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 08/21/07 EST. NO.08 TIME 08:48 AM R.E. NAME: LAYMOUN MOAID 04-270834 --------------------------------------------------------------------------- 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 0037 410.16 E.W. @ F.A.(+) 062907 N 0044.0 005 0001 54,240.00 E.W. @ L.S.(+) 062007 N 0043.0 0002 5,424.00 081507 N 43-1 0 60,074.16 TOTAL THIS ESTIMATE 35,044.10 TOTAL PREVIOUS ESTIMATE 95,118.26 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 08/21/07 EST. NO.08 TIME 08:48 AM R.E. NAME: LAYMOUN MOAID 04-270834 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270834 TIME 08:48 AM ESTIMATE NO. 08 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LAYMOUN MOAID DATE OF THIS ESTIMATE 08/21/07 LOCATION PROGRESS ESTIMATE 04-SM-280-R0.0/R18.5 ----------------- O. C. JONES & SONS, INC IN SAN MATEO COUNTY FROM 3045 ALFRED STREET SANTA CLARA COUNTY LINE TO LARKSPUR SANTA CLARA, CA 95054 DRIVE UNDERCROSSING IN MILLBREA FED. AID NO. ACIM-280 -1(110)E UPGRADE 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 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD LS 500,000.0000 500,000.00 0.110 55,000.00 0.790 395,000.00 03 TEMPORARY FENCE (TYPE ESA) M 5.0000 14,100.00 1,752.000 8,760.00 04 HEALTH AND SAFETY PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 05 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 0.110 3,850.00 0.790 27,650.00 07 TEMPORARY SILT FENCE M 4.0000 108,400.00 1,125.000 4,500.00 08 TEMPORARY COVER M2 10.0000 2,000.00 323.020 3,230.20 09 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 12,500.00 55.000 13,750.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.773 7,730.00 11 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.700 6,300.00 S) 12 TRAFFIC CONTROL SYSTEM LS 555,000.0000 555,000.00 0.110 61,050.00 0.790 438,450.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 12,000.00 0.500 3,000.00 2.000 12,000.00 S) 14 TEMPORARY RAILING (TYPE K) M 30.0000 813,000.00 25,356.290 760,688.70 15 TEMPORARY CRASH CUSHION MODULE EA 175.0000 64,750.00 370.000 64,750.00 S) 16 REMOVE METAL BEAM GUARD RAILING M 18.0000 361,800.00 19,244.650 346,403.70 17 REMOVE DOUBLE METAL BEAM BARRIER M 17.0000 104,550.00 -1,269.910 -21,588.47 6,150.000 104,550.00 18 REMOVE DOUBLE METAL BEAM GUARDRAILING ON M 20.0000 1,660.00 84.000 1,680.00 BRIDGE 19 REMOVE ASPHALT CONCRETE DIKE M 10.0000 55,100.00 5,851.160 58,511.60 20 REMOVE OVERSIDE DRAIN EA 1,250.0000 3,750.00 4.000 5,000.00 21 REMOVE CULVERT M 110.0000 4,400.00 2.600 286.00 22 REMOVE INLET EA 900.0000 4,500.00 1.000 900.00 PROGRAM CAS145 PAGE 2 DATE 08/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270834 TIME 08:48 AM ESTIMATE NO. 08 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LAYMOUN MOAID DATE OF THIS ESTIMATE 08/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ADJUST INLET EA 1,800.0000 18,000.00 0.000 0.00 24 MODIFY INLET EA 500.0000 8,500.00 40.000 20,000.00 25 REMOVE CRASH CUSHION EA 3,000.0000 3,000.00 1.000 3,000.00 26 CLEARING AND GRUBBING LS 110,000.0000 110,000.00 1.000 110,000.00 27 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.110 1,650.00 0.790 11,850.00 28 ROADWAY EXCAVATION (TYPE Z-2) M3 260.0000 1,713,400.00 -820.000 -213,200.00 6,955.670 1,808,474.20 (AERIALLY DEPOSITED LEAD) 29 FIBER (EROSION CONTROL) KG 1.0000 5,700.00 0.000 0.00 S) 30 FIBER ROLLS M 9.0000 243,900.00 0.000 0.00 31 COMPOST (EROSION CONTROL) M3 100.0000 3,600.00 0.000 0.00 S) 32 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,500.0000 7,500.00 0.000 0.00 S) 33 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 47,000.00 0.000 0.00 S) 34 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 1,250.00 0.000 0.00 S) 35 CLASS 3 AGGREGATE BASE M3 95.0000 123,500.00 -247.390 -23,502.05 1,300.000 123,500.00 36 ASPHALT CONCRETE (TYPE A) TONN 110.0000 1,005,400.00 540.720 59,479.20 9,140.000 1,005,400.00 37 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 550.0000 2,750.00 0.000 0.00 AREA) 38 ASPHALTIC EMULSION (PAINT BINDER) TONN 980.0000 19,600.00 2.980 2,920.40 20.000 19,600.00 39 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 161,000.00 75.210 105,294.00 F) 40 300 MM ALTERNATIVE PIPE CULVERT M 1,200.0000 10,800.00 10.670 12,804.00 41 450 MM ALTERNATIVE PIPE CULVERT M 425.0000 165,750.00 475.700 202,172.50 42 600 MM ALTERNATIVE PIPE CULVERT M 6,600.0000 3,960.00 0.000 0.00 43 750 MM ALTERNATIVE PIPE CULVERT M 3,200.0000 4,480.00 0.000 0.00 44 MINOR CONCRETE (MISCELLANEOUS M3 1,500.0000 79,500.00 26.400 39,600.00 26.400 39,600.00 CONSTRUCTION) 45 MISCELLANEOUS IRON AND STEEL KG 2.3000 33,534.00 14,284.000 32,853.20 SF) 46 SINGLE THRIE BEAM BARRIER M 108.0000 105,840.00 450.770 48,683.16 797.240 86,101.92 S) 47 DOUBLE THRIE BEAM BARRIER M 160.0000 56,000.00 201.450 32,232.00 343.550 54,968.00 S) 48 TRANSITION RAILING (TYPE STB) EA 3,450.0000 65,550.00 5.000 17,250.00 12.000 41,400.00 S) 49 TRANSITION RAILING (TYPE DTB) EA 3,850.0000 19,250.00 4.000 15,400.00 5.000 19,250.00 S) PROGRAM CAS145 PAGE 3 DATE 08/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270834 TIME 08:48 AM ESTIMATE NO. 08 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LAYMOUN MOAID DATE OF THIS ESTIMATE 08/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RETURN CAP (TYPE TA) EA 500.0000 500.00 0.000 0.00 S) 51 END ANCHOR ASSEMBLY (TYPE SFT) EA 775.0000 2,325.00 1.000 775.00 S) 52 CONCRETE BARRIER TYPE 60 M 220.0000 2,838,000.00 851.020 187,224.40 12,900.000 2,838,000.00 (ARCHITECTURALLY TREATED) 53 CONCRETE BARRIER TYPE 60A MODIFIED M 340.0000 28,220.00 83.000 28,220.00 83.000 28,220.00 (ARCHITECTURALLY TREATED) 54 CONCRETE BARRIER TYPE 60C M 330.0000 4,686,000.00 5,041.500 1,663,695.00 13,949.140 4,603,216.20 (ARCHITECTURALLY TREATED) 55 INDUCTIVE LOOP DETECTOR LS 42,000.0000 42,000.00 0.750 31,500.00 0.750 31,500.00 S) PROGRAM CAS145 PAGE 4 DATE 08/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270834 TIME 08:48 AM ESTIMATE NO. 08 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LAYMOUN MOAID DATE OF THIS ESTIMATE 08/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,992,463.64 13,466,244.22 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 60,074.16 95,118.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,052,537.80 13,561,362.48 56 MOBILIZATION LS 1585,000.0000 1,585,000.00 1.000 1,585,000.00 ORIGINAL CONTRACT AMOUNT 15,897,319.00 TOTAL WORK COMPLETED 2,052,537.80 15,146,362.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,052,537.80 15,146,362.48 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 12/08/06 197 12/26/06 12/26/06 12/03/07 128 36 0 1 93% 64% PROGRESS IS SATISFACTORY LAYMOUN MOAID RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 08/21/07