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 07/21/07 EST. NO.07 TIME 09:07 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 0001 4,606.81 E.W. @ F.A.(+) 011507 N 0001.0 0002 2,191.07 012207 N 0002.0 0003 2,191.07 012307 N 0003.0 0004 2,515.62 012407 N 0004.0 0006 1,496.93 012607 N 0006.0 0007 1,638.56 012907 N 0007.0 0008 1,489.50 013007 N 0008.0 0009 2,071.33 013107 N 0009.0 0010 1,687.70 020107 N 0010.0 0011 1,061.69 020207 N 0011.0 0016 637.02 020207 N 0016.0 0017 1,056.15 021507 N 0018.0 0019 785.33 012407 N 0020.0 0021 437.41 012607 N 0022.0 0022 575.45 013007 N 0023.0 0023 1,464.03 031407 N 0024.0 0024 1,560.04 031507 N 0025.0 0025 845.31 022807 N 0027.0 0026 845.31 030107 N 0028.0 0027 750.70 030707 N 0031.0 0028 646.44 030807 N 0032.0 0029 646.44 030907 N 0033.0 31,199.91 TOTAL THIS ESTIMATE 3,844.19 TOTAL PREVIOUS ESTIMATE 35,044.10 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 07/21/07 EST. NO.07 TIME 09:07 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 07/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270834 TIME 09:07 AM ESTIMATE NO. 07 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 07/20/07 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 07/21/07 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 0.250 1,250.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD LS 500,000.0000 500,000.00 0.110 55,000.00 0.680 340,000.00 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 0.680 23,800.00 07 TEMPORARY SILT FENCE M 4.0000 108,400.00 169.000 676.00 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 0.263 2,630.00 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 0.680 377,400.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 12,000.00 1.500 9,000.00 S) 14 TEMPORARY RAILING (TYPE K) M 30.0000 813,000.00 1,042.680 31,280.40 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 3,602.000 64,836.00 19,244.650 346,403.70 17 REMOVE DOUBLE METAL BEAM BARRIER M 17.0000 104,550.00 1,022.000 17,374.00 7,419.910 126,138.47 18 REMOVE DOUBLE METAL BEAM GUARDRAILING ON M 20.0000 1,660.00 84.000 1,680.00 84.000 1,680.00 BRIDGE 19 REMOVE ASPHALT CONCRETE DIKE M 10.0000 55,100.00 2,343.000 23,430.00 5,851.160 58,511.60 20 REMOVE OVERSIDE DRAIN EA 1,250.0000 3,750.00 4.000 5,000.00 4.000 5,000.00 21 REMOVE CULVERT M 110.0000 4,400.00 2.600 286.00 2.600 286.00 22 REMOVE INLET EA 900.0000 4,500.00 1.000 900.00 1.000 900.00 PROGRAM CAS145 PAGE 2 DATE 07/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270834 TIME 09:07 AM ESTIMATE NO. 07 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 07/20/07 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 07/21/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 4,000.00 40.000 20,000.00 25 REMOVE CRASH CUSHION EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 26 CLEARING AND GRUBBING LS 110,000.0000 110,000.00 0.430 47,300.00 1.000 110,000.00 27 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.110 1,650.00 0.680 10,200.00 28 ROADWAY EXCAVATION (TYPE Z-2) M3 260.0000 1,713,400.00 2,026.000 526,760.00 7,775.670 2,021,674.20 (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 123,500.00 490.700 46,616.50 1,547.390 147,002.05 36 ASPHALT CONCRETE (TYPE A) TONN 110.0000 1,005,400.00 2,167.470 238,421.70 8,599.280 945,920.80 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 3.150 3,087.00 17.020 16,679.60 39 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 161,000.00 21.210 29,694.00 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 165,750.00 261.600 111,180.00 475.700 202,172.50 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 0.000 0.00 CONSTRUCTION) 45 MISCELLANEOUS IRON AND STEEL KG 2.3000 33,534.00 6,492.000 14,931.60 14,284.000 32,853.20 SF) 46 SINGLE THRIE BEAM BARRIER M 108.0000 105,840.00 346.470 37,418.76 346.470 37,418.76 S) 47 DOUBLE THRIE BEAM BARRIER M 160.0000 56,000.00 142.100 22,736.00 142.100 22,736.00 S) 48 TRANSITION RAILING (TYPE STB) EA 3,450.0000 65,550.00 7.000 24,150.00 7.000 24,150.00 S) 49 TRANSITION RAILING (TYPE DTB) EA 3,850.0000 19,250.00 1.000 3,850.00 1.000 3,850.00 S) PROGRAM CAS145 PAGE 3 DATE 07/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270834 TIME 09:07 AM ESTIMATE NO. 07 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 07/20/07 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 07/21/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 775.00 S) 52 CONCRETE BARRIER TYPE 60 M 220.0000 2,838,000.00 60.000 13,200.00 12,048.980 2,650,775.60 (ARCHITECTURALLY TREATED) 53 CONCRETE BARRIER TYPE 60A MODIFIED M 340.0000 28,220.00 0.000 0.00 (ARCHITECTURALLY TREATED) 54 CONCRETE BARRIER TYPE 60C M 330.0000 4,686,000.00 8,907.640 2,939,521.20 (ARCHITECTURALLY TREATED) 55 INDUCTIVE LOOP DETECTOR LS 42,000.0000 42,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 07/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270834 TIME 09:07 AM ESTIMATE NO. 07 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 07/20/07 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 07/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,398,012.96 11,473,780.58 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 31,199.91 35,044.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,429,212.87 11,508,824.68 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 1,429,212.87 13,093,824.68 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,429,212.87 13,093,824.68 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 12/26/07 12/03/07 107 36 0 1 80% 54% PROGRESS IS SATISFACTORY LAYMOUN, MOAID RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/07