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 07/22/10 EST. NO.08 TIME 11:34 AM R.E. NAME: WIDJAJA, DANIEL 07-1X6504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0002 17,067.03 E.W. @ F.A.(+) 020110 N 0004.0 0003 7,809.02 020210 N 0005.0 0005 2,382.33 021110 N 0008.0 0007 13,403.28 022510 N 0011.0 40,661.66 TOTAL THIS ESTIMATE 44,991.27 TOTAL PREVIOUS ESTIMATE 85,652.93 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 07/22/10 EST. NO.08 TIME 11:34 AM R.E. NAME: WIDJAJA, DANIEL 07-1X6504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 11:34 AM ESTIMATE NO. 08 BID OPENING 08/13/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 07/22/10 LOCATION PROGRESS ESTIMATE 07-LA-5-R64.8/R66.1 ----------------- SECURITY PAVING COMPANY INC IN LOS ANGELES COUNTY AT TEMPLIN P O BOX 1489 HIGHWAY UNDERCROSSING SUN VALLEY CA 913531489 FED. AID NO. ACIM-4134(4)E RESTORE ROADWAY ALIGNMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 6,000.0000 6,000.00 0.100 600.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,750.00 1.000 250.00 03 TIME-RELATED OVERHEAD WDAY 1,500.0000 525,000.00 15.000 22,500.00 82.000 123,000.00 04 TEMPORARY FENCE (TYPE ESA) LF 3.0000 13,590.00 800.000 2,400.00 05 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.300 15,000.00 06 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.800 2,800.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 3.0000 45,000.00 5,000.000 15,000.00 08 TEMPORARY SILT FENCE LF 3.0000 6,270.00 680.000 2,040.00 09 TEMPORARY GRAVEL BAG BERM LF 3.0000 3,000.00 0.000 0.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 6,000.00 1.000 2,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 10,000.00 1.000 2,500.00 12 TEMPORARY CHECK DAM LF 4.0000 640.00 0.000 0.00 13 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,500.00 3.000 900.00 14 STREET SWEEPING LS 22,000.0000 22,000.00 0.300 6,600.00 15 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.700 7,000.00 16 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 0.050 6,500.00 0.050 6,500.00 17 TYPE III BARRICADE EA 70.0000 1,120.00 10.000 700.00 18 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 870.00 1.000 3.00 1.000 3.00 19 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 17,000.00 4,427.000 2,213.50 9,755.000 4,877.50 20 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,100.00 20.000 600.00 54.000 1,620.00 21 TEMPORARY PAVEMENT MARKER EA 3.0000 1,230.00 0.000 0.00 22 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 1,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 11:34 AM ESTIMATE NO. 08 BID OPENING 08/13/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) LF 7.0000 33,110.00 1,200.000 8,400.00 1,800.000 12,600.00 24 TEMPORARY CRASH CUSHION MODULE EA 160.0000 11,200.00 26.000 4,160.00 25 OBLITERATE SURFACING SQYD 1.7500 7,280.00 0.000 0.00 26 REMOVE OBJECT MARKER EA 15.0000 195.00 0.000 0.00 27 REMOVE METAL BEAM GUARD RAILING LF 10.0000 1,400.00 0.000 0.00 28 REMOVE FLARED END SECTION EA 200.0000 200.00 0.000 0.00 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 8,800.00 0.000 0.00 STRIPE 30 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 3,650.00 0.000 0.00 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,770.00 1,280.000 1,280.00 1,280.000 1,280.00 32 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 520.00 0.000 0.00 33 REMOVE PAVEMENT MARKER EA 1.0000 180.00 0.000 0.00 34 REMOVE ROADSIDE SIGN EA 125.0000 1,250.00 0.000 0.00 35 REMOVE ASPHALT CONCRETE DIKE LF 2.7500 2,750.00 0.000 0.00 36 REMOVE PIPE LF 16.0000 352.00 0.000 0.00 37 REMOVE INLET EA 600.0000 3,000.00 0.000 0.00 38 REMOVE CONCRETE PAVEMENT SQYD 4.0000 55,600.00 5,044.000 20,176.00 39 SALVAGE CONCRETE BARRIER (TYPE K) LF 2.5000 21,400.00 0.000 0.00 40 RELOCATE CONCRETE BARRIER (TYPE K) LF 1.0000 17,300.00 3,400.000 3,400.00 3,400.000 3,400.00 41 RELOCATE CRASH CUSHION EA 400.0000 1,200.00 2.000 800.00 2.000 800.00 42 RELOCATE ROADSIDE SIGN EA 400.0000 1,600.00 0.000 0.00 43 ADJUST INLET EA 1,300.0000 1,300.00 0.000 0.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 81,750.00 200.000 300.00 200.000 300.00 45 REMOVE CONCRETE (CHANNEL) CY 300.0000 1,800.00 0.000 0.00 46 REMOVE CRASH CUSHION (SAND FILLED) EA 200.0000 1,400.00 0.000 0.00 47 ROADWAY EXCAVATION CY 9.0000 607,500.00 13,253.000 119,277.00 48 ROADWAY EXCAVATION (TYPE Y-1) CY 44.0000 9,680.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 49 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 11:34 AM ESTIMATE NO. 08 BID OPENING 08/13/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION CY 13.0000 2,600.00 0.000 0.00 (ROCK SLOPE PROTECTION) 51 DITCH EXCAVATION CY 15.0000 30,600.00 0.000 0.00 52 IMPORTED BORROW CY 18.0000 403,200.00 7,957.000 143,226.00 53 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.0000 22,400.00 6,500.000 6,500.00 54 HIGHWAY PLANTING LS 170,000.0000 170,000.00 0.000 0.00 55 EROSION CONTROL (COMPOST BLANKET) CY 40.0000 117,200.00 0.000 0.00 56 EROSION CONTROL (DRILL SEED) SQYD 2.5000 147,250.00 0.000 0.00 57 EROSION CONTROL (TYPE D) SQYD 1.5000 264,000.00 0.000 0.00 58 FIBER ROLLS LF 2.5000 71,000.00 0.000 0.00 59 COMPOST, INCORPORATE SQYD 5.0000 294,500.00 0.000 0.00 60 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 0.000 0.00 61 PLANT (GROUP W) EA 5.0000 11,550.00 0.000 0.00 62 MAINTAIN EXISTING PLANTED AREAS LS 15,000.0000 15,000.00 0.000 0.00 63 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0.00 64 REMOVE EXISTING IRRIGATION FACILITIES LS 12,000.0000 12,000.00 0.000 0.00 65 IRRIGATION SYSTEM LS 150,000.0000 150,000.00 0.000 0.00 66 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LB 6.0000 57,420.00 0.000 0.00 67 CLASS 3 AGGREGATE BASE CY 35.0000 186,200.00 1,517.000 53,095.00 68 LEAN CONCRETE BASE CY 136.0000 512,720.00 926.000 125,936.00 69 HOT MIX ASPHALT (TYPE A) TON 85.0000 636,650.00 0.000 0.00 70 HOT MIX ASPHALT (LEVELING) TON 90.0000 210,600.00 297.000 26,730.00 297.000 26,730.00 71 DATA CORE LS 6,000.0000 6,000.00 0.000 0.00 72 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 2,030.00 0.000 0.00 73 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 9,980.00 0.000 0.00 74 PLACE HOT MIX ASPHALT SQYD 25.0000 4,250.00 0.000 0.00 (MISCELLANEOUS AREA) 75 TACK COAT TON 700.0000 15,400.00 0.000 0.00 76 CONCRETE PAVEMENT CY 180.0000 1,764,000.00 2,540.000 457,200.00 PROGRAM CAS145 PAGE 4 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 11:34 AM ESTIMATE NO. 08 BID OPENING 08/13/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SEAL PAVEMENT JOINT LF 4.5000 121,500.00 0.000 0.00 78 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 94,100.00 35.000 35,000.00 60.000 60,000.00 F) 79 MINOR CONCRETE (BACKFILL) CY 125.0000 875.00 0.000 0.00 80 6" PLASTIC PIPE (PR 315) (SUPPLY LINE) LF 55.0000 1,760.00 0.000 0.00 81 24" HIGH DENSITY POLYETHYLENE PIPE LF 105.0000 15,750.00 0.000 0.00 82 36" HIGH DENSITY POLYETHYLENE PIPE LF 65.0000 99,450.00 0.000 0.00 83 18" REINFORCED CONCRETE PIPE LF 82.0000 3,444.00 0.000 0.00 84 24" REINFORCED CONCRETE PIPE LF 64.0000 43,520.00 675.000 43,200.00 85 36" REINFORCED CONCRETE PIPE LF 110.0000 17,600.00 0.000 0.00 86 42" REINFORCED CONCRETE PIPE LF 120.0000 14,400.00 0.000 0.00 87 18" CORRUGATED STEEL PIPE (.079" THICK) LF 52.0000 13,000.00 0.000 0.00 88 48" CORRUGATED STEEL PIPE (.079" THICK) LF 104.0000 28,080.00 270.000 28,080.00 89 18" SLOTTED CORRUGATED STEEL PIPE LF 155.0000 18,600.00 0.000 0.00 (.079" THICK) 90 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 75,600.00 1,300.000 39,000.00 91 6" PLASTIC PIPE LF 55.0000 6,050.00 0.000 0.00 92 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 110.0000 6,600.00 63.000 6,930.00 63.000 6,930.00 (.109" THICK) 93 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 87.0000 29,580.00 0.000 0.00 (.109" THICK) 94 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 82.0000 33,620.00 0.000 0.00 (.109" THICK) 95 ANCHOR ASSEMBLY EA 290.0000 6,670.00 0.000 0.00 96 GRATED LINE DRAIN LF 104.0000 31,200.00 300.000 31,200.00 300.000 31,200.00 97 18" STEEL FLARED END SECTION EA 350.0000 350.00 0.000 0.00 98 36" STEEL FLARED END SECTION EA 750.0000 750.00 0.000 0.00 99 ROCK SLOPE PROTECTION CY 83.0000 33,200.00 0.000 0.00 (1/4 TON, METHOD B) 00 ROCK SLOPE PROTECTION CY 100.0000 152,000.00 0.000 0.00 (1/4 TON, METHOD A) 01 CONCRETE (CHANNEL LINING) CY 410.0000 475,600.00 70.000 28,700.00 70.000 28,700.00 02 LINEAR LOW DENSITY POLYETHLENE SQYD 2.0000 2,840.00 0.000 0.00 GEOMEMBRANE LINER (80 MILS) 03 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 5,860.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 11:34 AM ESTIMATE NO. 08 BID OPENING 08/13/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MISCELLANEOUS IRON AND STEEL LB 2.0000 29,400.00 6,000.000 12,000.00 6,000.000 12,000.00 F) 05 16' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 1,500.00 0.000 0.00 06 SURVEY MONUMENT (TYPE A) EA 330.0000 2,640.00 0.000 0.00 07 DELINEATOR (CLASS 1) EA 35.0000 560.00 0.000 0.00 08 CRASH CUSHION (REACT 9CBB) EA 65,000.0000 65,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60G) LF 53.0000 76,850.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 60GW MODIFIED) LF 95.0000 209,950.00 0.000 0.00 11 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 27,600.00 0.000 0.00 12 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 1,066.00 0.000 0.00 13 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3000 4,389.00 0.000 0.00 14 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 8,520.00 0.000 0.00 (BROKEN 36-12) 15 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 1,530.00 0.000 0.00 (BROKEN 17-7) 16 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,640.00 0.000 0.00 17 PAVEMENT MARKER EA 11.0000 9,900.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 18 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.200 400.00 0.200 400.00 SYSTEM ELEMENTS DURING CONSTRUCTION 19 MODIFY TRAFFIC MONITORING STATION LS 27,000.0000 27,000.00 0.400 10,800.00 0.400 10,800.00 PROGRAM CAS145 PAGE 6 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 11:34 AM ESTIMATE NO. 08 BID OPENING 08/13/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 197,756.50 1,428,780.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 40,661.66 85,652.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 238,418.16 1,514,433.43 20 MOBILIZATION LS 450,000.0000 450,000.00 0.750 337,500.00 ORIGINAL CONTRACT AMOUNT 9,137,351.00 TOTAL WORK COMPLETED 238,418.16 1,851,933.43 MATERIALS ON HAND ON SITE 44,768.34 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 238,418.16 1,896,701.77 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 09/15/09 850 03/16/10 11/09/09 05/11/13 82 6 0 0 20% 23% PROGRESS IS SATISFACTORY WIDJAJA, DANIEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 07/22/10