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 09/20/07 EST. NO.06 TIME 08:35 AM R.E. NAME: LAYMOUN, MOAID 04-270524 --------------------------------------------------------------------------- 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 0020 689.65 E.W. @ F.A.(+) 081307 N 0037.0 007 0003 326.37 E.W. @ F.A.(+) 062007 N 0026.0 1,016.02 TOTAL THIS ESTIMATE 81,816.34 TOTAL PREVIOUS ESTIMATE 82,832.36 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 09/20/07 EST. NO.06 TIME 08:35 AM R.E. NAME: LAYMOUN, MOAID 04-270524 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC DED. 669.14 TONN -1,304.82 04 0.00 -1,304.82 TOTAL DEDUCTIONS 0.00 -1,304.82 PROGRAM CAS145 PAGE 1 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270524 TIME 08:35 AM ESTIMATE NO. 06 BID OPENING 01/24/07 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: LAYMOUN, MOAID DATE OF THIS ESTIMATE 09/20/07 LOCATION PROGRESS ESTIMATE 04-SCL-280-R0.0/20.6 ----------------- O. C. JONES & SONS, INC IN SANTA CLARA COUNTY AT VARIOUS 3045 ALFRED STRRET LOCATIONS SANTA CLARA, CA 95054 FED. AID NO. ACIM-280 -1(113)E UPGRADE METAL BEAM MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.750 3,000.00 02 TIME-RELATED OVERHEAD LS 200,000.0000 200,000.00 0.125 25,000.00 0.649 129,800.00 03 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.125 3,750.00 0.649 19,470.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 50,000.00 7.000 17,500.00 8.000 20,000.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 87,500.00 57.000 19,950.00 07 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.500 10,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 0.125 81,250.00 0.649 421,850.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 28,000.00 4.000 28,000.00 S) 10 TEMPORARY RAILING (TYPE K) M 40.0000 756,000.00 12,274.700 490,988.00 11 TEMPORARY CRASH CUSHION MODULE EA 175.0000 44,100.00 168.000 29,400.00 S) 12 ABANDON CULVERT M 100.0000 1,200.00 0.000 0.00 13 REMOVE METAL BEAM GUARD RAILING M 50.0000 900.00 0.000 0.00 14 REMOVE SINGLE METAL BEAM BARRIER M 23.0000 188,140.00 8,040.000 184,920.00 15 REMOVE DOUBLE METAL BEAM BARRIER M 23.0000 64,400.00 1,797.000 41,331.00 16 REMOVE ASPHALT CONCRETE DIKE M 8.0000 18,080.00 2,252.000 18,016.00 17 REMOVE CULVERT M 140.0000 10,500.00 4.810 673.40 51.160 7,162.40 18 REMOVE INLET EA 1,000.0000 3,000.00 2.000 2,000.00 19 REMOVE BASE AND SURFACING M3 110.0000 22,000.00 124.000 13,640.00 20 RELOCATE ROADSIDE SIGN EA 450.0000 1,350.00 0.000 0.00 21 MODIFY INLET EA 2,600.0000 26,000.00 3.000 7,800.00 22 MODIFY INLET TO MANHOLE EA 2,500.0000 5,000.00 1.000 2,500.00 PROGRAM CAS145 PAGE 2 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270524 TIME 08:35 AM ESTIMATE NO. 06 BID OPENING 01/24/07 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: LAYMOUN, MOAID DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 78,000.00 0.000 0.00 24 REMOVE CONCRETE M3 200.0000 10,000.00 7.760 1,552.00 22.310 4,462.00 25 CLEAN BRIDGE DECK M2 80.0000 1,760.00 22.000 1,760.00 26 CAP INLET EA 800.0000 5,600.00 5.000 4,000.00 27 REMOVE METAL BEAM BARRIER M 50.0000 1,800.00 0.000 0.00 28 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 29 ROADWAY EXCAVATION M3 120.0000 236,400.00 1,949.570 233,948.40 30 ROADWAY EXCAVATION (TYPE Z-2) M3 245.0000 465,500.00 263.840 64,640.80 1,110.840 272,155.80 (AERIALLY DEPOSITED LEAD) 31 ROADWAY EXCAVATION (TYPE Z-3) M3 405.0000 376,650.00 867.000 351,135.00 (AERIALLY DEPOSITED LEAD) 32 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 33 DITCH EXCAVATION M3 150.0000 2,700.00 0.000 0.00 34 EROSION CONTROL (NETTING) M2 9.0000 2,070.00 0.000 0.00 S) 35 FIBER (EROSION CONTROL) KG 1.0000 700.00 0.000 0.00 S) 36 FIBER ROLLS M 9.0000 17,550.00 0.000 0.00 S) 37 COMPOST (EROSION CONTROL) M3 250.0000 2,500.00 0.000 0.00 S) 38 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 10,010.00 0.000 0.00 S) 39 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 320.00 0.000 0.00 S) 40 CLASS 4 AGGREGATE SUBBASE M3 55.0000 130,900.00 1,328.000 73,040.00 41 LEAN CONCRETE BASE M3 390.0000 218,400.00 0.000 0.00 42 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 600.0000 5,400.00 0.000 0.00 43 ASPHALT CONCRETE (TYPE A) TONN 110.0000 1,155,000.00 550.980 60,607.80 1,986.170 218,478.70 44 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 23.0000 35,880.00 0.000 0.00 AREA) 45 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 150.0000 3,000.00 0.000 0.00 46 ASPHALTIC EMULSION (PAINT BINDER) TONN 900.0000 23,400.00 0.000 0.00 47 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 224,000.00 15.550 24,880.00 64.160 102,656.00 48 MINOR CONCRETE (BACKFILL) M3 220.0000 451,000.00 537.120 118,166.40 943.100 207,482.00 49 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 165.0000 21,450.00 52.840 8,718.60 131.970 21,775.05 PROGRAM CAS145 PAGE 3 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270524 TIME 08:35 AM ESTIMATE NO. 06 BID OPENING 01/24/07 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: LAYMOUN, MOAID DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 165.0000 10,890.00 0.000 0.00 51 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 170.0000 523,600.00 352.130 59,862.10 1,703.170 289,538.90 52 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 170.0000 122,400.00 461.200 78,404.00 53 300 MM SLOTTED CORRUGATED STEEL PIPE M 330.0000 24,090.00 0.000 0.00 (1.63 MM THICK) 54 450 MM SLOTTED CORRUGATED STEEL PIPE M 340.0000 95,200.00 250.000 85,000.00 (2.01 MM THICK) 55 FILTER FABRIC M2 20.0000 1,120.00 0.000 0.00 56 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 170.0000 35,700.00 169.900 28,883.00 (2.01 MM THICK) 57 300 MM ANCHOR ASSEMBLY EA 800.0000 52,800.00 30.000 24,000.00 30.000 24,000.00 58 300 MM ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 1.000 500.00 59 ROCK SLOPE PROTECTION M3 1,000.0000 7,000.00 0.000 0.00 (FACING, METHOD B) 60 CONCRETE (DITCH LINING) M3 1,300.0000 32,500.00 0.000 0.00 61 MINOR CONCRETE (MISCELLANEOUS M3 1,700.0000 238,000.00 0.000 0.00 CONSTRUCTION) 62 MISCELLANEOUS IRON AND STEEL KG 4.0000 71,600.00 3,084.000 12,336.00 9,580.000 38,320.00 F) 63 SINGLE THRIE BEAM BARRIER (STEEL POST) M 92.0000 30,360.00 0.000 0.00 64 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 140.0000 376,600.00 0.000 0.00 65 TERMINAL SYSTEM (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 66 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 1,000.0000 1,000.00 0.000 0.00 67 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 2,200.00 0.000 0.00 68 CRASH CUSHION, SAND FILLED EA 3,800.0000 3,800.00 0.000 0.00 69 CONCRETE BARRIER (TYPE 60) M 191.0000 166,170.00 832.500 159,007.50 70 CONCRETE BARRIER M 205.0000 135,300.00 184.000 37,720.00 184.000 37,720.00 (TYPE 60 - ARCHITECTURALLY TREATED) 71 CONCRETE BARRIER (TYPE 60C) M 257.0000 298,120.00 811.760 208,622.32 72 CONCRETE BARRIER M 416.0000 70,720.00 163.780 68,132.48 163.780 68,132.48 (TYPE 60 MODIFIED- ARCHITECTURALLY TREATED) 73 CONCRETE BARRIER (TYPE 60E) M 507.0000 12,675.00 24.950 12,649.65 24.950 12,649.65 74 CONCRETE BARRIER M 290.0000 2,227,200.00 5,352.520 1,552,230.80 5,352.520 1,552,230.80 (TYPE 60C - ARCHITECTURALLY TREATED) 75 CONCRETE BARRIER (TYPE 60A MODIFIED) M 588.0000 21,168.00 35.600 20,932.80 35.600 20,932.80 F) PROGRAM CAS145 PAGE 4 DATE 09/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270524 TIME 08:35 AM ESTIMATE NO. 06 BID OPENING 01/24/07 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: LAYMOUN, MOAID DATE OF THIS ESTIMATE 09/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,195,102.83 5,649,661.80 ADJUSTMENT OF COMPENSATION 0.00 9,580.84 EXTRA WORK 1,016.02 73,251.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,196,118.85 5,732,494.16 76 MOBILIZATION LS 1150,000.0000 1,150,000.00 0.050 57,500.00 1.000 1,150,000.00 ORIGINAL CONTRACT AMOUNT 11,510,873.00 TOTAL WORK COMPLETED 2,253,618.85 6,882,494.16 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,304.82 TOTAL 2,253,618.85 6,881,189.34 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 02/14/07 167 04/16/07 04/16/07 01/25/08 106 4 10 14 59% 52% PROGRESS IS SATISFACTORY LAYMOUN, MOAID RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 09/20/07