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 09/24/07 EST. NO.39 TIME 01:52 PM R.E. NAME: JAVED, FARIDUN 11-080924 --------------------------------------------------------------------------- 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 0664 507.79 E.W. @ F.A.(+) 011707 N 0752.1 0705 874.36 071807 N 1544.0 0708 995.89 072007 N 1547.0 0709 117.61 080107 N 1548.0 0710 92.80 080107 N 1549.0 0711 79.02 012007 Y 1260.1 0712 792.66 080107 N 1568.0 0713 287.75 080107 N 1569.0 0714 393.84 080207 N 1570.0 0715 1,949.30 073007 N 1571.0 0716 625.82 080207 N 1572.0 0717 381.19 080307 N 1574.0 0718 418.15 080307 N 1575.0 0719 1,588.67 080407 N 1576.0 0720 195.58 080607 N 1577.0 0721 174.25 080607 N 1578.0 0722 252.56 080607 N 1579.0 0723 128.88 080707 N 1581.0 0724 423.14 080707 N 1582.0 0725 148.16 080807 N 1583.0 0726 128.88 080907 N 1586.0 0727 463.75 081007 N 1587.0 0728 336.51 081307 N 1588.0 0729 156.46 081407 N 1589.0 0730 231.98 081407 N 1590.0 0731 420.67 082107 N 1591.0 0732 114.46 082107 N 1592.0 0733 463.75 080807 N 1584.0 0734 463.75 080907 N 1585.0 0735 458.49 082207 N 1593.0 0736 458.49 082307 N 1594.0 0737 471.72 082307 N 1595.0 0738 458.49 082407 N 1597.0 0739 564.52 082707 N 1601.0 0740 505.65 082807 N 1602.0 0741 670.55 082907 N 1603.0 0742 634.74 083007 N 1604.0 0743 670.55 083107 N 1605.0 0744 741.24 090407 N 1606.0 0745 717.54 090507 N 1607.0 0746 670.55 090607 N 1608.0 0747 529.17 090707 N 1609.0 0748 57.23 091007 N 1626.0 0749 670.55 091007 N 1627.0 0750 348.58 091107 N 1629.0 0751 339.41 091207 N 1631.0 0752 931.00 091307 N 1632.0 0753 241.42 091407 N 1634.0 0754 339.41 091407 N 1635.0 003 0006 1,650.00 E.W. @ F.A.(+) 032207 N 1484.0 0007 1,587.50 032607 N 1485.0 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 09/24/07 EST. NO.39 TIME 01:52 PM R.E. NAME: JAVED, FARIDUN 11-080924 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0010 300.00 032107 N 1526.0 0014 62.50 062707 N 1526.1 0015 3,712.50 072505 N 1598.0 0016 7,668.75 060105 N 1599.0 0017 9,125.00 060805 N 1600.0 004 0067 1,105.80 E.W. @ F.A.(+) 080607 N 1580.0 006 0128 382.38 E.W. @ F.A.(+) 082407 N 1596.0 0129 430.67 083107 N 1621.0 0130 161.20 090407 N 1622.0 0131 234.59 090707 N 1623.0 0132 35.79 091007 N 1625.0 0133 459.58 091407 N 1633.0 007 0021 48.40 E.W. @ F.A.(+) 070307 Y 1520.0 0022 48.40 070607 Y 1521.0 0023 48.40 062207 Y 1524.0 0024 48.40 061907 Y 1525.0 0025 48.40 060807 Y 1532.0 0026 48.40 060807 Y 1533.0 013 0049 66.00 E.W. @ F.A.(+) 050907 Y 1475.1 0050 107.37 091107 N 1628.0 022 0068 650.45 E.W. @ F.A.(+) 091107 N 1624.0 049 0142 2,207.29 E.W. @ F.A.(+) 052307 Y 1489.0 0145 541.19 080307 N 1573.0 0146 783.00 091207 N 1630.0 072 0003 7,890.36 E.W. @ U.P (+) 092007 N 003A 0 0004 119,492.90 092007 N 004A 0 0005 117.98 092107 N 005A 0 182,750.13 TOTAL THIS ESTIMATE 5,797,520.76 TOTAL PREVIOUS ESTIMATE 5,980,270.89 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 09/24/07 EST. NO.39 TIME 01:52 PM R.E. NAME: JAVED, FARIDUN 11-080924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPEN. LANE CLO -174,800.00 07 CIDH ABUT 1 & 6 -1,056.00 08 CLEANNES VALUE -1,800.00 08 CLASS II -450.00 09 OUT-OF-SPEC PCC -1,623.80 12 OUT-OF-SPEC CIDH -1,200.00 12 LAKE HODGES STAGE 1 -5,006.00 15 OUT-OF-SPEC CONC -53.64 15 LK HDGS PILE 4 LIFT -9,490.00 16 7 HRS RESTAK RAMPS -2,450.00 16 LATE OPEN. LANE CLO 174,800.00 17 GREEN VALLEY PILE -823.00 18 LATE REOPN. OF CLOS. -15,200.00 18 RESTAKE GREEN VALLEY -1,800.00 18 NOPC 6 SETTLEMENT -80,000.00 19 PIER 3 RT GV BRIDGE -400.00 19 RE-STAKING -3,150.00 19 CLEANNESS VALUE -1,308.96 20 CL II OUT-OF-SPEC -2,400.00 21 PIER 3 CIDH PILE -1,048.82 21 SURVEY RESTAKING -3,400.00 21 SURVEY RESTAKING -700.00 24 AC REL. COMPACTION -9,178.29 26 ARB REL COMPACTION -347.22 26 RESTAKING HV, DS 25A -3,060.00 28 SURVEY RESTAKING -5,440.00 30 SURVEY RE-STAKING -1,400.00 31 CIDH PILES L.HODGES -29,469.00 32 CIDH PILES 3MX2L -2,144.00 33 0.00 -184,398.73 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 12 DOCS RECD 10,000.00 15 O/S DOCS -10,000.00 25 DOCS RECEIVED 10,000.00 26 O/S DOCS -10,000.00 38 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION O/S PRS OCT -10,000.00 02 O/S PRS NOV -10,000.00 03 O/S PRS DEC -10,000.00 05 O/S PRS JAN -10,000.00 06 PRW RECD DEC 10,000.00 06 O/S PRS FEB -10,000.00 07 O/S PRS MARCH -10,000.00 08 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 09/24/07 EST. NO.39 TIME 01:52 PM R.E. NAME: JAVED, FARIDUN 11-080924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS APRIL -10,000.00 09 O/S PRS MAY -10,000.00 10 PRS RECD OCT 10,000.00 10 PRS RECD NOV 10,000.00 10 PRS RECD JAN 10,000.00 10 O/S PRS JUNE -10,000.00 11 PRS RECD FEB 10,000.00 11 O/S PRS JULY -10,000.00 12 O/S PRS AUG -10,000.00 13 O/S PRS SEPT -10,000.00 14 PRS RECD APRIL 10,000.00 14 PRS RECD MARCH 10,000.00 14 PRS RECD MAY 10,000.00 14 PRS RECD AUG 10,000.00 14 O/S PRS OCT -10,000.00 15 O/S PRS NOV -10,000.00 16 PRS RECD JULY 05 10,000.00 16 O/S PRS DEC -10,000.00 17 O/S PRS JAN -10,000.00 18 PRS RECD DEC 10,000.00 19 PRS RECD OCT 10,000.00 19 PRS RECD JUNE 10,000.00 19 PRS RECD SEPT 10,000.00 19 O/S PRS MARCH 06 -10,000.00 20 PRS RECD NOV 05 10,000.00 20 O/S PRS APRIL -10,000.00 21 O/S PRS MAY 06 -10,000.00 22 PRS RECD AUG 05 10,000.00 22 PRS RECD MARCH 06 10,000.00 22 O/S PRS JUNE 06 -10,000.00 24 PRS RECD JAN 10,000.00 24 O/S PRS JULY 06 -10,000.00 25 PRS AUG 05 ADJUST. -10,000.00 25 PRS RECD APRIL 06 10,000.00 25 O/S PRS AUG -10,000.00 26 O/S PRS SEPT -10,000.00 28 O/S PRS OCT -10,000.00 29 O/S PRS NOV 06 -10,000.00 30 PRS RECD JULY 06 10,000.00 30 O/S PRS DEC -10,000.00 31 PRS RECD MAY 10,000.00 31 O/S PRS JAN 07 -10,000.00 32 O/S PRS FEB 07 -10,000.00 33 PRS RECD AUG 06 10,000.00 33 O/S PRS MAR 07 -10,000.00 34 O/S PRS APRIL 07 -10,000.00 35 O/S PRS MAY -10,000.00 36 PRS RECD JAN 07 10,000.00 36 PRS RECD MARCH 07 10,000.00 36 O/S PRS JUNE 07 -10,000.00 37 PRS RECD APRIL 07 10,000.00 37 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 09/24/07 EST. NO.39 TIME 01:52 PM R.E. NAME: JAVED, FARIDUN 11-080924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS JULY 07 -10,000.00 38 PRS RECD OCT 06 10,000.00 38 O/S PRS AUG -10,000.00 39 -10,000.00 -90,000.00 OVERBID ITEMS OVERBID ITEM NO. 254 -2,372.00 06 OVERBID ITEM NO. 254 -1,186.00 10 OVERBID ITEM NO. 254 -948.80 17 OVERBID ITEM NO. 254 -237.20 29 0.00 -4,744.00 TOTAL DEDUCTIONS -10,000.00 -289,142.73 PROGRAM CAS145 PAGE 1 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:52 PM ESTIMATE NO. 39 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 09/24/07 LOCATION PROGRESS ESTIMATE 11-SD-15-M24.0/M26.5 ----------------- FCI CONSTRUCTORS/ IN SAN DIEGO COUNTY IN SAN DIEGO BALFOUR BEATTY, A JV FROM 0.5 KM NORTH OF RANCHO DALE NELSON BERNARDO ROAD UNDERCROSSING TO 0.7 2585 BUSINESS PARK WAY KM SOUTH OF VIA RANCHO PARKWAY VISTA, CA 92081 OVERCROSSING FED. AID NO. ACIM-015 -4(196)24N CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 20,000.0000 20,000.00 0.500 10,000.00 02 TIME-RELATED OVERHEAD DAY 6,420.0000 4,494,000.00 22.000 141,240.00 698.000 4,481,160.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 40,650.00 981.000 14,715.00 04 TEMPORARY SUPPORT LS 30,000.0000 30,000.00 1.000 30,000.00 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 S) PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 135,000.0000 135,000.00 0.004 540.00 0.960 129,600.00 07 SWEEPER EA 144,000.0000 288,000.00 0.009 1,296.00 1.646 237,024.00 S) 08 TEMPORARY EROSION CONTROL (TYPE 1) HA 4,000.0000 100,000.00 4.037 16,148.00 S) 09 TEMPORARY EROSION CONTROL (TYPE 2) HA 9,000.0000 72,000.00 2.794 25,146.00 S) 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,200.0000 55,000.00 3.000 6,600.00 24.000 52,800.00 11 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 5,000.0000 65,000.00 1.000 5,000.00 15.330 76,650.00 12 TEMPORARY CHECK DAM (TYPE 1) M 100.0000 10,000.00 126.960 12,696.00 13 MOVE-IN/MOVE-OUT EA 1,000.0000 6,000.00 5.000 5,000.00 S) (TEMPORARY EROSION CONTROL) 14 TEMPORARY CHECK DAM (TYPE 2) M 80.0000 9,600.00 12.000 960.00 143.900 11,512.00 15 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 12,060.00 4.000 720.00 43.000 7,740.00 (TYPE 3A) 16 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 39,000.00 24.000 14,400.00 (TYPE 3B) 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 0.004 200.00 0.987 49,350.00 S) 18 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.002 90.00 0.785 35,325.00 S) 19 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.004 2,200.00 0.961 528,550.00 S) 20 TYPE III BARRICADE EA 130.0000 390.00 9.000 1,170.00 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 4,155.00 13,027.000 6,513.50 S) 22 TEMPORARY PAVEMENT MARKER EA 3.0000 2,640.00 118.000 354.00 S) PROGRAM CAS145 PAGE 2 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:52 PM ESTIMATE NO. 39 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY DELINEATOR (CLASS 1) EA 45.0000 5,850.00 0.000 0.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 240,000.00 0.069 1,035.00 15.383 230,745.00 S) 25 TEMPORARY RAILING (TYPE K) M 22.0000 594,000.00 29,001.400 638,030.80 S) 26 TRAFFIC PLASTIC DRUMS EA 35.0000 8,050.00 281.000 9,835.00 S) 27 TEMPORARY CRASH CUSHION MODULE EA 180.0000 59,400.00 353.000 63,540.00 S) 28 TEMPORARY CRASH CUSHION (ADIEM) EA 7,000.0000 28,000.00 8.000 56,000.00 S) 29 ABANDON CULVERT EA 1,200.0000 28,800.00 17.500 21,000.00 30 ABANDON INLET EA 800.0000 4,000.00 4.000 3,200.00 31 ABANDON IRRIGATION CROSSOVER EA 250.0000 5,500.00 0.000 0.00 32 REMOVE CHAIN LINK FENCE M 15.0000 24,750.00 111.000 1,665.00 1,374.090 20,611.35 33 REMOVE METAL BEAM GUARD RAILING M 21.0000 13,440.00 884.910 18,583.11 34 REMOVE SINGLE THRIE BEAM BARRIER M 23.0000 50,600.00 2,035.450 46,815.35 35 REMOVE DOUBLE THRIE BEAM BARRIER M 25.0000 33,750.00 1,700.390 42,509.75 36 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 11.0000 23,760.00 0.000 0.00 S) 37 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 4.0000 106,400.00 6,128.030 24,512.12 S) MARKING 38 REMOVE ROADSIDE SIGN EA 250.0000 4,000.00 11.000 2,750.00 39 REMOVE SIGN STRUCTURE EA 3,000.0000 18,000.00 8.000 24,000.00 40 REMOVE CULVERT M 100.0000 22,000.00 144.460 14,446.00 41 REMOVE 300 MM ASBESTOS CEMENT PIPE EA 1,400.0000 7,000.00 4.000 5,600.00 WATERLINE 42 REMOVE INLET EA 1,000.0000 12,000.00 4.000 4,000.00 43 RESET ROADSIDE SIGN EA 400.0000 20,000.00 19.500 7,800.00 44 RELOCATE ROADSIDE SIGN EA 400.0000 4,000.00 1.000 400.00 45 RELOCATE SIGN STRUCTURE EA 7,000.0000 35,000.00 2.000 14,000.00 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 13,800.00 1,631.560 16,315.60 S) 47 REMOVE CONCRETE M3 55.0000 39,050.00 200.000 11,000.00 48 REMOVE CONCRETE BARRIER M 30.0000 7,200.00 0.000 0.00 49 CAP INLET EA 1,000.0000 4,000.00 5.000 5,000.00 PROGRAM CAS145 PAGE 3 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:52 PM ESTIMATE NO. 39 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CAP RISER EA 1,000.0000 3,000.00 3.000 3,000.00 51 BRIDGE REMOVAL, LOCATION A LS 110,000.0000 110,000.00 1.000 110,000.00 52 BRIDGE REMOVAL, LOCATION B LS 600,000.0000 600,000.00 0.275 165,000.00 1.000 600,000.00 53 BRIDGE REMOVAL, LOCATION C LS 190,000.0000 190,000.00 1.000 190,000.00 54 BRIDGE REMOVAL, LOCATION D LS 390,000.0000 390,000.00 0.230 89,700.00 0.800 312,000.00 55 CLEARING AND GRUBBING LS 345,000.0000 345,000.00 1.000 345,000.00 56 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.005 500.00 0.961 96,100.00 57 ROADWAY EXCAVATION M3 8.0000 2,008,000.00 1,702.675 13,621.40 238,556.225 1,908,449.80 58 ROCK STAINING M2 5.0000 136,000.00 0.000 0.00 59 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 60 STRUCTURE EXCAVATION (BRIDGE) M3 66.0000 414,480.00 453.000 29,898.00 5,732.000 378,312.00 F) 61 STRUCTURE EXCAVATION (TYPE D) M3 280.0000 71,120.00 85.000 23,800.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.5000 19,865.00 1,434.000 20,793.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.2000 633,040.00 100.000 820.00 26,618.210 218,269.32 (R) 64 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 325,000.00 2,620.000 262,000.00 F) 65 STRUCTURE BACKFILL (RETAINING WALL) M3 42.0000 111,930.00 2,294.000 96,348.00 F) 66 STRUCTURE BACKFILL (RETAINING WAL) (R) M3 20.0000 474,000.00 367.000 7,340.00 17,667.220 353,344.40 67 PERVIOUS BACKFILL MATERIAL M3 85.0000 10,200.00 120.000 10,200.00 F) 68 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 18,620.00 234.000 16,380.00 F) WALL) 69 PREVIOUS BACKFILL MATERIAL M3 80.0000 232,000.00 1,391.440 111,315.20 (RETAINING WALL) (R) 70 HIGHWAY PLANTING LS 75,000.0000 75,000.00 0.000 0.00 S) 71 IMPORTED TOPSOIL M3 8.0000 32,320.00 1,234.430 9,875.44 S) 72 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 DUFF M2 3.0000 51,000.00 15,710.300 47,130.90 S) 75 SOIL STABILIZATION M2 10.0000 1,400.00 0.000 0.00 S) 76 BONDED FIBER MATRIX (EROSION CONTROL) KG 2.0000 16,860.00 6,277.980 12,555.96 S) PROGRAM CAS145 PAGE 4 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:52 PM ESTIMATE NO. 39 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FIBER (EROSION CONTROL) KG 1.0000 15,600.00 4,583.180 4,583.18 S) 78 FIBER ROLLS M 8.0000 160,000.00 27,039.720 216,317.76 S) 79 COMPOST (EROSION CONTROL) M3 210.0000 10,500.00 14.082 2,957.22 S) 80 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 5,000.00 4.000 4,000.00 S) 81 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 600.0000 4,800.00 0.740 444.00 S) 82 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 100.0000 5,300.00 41.566 4,156.60 S) 83 PURE LIVE SEED (EROSION CONTROL TYPE 3) KG 75.0000 25,500.00 79.930 5,994.75 S) 84 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 310.00 114.153 114.15 S) 85 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 3,600.00 466.340 932.68 S) 86 PLANT (GROUP W) EA 2.5000 8,000.00 0.000 0.00 S) 87 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 88 IRRIGATION SYSTEM LS 220,000.0000 220,000.00 0.054 11,880.00 S) 89 NPS 4 SUPPLY LINE (BRIDGE) M 160.0000 104,000.00 490.800 78,528.00 90 WATER METER EA 18,500.0000 18,500.00 0.000 0.00 S) 91 75 MM IRRIGATION CONDUIT M 800.0000 3,200.00 0.000 0.00 S) 92 200 MM CORRUGATED HIGH DENSITY M 150.0000 16,500.00 55.000 8,250.00 S) POLYETHYLENE PIPE CONDUIT 93 200 MM WELDED STEEL PIPE CONDUIT M 400.0000 20,400.00 16.000 6,400.00 S) (6.35 MM THICK) 94 CLASS 2 AGGREGATE BASE M3 34.0000 1,883,600.00 43,496.847 1,478,892.80 95 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 800.0000 10,000.00 0.000 0.00 96 ASPHALT CONCRETE (TYPE A) TONN 60.0000 1,260,000.00 5.443 326.58 24,169.028 1,450,141.68 97 ASPHALT CONCRETE BASE (TYPE A) TONN 60.0000 2,448,000.00 30,617.740 1,837,064.40 98 PLACE ASPHALT CONCRETE DIKE M 4.0000 29,720.00 6,700.165 26,800.66 99 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 8,600.00 2.172 868.80 00 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 01 SEAL PAVEMENT JOINT M 4.0000 352,400.00 31,349.889 125,399.56 02 SEAL LONGITUDINAL ISOLATION JOINT M 14.0000 154,000.00 6,761.500 94,661.00 03 FURNISH STEEL PILING (HP 250 X 62) M 75.0000 285,975.00 2,847.120 213,534.00 PROGRAM CAS145 PAGE 5 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:52 PM ESTIMATE NO. 39 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 DRIVE STEEL PILE (HP 250 X 62) EA 650.0000 195,650.00 239.000 155,350.00 S) 05 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 1,162,800.00 654.600 785,520.00 S) PILING 06 1.4 M CAST-IN-DRILLED-HOLE CONCRETE M 1,400.0000 873,600.00 109.250 152,950.00 502.560 703,584.00 S) PILING 07 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 999,000.00 25.700 46,260.00 376.670 678,006.00 S) PILING 08 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 426,000.00 33.400 66,800.00 199.050 398,100.00 S) PILING (ROCK SOCKET) 09 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 2,451,900.00 27.400 90,420.00 541.100 1,785,630.00 S) PILING (ROCK SOCKET) 10 1.4 M PERMANENT STEEL CASING M 2,000.0000 898,000.00 109.250 218,500.00 342.360 684,720.00 S) 11 INSTALL 1.4 M PERMANENT STEEL CASING M 650.0000 113,750.00 160.500 104,325.00 S) 12 2.6 M PERMANENT STEEL CASING M 5,000.0000 2,255,000.00 25.700 128,500.00 278.247 1,391,235.00 S) 13 INSTALL 2.6 M PERMANENT STEEL CASING M 2,300.0000 239,200.00 94.120 216,476.00 S) 14 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1100,000.0000 1,100,000.00 0.709 779,900.00 S) 15 TIEDOWN ANCHOR EA 3,500.0000 56,000.00 12.000 42,000.00 S) 16 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 299,250.00 793.000 277,550.00 F) 17 STRUCTURAL CONCRETE, BRIDGE M3 528.0000 11,869,440.00 275.000 145,200.00 16,128.830 8,516,022.24 F) 18 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 350,000.00 716.000 286,400.00 F) 19 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 465,500.00 609.500 304,750.00 F) (TYPE N) 20 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,200.0000 14,400.00 12.580 15,096.00 21 CLASS 3 CONCRETE (BACKFILL) M3 200.0000 22,600.00 65.000 13,000.00 F) 22 CLASS 1 CONCRETE (RETAINING WALL) M3 400.0000 3,456,000.00 124.500 49,800.00 7,869.704 3,147,881.60 23 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 407,000.00 15.950 17,545.00 376.463 414,109.30 24 ARCHITECTURAL SURFACE (BARRIER) M2 30.0000 15,090.00 387.000 11,610.00 F) 25 SWIRLED PLASTER TESTURE M2 55.0000 82,720.00 1,303.740 71,705.70 F) 26 SWIRLED PLASTER TEXTURE (R) M2 44.0000 197,560.00 4,191.290 184,416.76 27 TILE TEXTURE PATTERN BULL-NOSE M2 7.0000 17,500.00 938.989 6,572.92 28 ARCHITECTURAL SURFACE M2 13.0000 12,870.00 769.654 10,005.50 (BARRIER) (R) 29 DRILL AND BOND DOWEL M 100.0000 4,500.00 0.000 0.00 30 JOINT SEAL ASSEMBLY (MR 70 MM) M 400.0000 9,200.00 11.500 4,600.00 S) PROGRAM CAS145 PAGE 6 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:52 PM ESTIMATE NO. 39 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 17,600.00 35.000 14,000.00 S) 32 JOINT SEAL ASSEMBLY (MR 100 MM) M 400.0000 58,000.00 96.380 38,552.00 S) 33 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 174,000.00 96.240 115,488.00 S) 34 JOINT SEAL (MR 50 MM) M 400.0000 9,200.00 0.000 0.00 S) 35 BAR REINFORCING STEEL (BRIDGE) KG 1.9000 8,979,400.00 155,222.000 294,921.80 3,389,590.000 6,440,221.00 SF) 36 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 204,250.00 78,700.000 196,750.00 SF) 37 BAR REINFORCING STEEL (RETAINING WALL) KG 3.1000 1,346,640.00 5,764.000 17,868.40 526,056.200 1,630,774.22 S) (R) 38 HEADED BAR REINFORCEMENT EA 20.0000 89,960.00 4,542.000 90,840.00 SF) 39 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 50,400.00 0.000 0.00 S) WITH WALKWAY) 40 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 18,900.00 0.000 0.00 S) WITH WALKWAY) 41 FURNISH SIGN STRUCTURE (TUBULAR) KG 7.0000 193,200.00 0.000 0.00 S) 42 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 27,600.00 0.000 0.00 S) 43 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 67,200.00 0.000 0.00 S) 44 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 9,600.00 0.000 0.00 S) 45 920 MM CAST-IN-DRILLED-HOLE M 2,000.0000 54,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 46 1070 MM CAST-IN-DRILLED-HOLE M 2,300.0000 124,200.00 40.000 92,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 47 1220 MM CAST-IN-DRILLED-HOLE M 2,500.0000 27,500.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 48 ROADSIDE SIGN - ONE POST EA 550.0000 15,400.00 2.000 1,100.00 49 ROADSIDE SIGN - TWO POST EA 1,250.0000 12,500.00 1.000 1,250.00 50 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 2,500.00 0.000 0.00 METHOD) 51 PREPARE AND PAINT CONCRETE M2 20.0000 26,600.00 0.000 0.00 52 ALTERNATIVE PIPE INLET EA 5,200.0000 5,200.00 0.000 0.00 53 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 157,500.00 663.210 165,802.50 54 600 MM REINFORCED CONCRETE PIPE M 180.0000 716,400.00 13.700 2,466.00 3,096.960 557,452.80 55 750 MM REINFORCED CONCRETE PIPE M 300.0000 48,000.00 154.800 46,440.00 56 900 MM REINFORCED CONCRETE PIPE M 250.0000 95,000.00 143.800 35,950.00 57 1200 MM REINFORCED CONCRETE PIPE M 715.0000 19,305.00 166.800 119,262.00 PROGRAM CAS145 PAGE 7 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:52 PM ESTIMATE NO. 39 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 900 MM BITUMINOUS LINED AND COATED M 565.0000 11,300.00 0.000 0.00 CORRUGATED STEEL PIPE (4.27 MM THICK) 59 100 MM PLASTIC PIPE UNDERDRAIN (MOD) M 19.0000 15,200.00 756.000 14,364.00 60 450 MM ALTERNATIVE PIPE DOWNDRAIN M 195.0000 48,750.00 -42.480 -8,283.60 372.960 72,727.20 61 600 MM ALTERNATIVE PIPE DOWNDRAIN M 390.0000 42,900.00 21.790 8,498.10 62 25 MM COMBINATION AIR AND VACUUM VALVE EA 1,700.0000 5,100.00 2.000 3,400.00 63 300 MM DUCTILE IRON PIPE CLASS 250 WITH M 330.0000 42,900.00 92.850 30,640.50 RESTRAINED JOINT 64 300 MM FLEXIBLE EXPANSION JOINT WITH EA 3,200.0000 19,200.00 6.000 19,200.00 MECHANICAL JOINT ENDS 65 GRATED LINE DRAIN M 256.0000 81,920.00 259.000 66,304.00 66 900 MM BITUMINOUS LINED AND COATED M 1,000.0000 8,000.00 0.000 0.00 CORRUGATED STEEL PIPE RISER (4.27 MM THICK) 67 300 MM WELDED STEEL PIPE M 590.0000 212,400.00 360.020 212,411.80 (9.53 MM THICK) 68 900 MM REINFORCED CONCRETE PIPE FLARED EA 1,250.0000 1,250.00 1.000 1,250.00 END SECTION 69 300 MM GATE VALVE EA 2,000.0000 16,000.00 8.000 16,000.00 70 450 MM ALTERNATIVE PIPE RISER M 950.0000 5,700.00 17.900 17,005.00 71 600 MM ALTERNATIVE PIPE RISER M 1,600.0000 19,200.00 0.000 0.00 72 900 MM ALTERNATIVE PIPE RISER M 1,780.0000 12,460.00 4.870 8,668.60 73 MINOR CONCRETE (PIPE ENCASEMENT) M3 120.0000 36,000.00 105.990 12,718.80 416.010 49,921.20 74 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 145.0000 3,625.00 159.400 23,113.00 75 ROCK SLOPE PROTECTION M3 85.0000 51,850.00 103.350 8,784.75 (BACKING NO. 2, METHOD B) 76 ROCK SLOPE PROTECTION (1T, METHOD B) M3 85.0000 90,950.00 337.600 28,696.00 77 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 85.0000 78,200.00 11.400 969.00 78 CONCRETE (CONCRETE APRON) M3 600.0000 8,400.00 1.000 600.00 79 SLOPE PAVING (EXPOSED AGGREGATE) M2 250.0000 270,000.00 0.000 0.00 F) 80 MINOR CONCRETE (DITCH LINING) M3 500.0000 70,000.00 115.200 57,600.00 81 ROCK SLOPE PROTECTION FABRIC M2 4.0000 8,600.00 235.800 943.20 82 MINOR CONCRETE (CURB AND SIDEWALK) M3 550.0000 110,000.00 137.360 75,548.00 83 MINOR CONCRETE (TEXTURED PAVING) M2 70.0000 72,800.00 248.000 17,360.00 PROGRAM CAS145 PAGE 8 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:52 PM ESTIMATE NO. 39 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 MISCELLANEOUS IRON AND STEEL KG 3.0000 49,800.00 15,025.000 45,075.00 S) 85 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 265,000.00 15,246.000 152,460.00 S) 86 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 96,000.00 0.000 0.00 SF) 87 DELINEATOR (CLASS 1) EA 40.0000 12,000.00 0.000 0.00 88 MILEPOST MARKER EA 60.0000 360.00 0.000 0.00 89 GUARD RAILING DELINEATOR EA 20.0000 1,080.00 65.000 1,300.00 90 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 59,500.00 1,551.080 131,841.80 S) 91 CHAIN LINK RAILING (TYPE 7) M 180.0000 59,220.00 116.000 20,880.00 F) 92 TUBULAR HANDRAILING M 150.0000 66,000.00 0.000 0.00 S) 93 TUBULAR PIPE HAND RAILING M 660.0000 117,480.00 0.000 0.00 F) 94 PERFORATED STEEL SCREEN (PILASTER) EA 3,400.0000 27,200.00 0.000 0.00 S) 95 PERFORATED STEEL SCREEN (SCONCE) EA 3,400.0000 40,800.00 0.000 0.00 S) 96 CONCRETE BARRIER (TYPE 26 MODIFIED) M 370.0000 78,440.00 106.000 39,220.00 F) 97 CONCRETE BARRIER (TYPE 27B) M 285.0000 210,900.00 740.000 210,900.00 98 CONCRETE BARRIER (TYPE A) M 170.0000 486,200.00 705.720 119,972.40 99 CABLE RAILING M 250.0000 1,000.00 0.000 0.00 F) 00 TERMINAL SECTION (TYPE B) EA 250.0000 1,000.00 0.000 0.00 S) 01 END SECTION EA 250.0000 1,000.00 1.000 250.00 S) 02 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 27,500.00 5.000 12,500.00 S) 03 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 6,400.00 5.000 4,000.00 S) 04 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 200,000.00 1.000 50,000.00 S) 05 CRASH CUSHION (QUADGUARD) EA 50,000.0000 50,000.00 0.000 0.00 S) 06 CONCRETE BARRIER (TYPE 60) M 150.0000 25,500.00 248.000 37,200.00 248.000 37,200.00 07 CONCRETE BARRIER (TYPE 60A) M 150.0000 34,800.00 232.000 34,800.00 F) 08 CONCRETE BARRIER (TYPE 60C) M 232.0000 211,120.00 960.000 222,720.00 09 CONCRETE BARRIER (TYPE 60SC) M 200.0000 13,400.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 80) M 220.0000 160,380.00 516.200 113,564.00 F) PROGRAM CAS145 PAGE 9 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:52 PM ESTIMATE NO. 39 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 CONCRETE BARRIER (TYPE 80) (R) M 230.0000 87,400.00 214.000 49,220.00 12 CONCRETE BARRIER (TYPE 60 A) (R) M 150.0000 198,000.00 0.000 0.00 13 CONCRETE BARRIER (TYPE KA26) (R) M 170.0000 44,200.00 259.230 44,069.10 14 CONCRETE BARRIER (TYPE 732 MODIFIED) M 160.0000 486,400.00 1,432.306 229,168.96 (R) 15 CONCRETE BARRIER (TYPE 736 MODIFIED) M 175.0000 57,750.00 121.000 21,175.00 (R) 16 CONCRETE BARRIER (TYPE 732) M 160.0000 73,760.00 230.700 36,912.00 F) 17 CONCRETE BARRIER (TYPE KA26) M 160.0000 21,600.00 135.000 21,600.00 F) 18 CONCRETE BARRIER (TYPE 732 MODIFIED) M 160.0000 47,200.00 132.000 21,120.00 F) 19 CONCRETE BARRIER (TYPE 732 A MODIFIED) M 230.0000 5,060.00 22.000 5,060.00 F) 20 CONCRETE BARRIER (TYPE 736 MODIFIED) M 170.0000 22,950.00 135.000 22,950.00 F) 21 CONCRETE BARRIER (TYPE 736 R MODIFIED) M 175.0000 23,625.00 135.000 23,625.00 F) 22 THERMOPLASTIC PAVEMENT MARKING M2 29.0000 28,130.00 79.650 2,309.85 S) 23 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 200.00 0.000 0.00 S) 24 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 19,500.00 368.000 1,104.00 S) 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,040.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,290.00 34.000 34.00 S) (BROKEN 5.18 M - 2.14 M) 27 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 69,480.00 148,372.840 59,349.14 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 42,100.00 24,003.000 24,003.00 S) 29 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 66,600.00 9,660.000 28,980.00 S) 30 SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 0.507 30,420.00 S) 31 SIGNAL AND LIGHTING (LOCATION 2) LS 82,000.0000 82,000.00 1.000 82,000.00 S) 32 LIGHTING (CITY STREET) LS 125,000.0000 125,000.00 0.575 71,875.00 S) 33 LIGHTING (BIKE BATH) LS 87,000.0000 87,000.00 0.000 0.00 S) 34 LIGHTING AND SIGN ILLUMINATION LS 360,000.0000 360,000.00 0.710 255,600.00 S) 35 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 10,000.0000 10,000.00 0.000 0.00 S) 36 LIGHTING CONDUIT (BRIDGE) M 40.0000 25,120.00 0.000 0.00 SF) 37 COMMUNICATION CONDUIT (BRIDGE) M 40.0000 39,000.00 215.000 8,600.00 F) PROGRAM CAS145 PAGE 10 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:52 PM ESTIMATE NO. 39 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 COMMUNICATION CONDUIT (BRIDGE) (R) M 40.0000 6,800.00 0.000 0.00 S) 39 SPRINKLER CONTROL CONDUIT (BRIDGE) M 40.0000 30,600.00 0.000 0.00 SF) 40 SPRINKLER CONTROL CONDUIT (BRIDGE)(R) M 40.0000 14,400.00 215.000 8,600.00 S) 41 TRAFFIC MONITORING STATION (LOCATION 1) LS 35,000.0000 35,000.00 0.610 21,350.00 S) 42 TRAFFIC MONITORING STATION (LOCATION 2) LS 27,000.0000 27,000.00 0.976 26,352.00 S) 43 TRAFFIC MONITORING STATION (LOCATION 3) LS 27,000.0000 27,000.00 0.925 24,975.00 S) 44 TRAFFIC MONITORING STATION (LOCATION 4) LS 27,000.0000 27,000.00 0.145 3,915.00 S) 45 FIBER OPTIC COMMUNICATION SYSTEM LS 850,000.0000 850,000.00 0.482 409,700.00 S) 46 RAMP METERING SYSTEM (LOCATION 1) LS 107,000.0000 107,000.00 0.500 53,500.00 S) 47 RAMP METERING SYSTEM (LOCATION 2) LS 87,000.0000 87,000.00 0.264 22,968.00 S) 48 CONNECTIONS TO WATER MAINS LS 48,000.0000 48,000.00 0.000 0.00 S) 49 150 MM FIRE HYDRANT ASSEMBLY EA 9,000.0000 27,000.00 2.000 18,000.00 S) 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 CONCRETE PAVEMENT M3 185.0000 3,034,000.00 14,277.391 2,641,317.34 S) (DOWELED TRANSVERSE JOINTS) 52 CONCRETE PAVEMENT M3 140.0000 2,226,000.00 10,127.192 1,417,806.88 (UNDOWELED TRANSVERSE JOINTS) 53 500 MM WELDED STEEL PIPE CASING M 450.0000 10,800.00 40.240 18,108.00 (9.53 MM THICK) PROGRAM CAS145 PAGE 11 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080924 TIME 01:52 PM ESTIMATE NO. 39 BID OPENING 08/05/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,741,618.38 55,904,996.20 ADJUSTMENT OF COMPENSATION 0.00 3,947,134.05 EXTRA WORK 182,750.13 2,033,136.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,924,368.51 61,885,267.09 54 MOBILIZATION LS 8200,000.0000 8,200,000.00 1.000 8,200,000.00 ORIGINAL CONTRACT AMOUNT 81,952,560.00 TOTAL WORK COMPLETED 1,924,368.51 70,085,267.09 MATERIALS ON HAND ON SITE 1,660,255.13 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -289,142.73 TOTAL 1,914,368.51 71,456,379.49 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 254 MOBILIZATION 8,195,256.00 8,200,000.00 4,744.00 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 09/22/04 950 10/07/04 10/07/04 07/02/08 691 47 184 0 77% 61% PROGRESS IS SATISFACTORY JAVED, FARIDUN RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 09/24/07