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 10/21/09 EST. NO.09 TIME 10:13 AM R.E. NAME: RON SANGALANG 04-444214 --------------------------------------------------------------------------- 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 0013-1 -783.43 E.W. @ F.A.(+) 041509 N 19C1 0 DAO CORRECTING ENTRY 0013-2 739.11 041509 N 19C1 0 DAO CORRECTING ENTRY 0025 842.54 071509 N 0124.0 0026 649.42 071609 N 0130.0 0026-1 -649.42 071609 N 0130.0 DAO CORRECTING ENTRY 0026-2 570.61 071609 N 0130.0 DAO CORRECTING ENTRY 0027 625.78 072009 N 0133.0 0028 562.38 072109 N 0134.0 0028-1 -562.38 072109 N 0134.0 DAO CORRECTING ENTRY 0028-2 520.30 072109 N 0134.0 DAO CORRECTING ENTRY 0029 562.38 072209 N 0137.0 0029-1 -562.38 072209 N 0137.0 DAO CORRECTING ENTRY 0029-2 520.30 072209 N 0137.0 DAO CORRECTING ENTRY 0030 270.81 072309 N 0138.0 0031 562.38 072409 N 0142.0 0031-1 -562.38 072409 N 0142.0 DAO CORRECTING ENTRY 0031-2 520.30 072409 N 0142.0 DAO CORRECTING ENTRY 0032 605.78 072709 N 0144.0 0032-1 -605.78 072709 N 0144.0 DAO CORRECTING ENTRY 0032-2 563.69 072709 N 0144.0 DAO CORRECTING ENTRY 0033 667.86 072809 N 0148.0 0033-1 -667.86 072809 N 0148.0 DAO CORRECTING ENTRY 0033-2 625.78 072809 N 0148.0 DAO CORRECTING ENTRY 0034 838.08 072909 N 0149.0 0034-1 -838.08 072909 N 0149.0 DAO CORRECTING ENTRY 0034-2 586.83 072909 N 0149.0 DAO CORRECTING ENTRY 0035 691.25 080609 N 0153.0 0035-1 -691.25 080609 N 0153.0 DAO CORRECTING ENTRY 0035-2 607.09 080609 N 0153.0 DAO CORRECTING ENTRY 0036 563.69 080509 N 0155.0 0038 605.78 080309 N 0159.0 0038-1 -605.78 080309 N 0159.0 DAO CORRECTING ENTRY 0038-2 563.69 080309 N 0159.0 DAO CORRECTING ENTRY 0039 769.91 073009 N 0162.0 0039-1 -769.91 073009 N 0162.0 DAO CORRECTING ENTRY 0039-2 685.74 073009 N 0162.0 DAO CORRECTING ENTRY 0040 563.69 080409 N 0167.0 003 0004 220.00 E.W. @ F.A.(+) 082909 N 0197.0 007 0014 25.75 E.W. @ F.A.(+) 042809 N 0025.1 008 0005 4,374.23 E.W. @ F.A.(+) 051409 N 0034.0 0006 2,677.95 051509 N 0035.0 0007 2,617.00 051809 N 0036.0 0008-1 -1,455.94 052109 N 37.C 0 DAO CORRECTING ENTRY 0009 2,568.42 052109 N 37C1 0 009 0003 551.54 E.W. @ F.A.(+) 092409 N 0284.0 010 0001 773.83 E.W. @ F.A.(+) 092309 N 0267.0 0002 10,355.80 092309 N 0287.0 0003 830.66 092809 N 0288.0 0004 5,496.29 092509 N 274C 0 011 0007 1,770.71 E.W. @ F.A.(+) 071509 N 0125.0 014 0023-3 -7,074.63 E.W. @ F.A.(+) 061209 N 0058.0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/21/09 EST. NO.09 TIME 10:13 AM R.E. NAME: RON SANGALANG 04-444214 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0039 3,862.98 070809 N 0119.0 0040 5,452.11 061209 N 58C 0 41,633.22 TOTAL THIS ESTIMATE 294,800.95 TOTAL PREVIOUS ESTIMATE 336,434.17 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 10/21/09 EST. NO.09 TIME 10:13 AM R.E. NAME: RON SANGALANG 04-444214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 10:13 AM ESTIMATE NO. 09 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 10/21/09 LOCATION PROGRESS ESTIMATE 04-NAP-121-0.3/2.1 ----------------- NORTH BAY CONSTRUCTION, INC IN NAPA COUNTY ON ROUTE 121 FROM 431 PAYRAN STREET .5 KM NORTH OF SONOMA COUNTY LINE PETALUMA, CA 94955 TO 0.2 KM EAST OF DUHIG ROAD FED. AID NO. ACHS-P121(22)E ,STP-P121(22)E REALIGN CURVES AND WIDEN SHOULDER ------------------------------------------------------------------------------------------------------------------------------------ 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 4,500.0000 4,500.00 0.050 225.00 0.450 2,025.00 02 TIME-RELATED OVERHEAD LS 218,000.0000 218,000.00 0.250 54,500.00 0.450 98,100.00 03 TEMPORARY FENCE M 46.0000 3,956.00 0.000 0.00 04 TEMPORARY FENCE (TYPE ESA) M 16.0000 17,120.00 914.400 14,630.40 05 CONSTRUCTION SITE MANAGEMENT LS 2,000.0000 2,000.00 0.150 300.00 0.450 900.00 06 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000.00 S) PREVENTION PLAN 07 TEMPORARY SILT FENCE M 10.0000 45,100.00 150.000 1,500.00 08 TEMPORARY GRAVEL BAG BERM M 30.0000 19,200.00 49.000 1,470.00 49.000 1,470.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 2,100.0000 16,800.00 2.000 4,200.00 10 TEMPORARY COVER M2 3.1500 10,269.00 4,638.000 14,609.70 4,876.000 15,359.40 11 TEMPORARY CHECK DAM M 10.5000 1,050.00 77.000 808.50 77.000 808.50 12 MOVE-IN/MOVE-OUT EA 750.0000 4,500.00 2.000 1,500.00 2.000 1,500.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 475.0000 6,175.00 0.000 0.00 14 TEMPORARY HYDRAULIC MULCH M2 0.7900 19,592.00 0.000 0.00 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 35,000.0000 35,000.00 0.050 1,750.00 0.450 15,750.00 16 TEMPORARY CONCRETE WASHOUT BIN EA 575.0000 4,025.00 2.000 1,150.00 17 TEMPORARY CREEK DIVERSION SYSTEM EA 40,000.0000 40,000.00 0.950 38,000.00 (LOCATION 1) 18 TEMPORARY CREEK DIVERSION SYSTEM EA 25,000.0000 25,000.00 0.950 23,750.00 (LOCATION 2) 19 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.500 2,500.00 S) 20 TRAFFIC CONTROL SYSTEM LS 215,000.0000 215,000.00 0.050 10,750.00 0.450 96,750.00 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 12,000.00 8,290.000 8,290.00 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 6,750.00 30.000 1,350.00 S) PROGRAM CAS145 PAGE 2 DATE 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 10:13 AM ESTIMATE NO. 09 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 10/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 5.0000 5,000.00 434.000 2,170.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 28,500.0000 28,500.00 0.400 11,400.00 S) 25 TEMPORARY RAILING (TYPE K) M 30.0000 153,000.00 1,963.120 58,893.60 S) 26 TEMPORARY CRASH CUSHION MODULE EA 175.0000 73,500.00 0.000 0.00 S) 27 TEMPORARY TRAFFIC SCREEN M 9.5000 47,500.00 0.000 0.00 S) 28 ABANDON CULVERT M 76.0000 5,776.00 27.000 2,052.00 29 REMOVE METAL BEAM GUARD RAILING M 25.0000 11,250.00 55.000 1,375.00 S) 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.5000 17,000.00 5,991.460 14,978.65 S) STRIPE 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 12,800.00 2,162.000 4,324.00 S) 32 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 320.00 0.000 0.00 S) 33 REMOVE PAVEMENT MARKER EA 1.0000 1,900.00 411.000 411.00 S) 34 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,200.00 6.000 600.00 35 REMOVE ASPHALT CONCRETE DIKE M 20.0000 3,200.00 50.000 1,000.00 36 REMOVE CULVERT M 30.0000 14,100.00 147.400 4,422.00 344.600 10,338.00 37 REMOVE CORRUGATED STEEL PIPE M 65.0000 520.00 0.000 0.00 38 REMOVE INLET EA 500.0000 1,000.00 0.000 0.00 39 REMOVE HEADWALL EA 500.0000 6,000.00 9.000 4,500.00 40 REMOVE ROCK SLOPE PROTECTION M3 77.0000 924.00 1.500 115.50 41 REMOVE DOWNDRAIN EA 325.0000 325.00 1.000 325.00 42 REMOVE BASE AND SURFACING M3 23.0000 58,190.00 0.000 0.00 43 SALVAGE CONCRETE BARRIER (TYPE K) M 36.0000 2,160.00 0.000 0.00 44 ADJUST INLET EA 2,500.0000 2,500.00 0.000 0.00 45 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.2500 24,125.00 0.000 0.00 S) (30 MM MAXIMUM) 46 REMOVE CONCRETE M3 80.0000 1,440.00 18.000 1,440.00 47 REMOVE CONCRETE (MISCELLANEOUS) M3 175.0000 12,775.00 2.240 392.00 26.740 4,679.50 48 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.500 12,500.00 49 REMOVE TREE EA 450.0000 31,500.00 70.000 31,500.00 S) PROGRAM CAS145 PAGE 3 DATE 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 10:13 AM ESTIMATE NO. 09 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 10/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 1.000 9,000.00 51 ROADWAY EXCAVATION M3 15.0000 562,500.00 31,150.000 467,250.00 52 LEAD COMPLIANCE PLAN LS 5,500.0000 5,500.00 0.950 5,225.00 S) 53 SAND BACKFILL M3 150.0000 9,300.00 62.000 9,300.00 54 CONCRETE BACKFILL M3 160.0000 4,160.00 25.770 4,123.20 55 DITCH EXCAVATION M3 5.0000 6,700.00 48.000 240.00 56 IMPORTED MATERIAL (SHOULDER BACKING) TONN 100.0000 4,000.00 0.000 0.00 57 EMBANKMENT CONFINEMENT SYSTEM M3 85.0000 130,900.00 0.000 0.00 58 EROSION CONTROL (TYPE D) HA 11,850.0000 59,250.00 0.000 0.00 S) 59 BIOFILTRATION SWALE M2 3.6000 2,952.00 0.000 0.00 S) 60 EROSION CONTROL (NETTING) M2 5.5000 3,410.00 0.000 0.00 61 FIBER ROLLS M 10.0000 92,600.00 142.000 1,420.00 1,445.020 14,450.20 62 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 0.000 0.00 S) 63 CLASS 3 AGGREGATE BASE M3 50.0000 466,000.00 4,593.080 229,654.00 64 REPLACE ASPHALT CONCRETE SURFACING M3 430.0000 25,800.00 0.000 0.00 65 HOT MIX ASPHALT TONN 105.0000 1,459,500.00 280.130 29,413.65 4,106.770 431,210.85 66 HOT MIX ASPHALT (LEVELING) TONN 106.0000 381,600.00 0.000 0.00 67 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 5.2000 3,536.00 0.000 0.00 68 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 5.2000 442.00 0.000 0.00 69 ASPHALTIC EMULSION (PAINT BINDER) TONN 675.0000 18,225.00 1.000 675.00 70 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,290.0000 448,920.00 191.910 247,563.90 272.910 352,053.90 F) 71 MINOR CONCRETE (MINOR STRUCTURE) M3 1,310.0000 83,840.00 8.340 10,925.40 20.890 27,365.90 F) 72 BAR REINFORCING STEEL KG 1.7500 68,334.00 1,099.100 1,923.43 16,283.100 28,495.43 SF) 73 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 600.00 0.000 0.00 S) (1.6 MM-UNFRAMED) 74 FURNISH SINGLE SHEET ALUMINUM SIGN M2 300.0000 600.00 0.000 0.00 S) (1.6 MM-FRAMED) 75 ROADSIDE SIGN - ONE POST EA 275.0000 1,650.00 0.000 0.00 S) 76 ROADSIDE SIGN - TWO POST EA 575.0000 575.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 10:13 AM ESTIMATE NO. 09 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 10/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 450 MM ALTERNATIVE PIPE CULVERT M 190.0000 112,100.00 59.000 11,210.00 78 600 MM ALTERNATIVE PIPE CULVERT M 300.0000 72,000.00 22.120 6,636.00 145.000 43,500.00 79 750 MM ALTERNATIVE PIPE CULVERT M 625.0000 11,250.00 16.200 10,125.00 18.000 11,250.00 80 450 MM PLASTIC PIPE M 130.0000 13,000.00 10.000 1,300.00 81 900 MM CORRUGATED STEEL PIPE M 450.0000 4,050.00 8.100 3,645.00 9.000 4,050.00 (2.77 MM THICK) 82 700 MM X 500 MM CORRUGATED STEEL PIPE M 285.0000 25,650.00 102.390 29,181.15 ARCH (2.77 MM THICK) 83 150 MM PERFORATED PLASTIC PIPE M 58.0000 39,440.00 200.000 11,600.00 UNDERDRAIN 84 150 MM PLASTIC PIPE M 82.0000 3,034.00 25.000 2,050.00 85 FILTER FABRIC M2 1.8500 8,510.00 1,900.000 3,515.00 86 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 72.0000 122,400.00 560.000 40,320.00 87 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 190.0000 1,140.00 0.000 0.00 88 300 MM ANCHOR ASSEMBLY EA 380.0000 760.00 0.000 0.00 89 DRAINAGE INLET MARKER EA 95.0000 1,805.00 0.000 0.00 90 900 MM CORRUGATED STEEL PIPE INLET EA 2,125.0000 4,250.00 0.000 0.00 (2.77 MM THICK) 91 450 MM ALTERNATIVE FLARED END SECTION EA 370.0000 1,110.00 0.000 0.00 92 600 MM ALTERNATIVE FLARED END SECTION EA 380.0000 3,420.00 6.000 2,280.00 93 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 165.0000 6,600.00 0.000 0.00 94 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 145.0000 29,000.00 0.000 0.00 95 CONCRETE (CHANNEL LINING) M3 386.0000 10,036.00 0.000 0.00 96 CONCRETED-ROCK SLOPE PROTECTION M3 400.0000 8,400.00 0.000 0.00 (COBBLE, METHOD B) 97 ROCK SLOPE PROTECTION FABRIC M2 3.0000 630.00 0.000 0.00 98 MISCELLANEOUS IRON AND STEEL KG 5.0000 13,500.00 34.000 170.00 564.000 2,820.00 S) 99 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 73,800.00 0.000 0.00 S) 00 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 11,700.00 0.000 0.00 S) 01 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 0.000 0.00 S) 02 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 26,000.00 0.000 0.00 S) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 13,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 10:13 AM ESTIMATE NO. 09 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 10/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.5000 2,100.00 0.000 0.00 S) 05 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 400.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 06 PAINT PAVEMENT MARKING (2-COAT) M2 35.0000 3,150.00 0.000 0.00 S) 07 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 5,950.00 0.000 0.00 S) 08 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.5000 350.00 0.000 0.00 S) TYPE G) 09 HIGHWAY LIGHTING LS 38,700.0000 38,700.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444214 TIME 10:13 AM ESTIMATE NO. 09 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: RON SANGALANG DATE OF THIS ESTIMATE 10/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 402,549.58 2,235,755.18 ADJUSTMENT OF COMPENSATION 0.00 38,541.93 EXTRA WORK 41,633.22 297,892.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 444,182.80 2,572,189.35 10 MOBILIZATION LS 325,350.0000 325,350.00 0.050 16,267.50 1.000 325,350.00 ORIGINAL CONTRACT AMOUNT 6,109,321.00 TOTAL WORK COMPLETED 460,450.30 2,897,539.35 MATERIALS ON HAND ON SITE 506,495.24 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 460,450.30 3,404,034.59 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 12/30/08 90 01/20/09 02/23/09 12/22/09 54 23 22 1 41% 45% PROGRESS IS SATISFACTORY LANE CLOSURE RESTRICTION RON SANGALANG RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 10/21/09