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 11/26/12 EST. NO.34 TIME 11:09 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 --------------------------------------------------------------------------- 001 0026 20,683.69 E.W. @ F.A.(+) 102312 N 0026 0 0026-1 -20,683.69 102312 N 0026 0 DAO CORRECTING ENTRY 0028 9,424.69 010512 N 0137.0 0030 5,447.68 032210 N 0132.0 0031 3,515.87 061510 N 0135.0 002 0008 22,371.29 E.W. @ F.A.(+) 102312 N 0008 0 0008-1 -22,371.29 102312 N 0008 0 DAO CORRECTING ENTRY 0009 2,015.92 032610 N 0133.1 003 0045 13,578.67 E.W. @ F.A.(+) 022310 N 0010.0 0046 3,162.65 031210 N 0130.0 0047 2,305.81 031710 N 0131.0 004 0024 1,699.23 E.W. @ F.A.(+) 052110 N 0134.0 005 0012 2,245.16 E.W. @ F.A.(+) 122110 N 0136.0 008 0010 7,573.89 E.W. @ F.A.(+) 102312 N 0010 0 0010-1 -7,573.89 102312 N 0010 0 DAO CORRECTING ENTRY 0011 7,309.69 081511 N 0116.0 50,705.37 TOTAL THIS ESTIMATE 684,274.32 TOTAL PREVIOUS ESTIMATE 734,979.69 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 11/26/12 EST. NO.34 TIME 11:09 AM R.E. NAME: WIDJAJA, DANIEL 07-1X6504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SOLID WASTE FM 2011 -10,000.00 25 SOLID WASTE FM 2011 10,000.00 26 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 11:09 AM ESTIMATE NO. 34 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 11/20/12 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/26/12 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 1.000 6,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,750.00 1.000 250 003 TIME-RELATED OVERHEAD WDAY 1,500.0000 525,000.00 350.000 525,000 004 TEMPORARY FENCE (TYPE ESA) LF 3.0000 13,590.00 800.000 2,400 005 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 006 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 3.0000 45,000.00 13,929.000 41,787 008 TEMPORARY SILT FENCE LF 3.0000 6,270.00 1,400.000 4,200 009 TEMPORARY GRAVEL BAG BERM LF 3.0000 3,000.00 700.000 2,100 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 6,000.00 3.000 6,000 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 10,000.00 4.000 10,000 012 TEMPORARY CHECK DAM LF 4.0000 640.00 80.000 320 013 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,500.00 5.000 1,500 014 STREET SWEEPING LS 22,000.0000 22,000.00 1.000 22,000 015 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 016 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 1.000 130,000 017 TYPE III BARRICADE EA 70.0000 1,120.00 16.000 1,120 018 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 870.00 130.000 390 019 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 17,000.00 35,042.000 17,521 020 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,100.00 84.000 2,520 021 TEMPORARY PAVEMENT MARKER EA 3.0000 1,230.00 260.000 780 022 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 1,000.00 1.000 1,000 PROGRAM CAS145 PAGE 2 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 11:09 AM ESTIMATE NO. 34 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 11/20/12 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 7.0000 33,110.00 4,730.000 33,110 024 TEMPORARY CRASH CUSHION MODULE EA 160.0000 11,200.00 65.000 10,400 025 OBLITERATE SURFACING SQYD 1.7500 7,280.00 4,160.000 7,280 026 REMOVE OBJECT MARKER EA 15.0000 195.00 0.000 0 027 REMOVE METAL BEAM GUARD RAILING LF 10.0000 1,400.00 140.000 1,400 028 REMOVE FLARED END SECTION EA 200.0000 200.00 1.000 200 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 8,800.00 9,000.000 9,000 STRIPE 030 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 3,650.00 4,215.000 4,215 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,770.00 4,640.000 4,640 032 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 520.00 130.000 520 033 REMOVE PAVEMENT MARKER EA 1.0000 180.00 163.000 163 034 REMOVE ROADSIDE SIGN EA 125.0000 1,250.00 7.000 875 035 REMOVE ASPHALT CONCRETE DIKE LF 2.7500 2,750.00 1,000.000 2,750 036 REMOVE PIPE LF 16.0000 352.00 22.000 352 037 REMOVE INLET EA 600.0000 3,000.00 5.000 3,000 038 REMOVE CONCRETE PAVEMENT SQYD 4.0000 55,600.00 13,900.000 55,600 039 SALVAGE CONCRETE BARRIER (TYPE K) LF 2.5000 21,400.00 8,520.000 21,300 040 RELOCATE CONCRETE BARRIER (TYPE K) LF 1.0000 17,300.00 13,940.000 13,940 041 RELOCATE CRASH CUSHION EA 400.0000 1,200.00 3.000 1,200 042 RELOCATE ROADSIDE SIGN EA 400.0000 1,600.00 4.000 1,600 043 ADJUST INLET EA 1,300.0000 1,300.00 1.000 1,300 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 81,750.00 54,500.000 81,750 045 REMOVE CONCRETE (CHANNEL) CY 300.0000 1,800.00 6.000 1,800 046 REMOVE CRASH CUSHION (SAND FILLED) EA 200.0000 1,400.00 7.000 1,400 047 ROADWAY EXCAVATION CY 9.0000 607,500.00 67,950.000 611,550 048 ROADWAY EXCAVATION (TYPE Y-1) CY 44.0000 9,680.00 115.000 5,060 (AERIALLY DEPOSITED LEAD) 049 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 PROGRAM CAS145 PAGE 3 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 11:09 AM ESTIMATE NO. 34 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 11/20/12 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION CY 13.0000 2,600.00 200.000 2,600 (ROCK SLOPE PROTECTION) 051 DITCH EXCAVATION CY 15.0000 30,600.00 2,040.000 30,600 052 IMPORTED BORROW CY 18.0000 403,200.00 22,400.000 403,200 053 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.0000 22,400.00 22,400.000 22,400 054 HIGHWAY PLANTING LS 170,000.0000 170,000.00 0.800 136,000 055 EROSION CONTROL (COMPOST BLANKET) CY 40.0000 117,200.00 2,976.400 119,056 056 EROSION CONTROL (DRILL SEED) SQYD 2.5000 147,250.00 60,142.000 150,355 057 EROSION CONTROL (TYPE D) SQYD 1.5000 264,000.00 178,842.000 268,263 058 FIBER ROLLS LF 2.5000 71,000.00 29,400.000 73,500 059 COMPOST, INCORPORATE SQYD 5.0000 294,500.00 60,142.000 300,710 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 5.000 2,500 061 PLANT (GROUP W) EA 5.0000 11,550.00 2,310.000 11,550 062 MAINTAIN EXISTING PLANTED AREAS LS 15,000.0000 15,000.00 0.800 12,000 063 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.500 15,000 064 REMOVE EXISTING IRRIGATION FACILITIES LS 12,000.0000 12,000.00 1.000 12,000 065 IRRIGATION SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 066 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LB 6.0000 57,420.00 9,570.000 57,420 067 CLASS 3 AGGREGATE BASE CY 35.0000 186,200.00 5,320.000 186,200 068 LEAN CONCRETE BASE CY 136.0000 512,720.00 3,494.000 475,184 069 HOT MIX ASPHALT (TYPE A) TON 85.0000 636,650.00 9,943.000 845,155 070 HOT MIX ASPHALT (LEVELING) TON 90.0000 210,600.00 3,742.000 336,780 071 DATA CORE LS 6,000.0000 6,000.00 1.000 6,000 072 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 2,030.00 2,270.000 2,270 073 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 9,980.00 8,782.000 8,782 074 PLACE HOT MIX ASPHALT SQYD 25.0000 4,250.00 170.000 4,250 (MISCELLANEOUS AREA) 075 TACK COAT TON 700.0000 15,400.00 11.000 7,700 076 CONCRETE PAVEMENT CY 180.0000 1,764,000.00 10,132.000 1,823,760 PROGRAM CAS145 PAGE 4 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 11:09 AM ESTIMATE NO. 34 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 11/20/12 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SEAL PAVEMENT JOINT LF 4.5000 121,500.00 32,236.000 145,062 078 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 94,100.00 94.100 94,100 (F) 079 MINOR CONCRETE (BACKFILL) CY 125.0000 875.00 7.000 875 080 6" PLASTIC PIPE (PR 315) (SUPPLY LINE) LF 55.0000 1,760.00 32.000 1,760 081 24" HIGH DENSITY POLYETHYLENE PIPE LF 105.0000 15,750.00 150.000 15,750 082 36" HIGH DENSITY POLYETHYLENE PIPE LF 65.0000 99,450.00 1,530.000 99,450 083 18" REINFORCED CONCRETE PIPE LF 82.0000 3,444.00 42.000 3,444 084 24" REINFORCED CONCRETE PIPE LF 64.0000 43,520.00 675.000 43,200 085 36" REINFORCED CONCRETE PIPE LF 110.0000 17,600.00 150.000 16,500 086 42" REINFORCED CONCRETE PIPE LF 120.0000 14,400.00 120.000 14,400 087 18" CORRUGATED STEEL PIPE (.079" THICK) LF 52.0000 13,000.00 250.000 13,000 088 48" CORRUGATED STEEL PIPE (.079" THICK) LF 104.0000 28,080.00 270.000 28,080 089 18" SLOTTED CORRUGATED STEEL PIPE LF 155.0000 18,600.00 120.000 18,600 (.079" THICK) 090 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 75,600.00 2,520.000 75,600 091 6" PLASTIC PIPE LF 55.0000 6,050.00 110.000 6,050 092 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 110.0000 6,600.00 63.000 6,930 (.109" THICK) 093 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 87.0000 29,580.00 340.000 29,580 (.109" THICK) 094 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 82.0000 33,620.00 410.000 33,620 (.109" THICK) 095 ANCHOR ASSEMBLY EA 290.0000 6,670.00 23.000 6,670 096 GRATED LINE DRAIN LF 104.0000 31,200.00 300.000 31,200 097 18" STEEL FLARED END SECTION EA 350.0000 350.00 1.000 350 098 36" STEEL FLARED END SECTION EA 750.0000 750.00 1.000 750 099 ROCK SLOPE PROTECTION CY 83.0000 33,200.00 436.000 36,188 (1/4 TON, METHOD B) 100 ROCK SLOPE PROTECTION CY 100.0000 152,000.00 1,520.000 152,000 (1/4 TON, METHOD A) 101 CONCRETE (CHANNEL LINING) CY 410.0000 475,600.00 1,180.000 483,800 102 LINEAR LOW DENSITY POLYETHLENE SQYD 2.0000 2,840.00 1,420.000 2,840 GEOMEMBRANE LINER (80 MILS) 103 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 5,860.00 5,860.000 5,860 PROGRAM CAS145 PAGE 5 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 11:09 AM ESTIMATE NO. 34 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 11/20/12 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MISCELLANEOUS IRON AND STEEL LB 2.0000 29,400.00 15,691.000 31,382 (F) 105 16' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 1,500.00 0.000 0 106 SURVEY MONUMENT (TYPE A) EA 330.0000 2,640.00 0.000 0 107 DELINEATOR (CLASS 1) EA 35.0000 560.00 0.000 0 108 CRASH CUSHION (REACT 9CBB) EA 65,000.0000 65,000.00 1.000 65,000 109 CONCRETE BARRIER (TYPE 60G) LF 53.0000 76,850.00 1,450.000 76,850 110 CONCRETE BARRIER (TYPE 60GW MODIFIED) LF 95.0000 209,950.00 2,210.000 209,950 111 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 27,600.00 28,400.000 34,080 112 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 1,066.00 1,020.000 1,326 113 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3000 4,389.00 1,278.000 4,217 114 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 8,520.00 27,130.000 8,139 (BROKEN 36-12) 115 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 1,530.00 4,666.000 1,399 (BROKEN 17-7) 116 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,640.00 304.000 1,216 117 PAVEMENT MARKER EA 11.0000 9,900.00 877.000 9,647 (RETROREFLECTIVE-RECESSED) 118 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION 119 MODIFY TRAFFIC MONITORING STATION LS 27,000.0000 27,000.00 0.900 24,300 PROGRAM CAS145 PAGE 6 DATE 11/26/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1X6504 TIME 11:09 AM ESTIMATE NO. 34 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 11/20/12 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 11/26/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 9,014,194.20 ADJUSTMENT OF COMPENSATION 0.00 91,906.93 EXTRA WORK 50,705.37 643,072.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 50,705.37 9,749,173.89 120 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000 ORIGINAL CONTRACT AMOUNT 9,137,351.00 TOTAL WORK COMPLETED 50,705.37 10,199,173.89 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 50,705.37 10,199,173.89 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 05/15/14 644 39 0 0 98% 76% PROGRESS IS SATISFACTORY WIDJAJA, DANIEL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/26/12