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 07/25/11 EST. NO.20 TIME 07:32 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 07/25/11 EST. NO.20 TIME 07:32 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 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 07:32 AM ESTIMATE NO. 20 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 07/20/11 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 07/25/11 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 0.300 1,800.00 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 21.000 31,500.00 310.000 465,000.00 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 0.100 5,000.00 0.800 40,000.00 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 10,000.000 30,000.00 08 TEMPORARY SILT FENCE LF 3.0000 6,270.00 1,400.000 4,200.00 09 TEMPORARY GRAVEL BAG BERM LF 3.0000 3,000.00 700.000 2,100.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 6,000.00 3.000 6,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 10,000.00 3.000 7,500.00 12 TEMPORARY CHECK DAM LF 4.0000 640.00 0.000 0.00 13 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,500.00 5.000 1,500.00 14 STREET SWEEPING LS 22,000.0000 22,000.00 0.100 2,200.00 0.800 17,600.00 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 0.100 13,000.00 0.800 104,000.00 17 TYPE III BARRICADE EA 70.0000 1,120.00 10.000 700.00 18 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 870.00 130.000 390.00 19 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 17,000.00 35,042.000 17,521.00 20 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,100.00 84.000 2,520.00 21 TEMPORARY PAVEMENT MARKER EA 3.0000 1,230.00 260.000 780.00 22 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 1,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 07:32 AM ESTIMATE NO. 20 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 07/20/11 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,360.000 23,520.00 24 TEMPORARY CRASH CUSHION MODULE EA 160.0000 11,200.00 65.000 10,400.00 25 OBLITERATE SURFACING SQYD 1.7500 7,280.00 4,160.000 7,280.00 4,160.000 7,280.00 26 REMOVE OBJECT MARKER EA 15.0000 195.00 0.000 0.00 27 REMOVE METAL BEAM GUARD RAILING LF 10.0000 1,400.00 140.000 1,400.00 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 9,000.000 9,000.00 STRIPE 30 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 3,650.00 4,215.000 4,215.00 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,770.00 4,640.000 4,640.00 32 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 520.00 0.000 0.00 33 REMOVE PAVEMENT MARKER EA 1.0000 180.00 163.000 163.00 34 REMOVE ROADSIDE SIGN EA 125.0000 1,250.00 4.000 500.00 35 REMOVE ASPHALT CONCRETE DIKE LF 2.7500 2,750.00 1,000.000 2,750.00 36 REMOVE PIPE LF 16.0000 352.00 22.000 352.00 22.000 352.00 37 REMOVE INLET EA 600.0000 3,000.00 5.000 3,000.00 38 REMOVE CONCRETE PAVEMENT SQYD 4.0000 55,600.00 13,900.000 55,600.00 39 SALVAGE CONCRETE BARRIER (TYPE K) LF 2.5000 21,400.00 8,520.000 21,300.00 8,520.000 21,300.00 40 RELOCATE CONCRETE BARRIER (TYPE K) LF 1.0000 17,300.00 13,940.000 13,940.00 41 RELOCATE CRASH CUSHION EA 400.0000 1,200.00 3.000 1,200.00 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 42,895.000 64,342.50 45 REMOVE CONCRETE (CHANNEL) CY 300.0000 1,800.00 6.000 1,800.00 46 REMOVE CRASH CUSHION (SAND FILLED) EA 200.0000 1,400.00 7.000 1,400.00 7.000 1,400.00 47 ROADWAY EXCAVATION CY 9.0000 607,500.00 68,450.000 616,050.00 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 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 07:32 AM ESTIMATE NO. 20 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 07/20/11 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 66.000 858.00 200.000 2,600.00 (ROCK SLOPE PROTECTION) 51 DITCH EXCAVATION CY 15.0000 30,600.00 1,137.000 17,055.00 2,040.000 30,600.00 52 IMPORTED BORROW CY 18.0000 403,200.00 22,400.000 403,200.00 53 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.0000 22,400.00 22,400.000 22,400.00 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 1.000 12,000.00 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 5,320.000 186,200.00 68 LEAN CONCRETE BASE CY 136.0000 512,720.00 3,494.000 475,184.00 69 HOT MIX ASPHALT (TYPE A) TON 85.0000 636,650.00 8,462.000 719,270.00 70 HOT MIX ASPHALT (LEVELING) TON 90.0000 210,600.00 2,905.000 261,450.00 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 2,270.000 2,270.00 73 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 9,980.00 1,392.000 1,392.00 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 5.000 3,500.00 76 CONCRETE PAVEMENT CY 180.0000 1,764,000.00 10,132.000 1,823,760.00 PROGRAM CAS145 PAGE 4 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 07:32 AM ESTIMATE NO. 20 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 07/20/11 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 32,236.000 145,062.00 78 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 94,100.00 2.100 2,100.00 94.100 94,100.00 F) 79 MINOR CONCRETE (BACKFILL) CY 125.0000 875.00 7.000 875.00 7.000 875.00 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 15,750.00 150.000 15,750.00 82 36" HIGH DENSITY POLYETHYLENE PIPE LF 65.0000 99,450.00 1,530.000 99,450.00 83 18" REINFORCED CONCRETE PIPE LF 82.0000 3,444.00 42.000 3,444.00 84 24" REINFORCED CONCRETE PIPE LF 64.0000 43,520.00 675.000 43,200.00 85 36" REINFORCED CONCRETE PIPE LF 110.0000 17,600.00 150.000 16,500.00 86 42" REINFORCED CONCRETE PIPE LF 120.0000 14,400.00 120.000 14,400.00 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 18,600.00 120.000 18,600.00 (.079" THICK) 90 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 75,600.00 2,520.000 75,600.00 91 6" PLASTIC PIPE LF 55.0000 6,050.00 110.000 6,050.00 110.000 6,050.00 92 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 110.0000 6,600.00 63.000 6,930.00 (.109" THICK) 93 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 87.0000 29,580.00 340.000 29,580.00 (.109" THICK) 94 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 82.0000 33,620.00 410.000 33,620.00 (.109" THICK) 95 ANCHOR ASSEMBLY EA 290.0000 6,670.00 23.000 6,670.00 96 GRATED LINE DRAIN LF 104.0000 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 1.000 750.00 99 ROCK SLOPE PROTECTION CY 83.0000 33,200.00 436.000 36,188.00 (1/4 TON, METHOD B) 00 ROCK SLOPE PROTECTION CY 100.0000 152,000.00 270.000 27,000.00 1,520.000 152,000.00 (1/4 TON, METHOD A) 01 CONCRETE (CHANNEL LINING) CY 410.0000 475,600.00 560.380 229,755.80 1,160.000 475,600.00 02 LINEAR LOW DENSITY POLYETHLENE SQYD 2.0000 2,840.00 1,420.000 2,840.00 GEOMEMBRANE LINER (80 MILS) 03 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 5,860.00 5,860.000 5,860.00 PROGRAM CAS145 PAGE 5 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 07:32 AM ESTIMATE NO. 20 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 07/20/11 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 19,691.000 39,382.00 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 1.000 65,000.00 1.000 65,000.00 09 CONCRETE BARRIER (TYPE 60G) LF 53.0000 76,850.00 250.000 13,250.00 1,450.000 76,850.00 10 CONCRETE BARRIER (TYPE 60GW MODIFIED) LF 95.0000 209,950.00 210.000 19,950.00 2,210.000 209,950.00 11 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 27,600.00 6,425.000 7,710.00 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 9,900.00 395.000 4,345.00 (RETROREFLECTIVE-RECESSED) 18 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.200 400.00 SYSTEM ELEMENTS DURING CONSTRUCTION 19 MODIFY TRAFFIC MONITORING STATION LS 27,000.0000 27,000.00 0.600 16,200.00 PROGRAM CAS145 PAGE 6 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 07:32 AM ESTIMATE NO. 20 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 07/20/11 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 463,925.80 7,262,925.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 137,708.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 463,925.80 7,400,633.68 20 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000.00 ORIGINAL CONTRACT AMOUNT 9,137,351.00 TOTAL WORK COMPLETED 463,925.80 7,850,633.68 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 463,925.80 7,850,633.68 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 09/15/09 850 03/16/10 11/09/09 09/11/13 313 109 0 0 82% 89% PROGRESS IS SATISFACTORY WIDJAJA, DANIEL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/11