MOUNTED SIGN) KG 25.0000 55,825.00 0.000 0.00 F) 93 ROADSIDE SIGN - ONE POST EA 520.0000 57,200.00 0.000 0.00 94 ROADSIDE SIGN - TWO POST EA 1,400.0000 44,800.00 0.000 0.00 95 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 11,600.00 0.000 0.00 METHOD) 96 INSTALL SIGN OVERLAY M2 500.0000 16,500.00 0.000 0.00 97 INSTALL ROADSIDE SIGN EA 2,800.0000 8,400.00 0.000 0.00 (LAMINATED WOOD BOX POST) 98 CLEAN AND PAINT STEEL SHELL PILING LS 25,000.0000 25,000.00 1.000 25,000.00 S) 99 PAINT CURB (2-COAT) M 5.0000 4,800.00 0.000 0.00 S) 00 300 MM PLASTIC PIPE M 460.0000 25,300.00 0.000 0.00 01 825 MM REINFORCED CONCRETE PIPE M 550.0000 110,000.00 154.720 85,096.00 (CLASS II) 02 450 MM REINFORCED CONCRETE PIPE M 440.0000 576,400.00 101.230 44,541.20 539.870 237,542.80 (CLASS III) 03 600 MM REINFORCED CONCRETE PIPE M 705.0000 2,467,500.00 1,160.870 818,413.35 (CLASS IV) 04 750 MM REINFORCED CONCRETE PIPE M 1,000.0000 190,000.00 113.030 113,030.00 (CLASS IV) 05 900 MM REINFORCED CONCRETE PIPE M 1,020.0000 285,600.00 218.780 223,155.60 (CLASS IV) 06 1200 MM REINFORCED CONCRETE PIPE M 1,300.0000 897,000.00 459.030 596,739.00 (CLASS IV) 07 1500 MM REINFORCED CONCRETE PIPE M 1,430.0000 2,245,100.00 1,043.850 1,492,705.50 (CLASS IV) 08 1275 MM REINFORCED CONCRETE PIPE M 1,520.0000 380,000.00 250.000 380,000.00 (CLASS IV) 09 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,050.0000 178,500.00 162.190 170,299.50 (CLASS IV) 10 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,150.0000 113,850.00 0.000 0.00 (CLASS IV) 11 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 106,800.00 882.800 17,656.00 PROGRAM CAS145 PAGE 9 DATE 01/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 10:56 AM ESTIMATE NO. 21 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 01/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 160.0000 44,800.00 93.300 14,928.00 13 GRATED LINE DRAIN M 320.0000 35,200.00 0.000 0.00 S) 14 1200 MM BITUMINOUS COATED CORRUGATED M 3,400.0000 8,500.00 0.000 0.00 STEEL PIPE RISER (2.01 MM THICK) 15 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 900.0000 197,100.00 0.000 0.00 16 250 MM DUCTILE IRON PIPE (CLASS 350) LS 225,000.0000 225,000.00 0.178 40,050.00 0.604 135,900.00 S) 17 400 MM DUCTILE IRON PIPE (CLASS 350) LS 350,000.0000 350,000.00 0.220 77,000.00 S) 18 450 MM DUCTILE IRON PIPE (CLASS 350) M 820.0000 557,600.00 18.300 15,006.00 557.360 457,035.20 S) 19 200 MM WELDED STEEL PIPE CASING M 420.0000 45,780.00 0.000 0.00 (3.4 MM THICK) 20 406 MM WELDED STEEL PIPE CASING M 870.0000 18,270.00 0.000 0.00 (6.35 MM THICK) 21 457 MM WELDED STEEL PIPE CASING M 910.0000 19,110.00 0.000 0.00 (6.35 MM THICK) 22 450 MM WELDED STEEL PIPE CASING M 820.0000 20,500.00 0.000 0.00 (6.35 MM THICK) 23 610 MM WELDED STEEL PIPE CASING M 850.0000 162,350.00 54.700 46,495.00 (6.35 MM THICK) 24 762 MM WELDED STEEL PIPE CASING M 1,600.0000 33,600.00 0.000 0.00 (6.35 MM THICK) 25 450 MM MORTAR-LINED AND COATED STEEL LS 1275,000.0000 1,275,000.00 1.000 1,275,000.00 S) PIPE 26 450 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 2.000 3,000.00 27 600 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 0.000 0.00 28 DRAINAGE MANHOLE EA 30,000.0000 150,000.00 4.000 120,000.00 29 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,300.0000 24,700.00 1.980 2,574.00 6.770 8,801.00 30 150 MM CLAY SEWER PIPE M 1,700.0000 61,200.00 15.140 25,738.00 S) 31 250 MM CLAY SEWER PIPE M 1,350.0000 823,500.00 612.600 827,010.00 S) 32 300 MM CLAY SEWER PIPE M 1,350.0000 310,500.00 217.840 294,084.00 S) 33 1200 MM PRECAST CONCRETE PIPE SEWER M 1,870.0000 56,100.00 29.610 55,370.70 S) MANHOLE 34 CONCRETE (CHANNEL LINING) M3 390.0000 52,260.00 68.000 26,520.00 F) 35 CONCRETE (CONCRETED-ROCK SLOPE M3 320.0000 6,720.00 0.000 0.00 PROTECTION) 36 CONCRETED-ROCK SLOPE PROTECTION M3 220.0000 17,600.00 0.000 0.00 (COBBLE, METHOD B) 37 SLOPE PAVING (CONCRETE) M3 550.0000 141,900.00 0.000 0.00 F) 38 MINOR CONCRETE (DITCH LINING) M3 600.0000 120,000.00 130.050 78,030.00 PROGRAM CAS145 PAGE 10 DATE 01/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 10:56 AM ESTIMATE NO. 21 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 01/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 ROCK SLOPE PROTECTION FABRIC M2 10.0000 1,700.00 0.000 0.00 40 MINOR CONCRETE (MISCELLANEOUS M3 570.0000 163,590.00 0.000 0.00 F) CONSTRUCTION) 41 MINOR CONCRETE (RAPID STRENGTH CONCRETE) M3 1,500.0000 72,000.00 14.400 21,600.00 42 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 570.0000 632,700.00 50.622 28,854.54 420.221 239,525.97 AND DRIVEWAY) 43 MINOR CONCRETE (GUTTER) M 100.0000 142,100.00 0.000 0.00 F) 44 MINOR CONCRETE (STAMPED CONCRETE) M3 600.0000 22,200.00 0.000 0.00 45 DRAINAGE PUMPING EQUIPMENT LS 450,000.0000 450,000.00 0.000 0.00 S) 46 PUMPING PLANT ELECTRICAL EQUIPMENT LS 100,000.0000 100,000.00 0.000 0.00 S) 47 MISCELLANEOUS IRON AND STEEL KG 3.0000 147,915.00 1,355.000 4,065.00 11,009.000 33,027.00 SF) 48 EQUIPMENT ACCESS STEEL COVER EA 2,000.0000 4,000.00 0.000 0.00 S) (1524 MM X 1524 MM) 49 EQUIPMENT ACCESS STEEL COVER EA 2,000.0000 2,000.00 0.000 0.00 S) (1220 MM X 1220 MM) 50 ACCESS HATCH (1220 MM X 1220 MM) EA 2,000.0000 2,000.00 0.000 0.00 S) 51 ACCESS HATCH (1372 MM X 3050 MM) EA 2,000.0000 2,000.00 0.000 0.00 S) 52 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 53,440.00 1,600.000 16,000.00 SF) 53 BRIDGE DECK DRAINAGE SYSTEM KG 11.0000 126,500.00 728.250 8,010.75 SF) 54 PUMPING PLANT METAL WORK KG 16.0000 48,880.00 0.000 0.00 SF) 55 WATER LINE FACILITIES LS 100,000.0000 100,000.00 1.000 100,000.00 S) 56 CHAIN LINK FENCE (TYPE CL-1.8) M 70.0000 105,000.00 0.000 0.00 S) 57 PICKET FENCING M 800.0000 664,000.00 0.000 0.00 S) 58 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 2,000.00 0.000 0.00 S) 59 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,500.0000 5,000.00 0.000 0.00 S) 60 DELINEATOR (CLASS 1) EA 50.0000 3,000.00 0.000 0.00 61 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 800.00 0.000 0.00 62 METAL BEAM GUARD RAILING (WOOD POST) M 110.0000 139,700.00 0.000 0.00 S) 63 CHAIN LINK RAILING (TYPE 7) M 225.0000 110,250.00 0.000 0.00 S) 64 DECORATIVE METAL RAILING M 550.0000 1,223,750.00 0.000 0.00 SF) 65 PEDESTRIAN BARRICADE EA 600.0000 2,400.00 4.000 2,400.00 PROGRAM CAS145 PAGE 11 DATE 01/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 10:56 AM ESTIMATE NO. 21 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 01/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 PIPE HANDRAILING M 330.0000 35,310.00 0.000 0.00 SF) 67 TUBULAR HANDRAILING M 310.0000 110,360.00 289.000 89,590.00 SF) 68 CONCRETE BARRIER (TYPE 26A) M 310.0000 105,400.00 265.000 82,150.00 F) 69 CONCRETE BARRIER (TYPE 26 MODIFIED) M 320.0000 183,040.00 192.000 61,440.00 F) 70 CABLE RAILING M 60.0000 40,740.00 0.000 0.00 SF) 71 TRANSITION RAILING (TYPE WB) EA 5,000.0000 50,000.00 0.000 0.00 S) 72 END CAP EA 200.0000 3,600.00 0.000 0.00 S) 73 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 11,000.00 0.000 0.00 S) 74 END ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 1,000.00 0.000 0.00 S) 75 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 39,000.00 0.000 0.00 S) 76 CRASH CUSHION (REACT 9CBB) EA 60,000.0000 120,000.00 0.000 0.00 S) 77 CRASH CUSHION (REACT 9SCBS) EA 60,000.0000 60,000.00 0.000 0.00 S) 78 CONCRETE BARRIER (TYPE 60) M 335.0000 834,150.00 0.000 0.00 79 CONCRETE BARRIER (TYPE 60A) M 360.0000 37,800.00 0.000 0.00 F) 80 CONCRETE BARRIER (TYPE 60C) M 630.0000 289,800.00 0.000 0.00 81 CONCRETE BARRIER (TYPE 60D) M 340.0000 1,059,100.00 0.000 0.00 F) 82 CONCRETE BARRIER (TYPE 60E) M 310.0000 86,800.00 0.000 0.00 83 CONCRETE BARRIER (TYPE 60C MODIFIED) M 210.0000 96,600.00 0.000 0.00 84 CONCRTE BARRIER (TYPE 60E MODIFIED) M 310.0000 43,400.00 0.000 0.00 85 CONCRETE BARRIER (TYPE 736) M 250.0000 62,000.00 90.000 22,500.00 F) 86 CONCRETE BARRIER (TYPE 736A) M 250.0000 683,250.00 1,009.000 252,250.00 F) 87 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 35,100.00 0.000 0.00 F) 88 CONCRETE BARRIER (TYPE 736B MODIFIED) M 300.0000 8,400.00 0.000 0.00 89 CONCRETE BARRIER (TYPE 736S/SV) M 300.0000 8,700.00 0.000 0.00 F) 90 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 84,400.00 196.690 7,867.60 S) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 74,550.00 1,212.000 1,818.00 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 22,950.00 242.000 726.00 S) PROGRAM CAS145 PAGE 12 DATE 01/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 10:56 AM ESTIMATE NO. 21 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 01/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 10,410.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 400.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 18,600.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 7,780.00 770.000 770.00 S) (BROKEN 5.18 M - 2.14 M) 97 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,140.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 98 PAINT TRAFFIC STRIPE (2-COAT - BLACK) M 1.0000 35,000.00 0.000 0.00 S) 99 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 12,480.00 148.000 296.00 S) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 35,480.00 251.000 1,004.00 S) 01 TEMPORARY SIGNAL SYSTEM (STAGE 1B.1) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 02 TEMPORARY SIGNAL SYSTEM (STAGE 1C.2) LS 60,000.0000 60,000.00 0.900 54,000.00 S) 03 TEMPORARY SIGNAL SYSTEM LS 780,000.0000 780,000.00 0.080 62,400.00 S) 04 SIGNAL AND LIGHTING (LOCATION 1) LS 150,000.0000 150,000.00 0.005 750.00 S) 05 SIGNAL AND LIGHTING (LOCATION 2) LS 175,000.0000 175,000.00 0.005 875.00 S) 06 SIGNAL AND LIGHTING (LOCATION 3) LS 110,000.0000 110,000.00 0.010 1,100.00 S) 07 SIGNAL AND LIGHTING (LOCATION 4) LS 60,000.0000 60,000.00 0.000 0.00 S) 08 SIGNAL AND LIGHTING (LOCATION 5) LS 150,000.0000 150,000.00 0.010 1,500.00 S) 09 SIGNAL AND LIGHTING (LOCATION 6) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 10 SIGNAL AND LIGHTING (LOCATION 7) LS 250,000.0000 250,000.00 0.010 2,500.00 S) 11 SIGNAL AND LIGHTING (LOCATION 8) LS 140,000.0000 140,000.00 0.266 37,240.00 0.679 95,060.00 S) 12 SIGNAL AND LIGHTING (LOCATION 9) LS 10,000.0000 10,000.00 0.900 9,000.00 S) (REMOVE) 13 LIGHTING (CITY STREET) LS 350,000.0000 350,000.00 0.023 8,050.00 0.233 81,550.00 S) 14 LIGHTING AND SIGN ILLUMINATION LS 1020,000.0000 1,020,000.00 0.106 108,120.00 0.196 199,920.00 S) 15 TEMPORARY LIGHTING SYSTEM LS 520,000.0000 520,000.00 0.619 321,880.00 S) 16 CHANGEABLE MESSAGE SIGN SYSTEM LS 70,000.0000 70,000.00 0.009 630.00 S) 17 INTERCONNECTION CONDUIT AND CABLE LS 70,000.0000 70,000.00 0.070 4,900.00 0.560 39,200.00 S) 18 COMMUNICATION SYSTEM LS 1950,000.0000 1,950,000.00 0.033 64,350.00 0.132 257,400.00 S) 19 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.000 0.00 S) (LOCATION 1) PROGRAM CAS145 PAGE 13 DATE 01/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 10:56 AM ESTIMATE NO. 21 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 01/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 20 ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.888 17,760.00 0.994 19,880.00 S) (LOCATION 2) 21 TRAFFIC MONITORING STATION (LOCATION 1) LS 90,000.0000 90,000.00 0.064 5,760.00 0.114 10,260.00 S) 22 TRAFFIC MONITORING STATION (LOCATION 2) LS 110,000.0000 110,000.00 0.000 0.00 S) 23 TRAFFIC MONITORING STATION (LOCATION 3) LS 120,000.0000 120,000.00 0.276 33,120.00 S) 24 CLOSED CIRCUIT TELEVISION LS 70,000.0000 70,000.00 0.020 1,400.00 S) (LOCATION 1) 25 CLOSED CIRCUIT TELEVISION LS 30,000.0000 30,000.00 0.117 3,510.00 0.187 5,610.00 S) (LOCATION 2) 26 CLOSED CIRCUIT TELEVISION LS 60,000.0000 60,000.00 0.030 1,800.00 S) (LOCATION 3) 27 CLOSED CIRCUIT TELEVISION LS 50,000.0000 50,000.00 0.020 1,000.00 S) (LOCATION 4) 28 RAMP METERING SYSTEM (LOCATION 1) LS 175,000.0000 175,000.00 0.000 0.00 S) 29 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.000 0.00 S) 30 RAMP METERING SYSTEM (LOCATION 3) LS 110,000.0000 110,000.00 0.010 1,100.00 S) 31 RAMP METERING SYSTEM LS 240,000.0000 240,000.00 0.083 19,920.00 0.473 113,520.00 S) (LOCATION 4 & 5) 32 RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.500 12,500.00 S) (REMOVE) 33 TEMPORARY RAMP METERING SYSTEM LS 250,000.0000 250,000.00 0.125 31,250.00 0.540 135,000.00 S) 34 SYSTEM TESTING AND DOCUMENTATION LS 90,000.0000 90,000.00 0.000 0.00 S) 35 TRAINING LS 20,000.0000 20,000.00 0.000 0.00 S) 36 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 37 IMPORTED BORROW M3 0.0100 300.00 0.000 0.00 PROGRAM CAS145 PAGE 14 DATE 01/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 10:56 AM ESTIMATE NO. 21 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: BUI, DA KEN G. DATE OF THIS ESTIMATE 01/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,835,168.18 56,873,395.94 ADJUSTMENT OF COMPENSATION 0.00 1,152,816.90 EXTRA WORK 78,293.09 1,333,989.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,913,461.27 59,360,202.14 38 MOBILIZATION LS 9300,000.0000 19,300,000.00 0.950 18,335,000.00 ORIGINAL CONTRACT AMOUNT 193,379,599.00 TOTAL WORK COMPLETED 3,913,461.27 77,695,202.14 MATERIALS ON HAND ON SITE 2,478,591.73 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -56,000.00 TOTAL 3,903,461.27 80,117,793.87 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 04/25/06 1530 05/22/06 05/10/06 09/30/10 620 0 0 0 39% 41% PROGRESS IS SATISFACTORY BUI, DA KEN G. RESIDENT ENGINEER PROGRAM CAS145 DATE 01/28/08