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 06/13/09 EST. NO.09 TIME 08:27 AM R.E. NAME: WASHINGTON, MARCUS 04-270844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0007 92.34 E.W. @ F.A.(+) 052109 N TDW060 0008 205.46 052109 N TDW070 297.80 TOTAL THIS ESTIMATE 105,387.29 TOTAL PREVIOUS ESTIMATE 105,685.09 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 06/13/09 EST. NO.09 TIME 08:27 AM R.E. NAME: WASHINGTON, MARCUS 04-270844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270844 TIME 08:27 AM ESTIMATE NO. 09 BID OPENING 07/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: WASHINGTON, MARCUS DATE OF THIS ESTIMATE 06/13/09 LOCATION PROGRESS ESTIMATE 04-SM-1-R43.2/R48.6 ----------------- 04-SM-280-18.5/27.4 DESILVA GATES CONSTRUCTION IN SAN MATEO AND SAN FRANCISCO 04-SF-280-3.8/4.0 P.O. BOX 2909 COUNTIES AT VARIOUS LOCATIONS DUBLIN, CA 94568 FED. AID NO. ACST-P307-2(58)E ,PGH-P307-2(58)E REPLACE EXISTING 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 1,000.0000 1,000.00 0.000 0.00 02 TIME-RELATED OVERHEAD LS 324,000.0000 324,000.00 0.290 93,960.00 03 TEMPORARY FENCE (TYPE ESA) M 7.0000 13,930.00 0.000 0.00 04 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 0.290 290.00 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 06 TEMPORARY SILT FENCE M 7.0000 39,900.00 2,699.000 18,893.00 07 TEMPORARY COVER M2 5.0000 1,500.00 826.000 4,130.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 12,600.00 12.000 2,400.00 55.000 11,000.00 09 STREET SWEEPING LS 5,000.0000 5,000.00 0.120 600.00 0.250 1,250.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.000 0.00 11 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.700 3,500.00 S) 12 TRAFFIC CONTROL SYSTEM LS 214,905.0000 214,905.00 0.250 53,726.25 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,440.00 24.000 720.00 36.000 1,080.00 S) 14 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 1,000.00 0.000 0.00 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.500 5,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 35.0000 822,500.00 1,901.950 66,568.25 18,569.640 649,937.40 17 TEMPORARY CRASH CUSHION MODULE EA 300.0000 29,400.00 60.000 18,000.00 98.000 29,400.00 S) 18 REMOVE METAL BEAM GUARD RAILING M 15.0000 147,150.00 3,437.870 51,568.05 9,091.170 136,367.55 S) 19 REMOVE DOUBLE THRIE BEAM BARRIER M 15.0000 78,600.00 -764.500 -11,467.50 1,018.500 15,277.50 S) 20 REMOVE ASPHALT CONCRETE DIKE M 4.0000 2,120.00 673.300 2,693.20 2,082.600 8,330.40 21 SALVAGE CONCRETE BARRIER (TYPE K) M 5.0000 11,650.00 0.000 0.00 22 ADJUST INLET EA 1,000.0000 17,000.00 2.000 2,000.00 PROGRAM CAS145 PAGE 2 DATE 06/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270844 TIME 08:27 AM ESTIMATE NO. 09 BID OPENING 07/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: WASHINGTON, MARCUS DATE OF THIS ESTIMATE 06/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 MODIFY INLET EA 2,000.0000 16,000.00 1.000 2,000.00 24 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 6,700.00 0.000 0.00 25 CLEARING AND GRUBBING LS 126,000.0000 126,000.00 0.300 37,800.00 0.900 113,400.00 26 ROADWAY EXCAVATION (TYPE Z-2) M3 180.0000 1,621,800.00 1,678.800 302,184.00 5,064.250 911,565.00 (AERIALLY DEPOSITED LEAD) 27 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 28 CONCRETE BACKFILL M3 200.0000 52,000.00 100.120 20,024.00 198.530 39,706.00 29 IMPORTED BORROW M3 50.0000 7,500.00 0.000 0.00 30 HIGHWAY PLANTING LS 40,000.0000 40,000.00 0.000 0.00 S) 31 EROSION CONTROL (TYPE D) M2 0.5000 53,000.00 0.000 0.00 S) 32 FIBER ROLLS M 4.0000 128,400.00 0.000 0.00 S) 33 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 0.000 0.00 S) 34 MAINTAIN EXISTING PLANTED AREAS LS 1,000.0000 1,000.00 0.100 100.00 0.100 100.00 S) 35 PLANT ESTABLISHMENT WORK LS 1,000.0000 1,000.00 0.000 0.00 S) 36 MAINTAIN EXISTING IRRIGATION FACILITIES LS 1,000.0000 1,000.00 0.200 200.00 0.200 200.00 S) 37 IRRIGATION SYSTEM LS 40,000.0000 40,000.00 0.100 4,000.00 0.100 4,000.00 S) 38 CLASS 4 AGGREGATE SUBBASE M3 50.0000 20,000.00 17.500 875.00 112.910 5,645.50 39 CLASS 3 AGGREGATE BASE M3 60.0000 195,000.00 2,032.000 121,920.00 40 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 100.0000 3,000.00 0.000 0.00 41 ASPHALT CONCRETE (TYPE A) TONN 145.0000 1,013,550.00 508.070 73,670.15 3,200.190 464,027.55 42 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 21,200.00 64.800 2,592.00 AREA) 43 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 19.00 0.000 0.00 44 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 65,000.00 12.340 12,340.00 23.960 23,960.00 F) 45 450 MM REINFORCED CONCRETE PIPE M 200.0000 76,000.00 54.800 10,960.00 243.600 48,720.00 (CLASS III) 46 600 MM REINFORCED CONCRETE PIPE M 225.0000 117,000.00 190.800 42,930.00 (CLASS III) 47 675 MM REINFORCED CONCRETE PIPE M 700.0000 630.00 1.500 1,050.00 (CLASS III) 48 450 MM BITUMINOUS COATED SLOTTED M 400.0000 10,000.00 0.000 0.00 CORRUGATED STEEL PIPE (2.01 MM THICK) 49 150 MM NESTABLE CORRUGATED STEEL PIPE M 250.0000 23,250.00 26.000 6,500.00 26.000 6,500.00 (1.63 MM THICK) PROGRAM CAS145 PAGE 3 DATE 06/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270844 TIME 08:27 AM ESTIMATE NO. 09 BID OPENING 07/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: WASHINGTON, MARCUS DATE OF THIS ESTIMATE 06/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 GRATED LINE DRAIN M 700.0000 9,100.00 0.000 0.00 51 900 MM PRECAST CONCRETE PIPE INLET M 1,000.0000 1,100.00 0.000 0.00 52 MANHOLE (TYPE A) EA 3,000.0000 3,000.00 0.000 0.00 53 MISCELLANEOUS IRON AND STEEL KG 4.0000 27,276.00 988.000 3,952.00 2,468.000 9,872.00 SF) 54 METAL BEAM GUARD RAILING (WOOD POST) M 180.0000 36,000.00 0.000 0.00 S) 55 SINGLE THRIE BEAM BARRIER M 100.0000 17,000.00 0.000 0.00 S) 56 TRANSITION RAILING (TYPE STB) EA 6,000.0000 6,000.00 0.000 0.00 S) 57 TRANSITION RAILING (TYPE WB) EA 6,000.0000 36,000.00 0.000 0.00 S) 58 END CAP (TYPE A) EA 500.0000 2,000.00 0.000 0.00 S) 59 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 150,000.00 0.000 0.00 S) 60 CONCRETE BARRIER (TYPE 60) M 160.0000 1,424,000.00 615.000 98,400.00 2,036.000 325,760.00 61 CONCRETE BARRIER TYPE 60A (MODIFIED) M 200.0000 32,000.00 0.000 0.00 62 CONCRETE BARRIER (TYPE 60C) M 300.0000 1,458,000.00 2,286.000 685,800.00 3,801.000 1,140,300.00 63 CONCRETE BARRIER (TYPE 60C) M 350.0000 910,000.00 0.000 0.00 (ARCHITECTURALLY TREATED) 64 CONCRETE BARRIER (TYPE 60E) M 700.0000 273,000.00 162.000 113,400.00 242.000 169,400.00 65 THERMOPLASTIC TRAFFIC STRIPE M 0.4000 9,720.00 0.000 0.00 S) (SPRAYABLE) 66 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 4,960.00 0.000 0.00 S) 67 MODIFY LIGHTING LS 5,000.0000 5,000.00 0.600 3,000.00 1.000 5,000.00 S) PROGRAM CAS145 PAGE 4 DATE 06/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270844 TIME 08:27 AM ESTIMATE NO. 09 BID OPENING 07/01/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: WASHINGTON, MARCUS DATE OF THIS ESTIMATE 06/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,504,287.15 4,474,790.15 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 297.80 105,685.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,504,584.95 4,580,475.24 68 MOBILIZATION LS 1085,000.0000 1,085,000.00 0.950 1,030,750.00 ORIGINAL CONTRACT AMOUNT 10,881,900.00 TOTAL WORK COMPLETED 1,504,584.95 5,611,225.24 MATERIALS ON HAND ON SITE 125,002.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,504,584.95 5,736,227.74 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 09/08/08 198 10/06/08 10/06/08 09/15/09 87 87 26 0 51% 65% PROGRESS IS SATISFACTORY WASHINGTON, MARCUS RESIDENT ENGINEER PROGRAM CAS145 DATE 06/13/09