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 03/21/12 EST. NO.10 TIME 08:15 AM R.E. NAME: LAYMOUN, MOAID 04-264904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0005 2,250.00 E.W. @ F.A.(+) 011112 N 0257.0 023 0012 32,499.58 E.W. @ F.A.(+) 111411 N 0234.1 34,749.58 TOTAL THIS ESTIMATE 504,956.34 TOTAL PREVIOUS ESTIMATE 539,705.92 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 03/21/12 EST. NO.10 TIME 08:15 AM R.E. NAME: LAYMOUN, MOAID 04-264904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM UPDATE NOT REC'D -10,000.00 05 CPM UPDATES -10,000.00 06 CPM UPDATES -10,000.00 07 CPM UPDATES -10,000.00 08 SWPPP DOCUMENTATION -10,000.00 08 0.00 -50,000.00 TOTAL DEDUCTIONS 0.00 -50,000.00 PROGRAM CAS145 PAGE 1 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 08:15 AM ESTIMATE NO. 10 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/21/12 LOCATION PROGRESS ESTIMATE 04-SCL-17-0.0/2.8 ----------------- PAVEX CONSTRUCTION DIVISION IN SANTA CLARA COUNTY ON ROUTE 17 411 WALKER STREET FROM 0.1 MILE SOUTH OF SUMMIT WATSONVILLE, CA 95076 ROAD SEPARATION TO 2.8 MILES NORTH OF SUMMIT ROAD FED. AID NO. NH-P017(106)E DRAINAGE SYSTEM TO BE REPLACED ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.850 2,125.00 002 TIME-RELATED OVERHEAD LS 100,000.0000 100,000.00 0.850 85,000.00 003 TEMPORARY FENCE (TYPE ESA) LF 5.5000 14,905.00 2,257.000 12,413.50 004 TEMPORARY CREEK DIVERSION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 005 CONSTRUCTION SITE MANAGEMENT LS 85,000.0000 85,000.00 0.900 76,500.00 006 PREPARE STORM WATER POLLUTION LS 750.0000 750.00 1.000 750.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 6.2500 66,875.00 7,600.000 47,500.00 008 TEMPORARY SILT FENCE LF 12.5000 3,750.00 600.000 7,500.00 009 TEMPORARY GRAVEL BAG BERM LF 10.0000 15,000.00 950.000 9,500.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 1,700.0000 10,200.00 3.000 5,100.00 011 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 27,000.00 180.000 27,000.00 012 STREET SWEEPING LS 1,000.0000 1,000.00 0.900 900.00 013 TEMPORARY CONCRETE WASHOUT BIN EA 750.0000 1,500.00 59.000 44,250.00 014 RAIN EVENT ACTION PLAN EA 500.0000 18,500.00 1.000 500.00 12.000 6,000.00 015 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000.00 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 2,200.00 0.000 0.00 017 CONSTRUCTION AREA SIGNS LS 13,500.0000 13,500.00 0.750 10,125.00 018 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.900 90,000.00 019 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 7,710.00 0.000 0.00 020 TEMPORARY PAVEMENT MARKER EA 1.0000 540.00 0.000 0.00 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,700.0000 34,800.00 4.000 34,800.00 022 QUICKCHANGE MOVABLE BARRIER SYSTEM LF 90.0000 1,251,000.00 15,000.000 1,350,000.00 PROGRAM CAS145 PAGE 2 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 08:15 AM ESTIMATE NO. 10 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ARMORGUARD BARRIER SYSTEM LF 56.0000 42,336.00 0.000 0.00 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 13,240.00 0.000 0.00 STRIPE (HAZARDOUS WASTE) 025 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 50,000.0000 50,000.00 1.000 50,000.00 026 NOISE MONITORING LS 1,000.0000 1,000.00 0.850 850.00 027 ABANDON CULVERT LF 20.0000 24,600.00 1,102.000 22,040.00 028 REMOVE METAL BEAM GUARD RAILING LF 5.0000 28,250.00 480.000 2,400.00 029 REMOVE ROADSIDE SIGN (WOOD POST) EA 1,700.0000 1,700.00 0.000 0.00 030 REMOVE ASPHALT CONCRETE DIKE LF 2.7500 64,625.00 0.000 0.00 031 REMOVE CULVERT LF 10.0000 37,200.00 4,344.000 43,440.00 032 REMOVE INLET EA 1,730.0000 84,770.00 49.000 84,770.00 033 REMOVE HEADWALL EA 2,445.0000 2,445.00 1.000 2,445.00 034 REMOVE DOWNDRAIN LF 24.0000 48,720.00 2,587.000 62,088.00 035 REMOVE MANHOLE EA 3,250.0000 9,750.00 3.000 9,750.00 036 ADJUST METAL BEAM GUARD RAILING LF 7.5000 750.00 0.000 0.00 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.9000 327,700.00 0.000 0.00 038 REMOVE CONCRETE CY 500.0000 500.00 2.300 1,150.00 039 REMOVE CONCRETE BARRIER (TYPE K) LF 14.0000 8,960.00 406.000 5,684.00 040 REMOVE CONCRETE BARRIER (TYPE 50) LF 19.0000 262,200.00 13,800.000 262,200.00 041 18" ALTERNATIVE PIPELINER LF 225.0000 189,000.00 906.000 203,850.00 042 24" ALTERNATIVE PIPELINER LF 275.0000 354,750.00 969.000 266,475.00 043 30" ALTERNATIVE PIPELINER LF 326.0000 133,660.00 0.000 0.00 044 36" ALTERNATIVE PIPELINER LF 448.0000 331,520.00 0.000 0.00 045 CULVERT CONTACT GROUTING CY 500.0000 28,500.00 16.630 8,315.00 046 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 047 REMOVE CRASH CUSHION EA 4,700.0000 4,700.00 1.000 4,700.00 048 CLEARING AND GRUBBING LS 390,000.0000 390,000.00 1.000 390,000.00 049 ROADWAY EXCAVATION (TYPE Z-2) CY 235.0000 70,500.00 85.110 20,000.85 85.110 20,000.85 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 3 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 08:15 AM ESTIMATE NO. 10 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAD COMPLIANCE PLAN LS 1,900.0000 1,900.00 1.000 1,900.00 051 STRUCTURE EXCAVATION (TYPE Z-2) CY 150.0000 9,750.00 65.000 9,750.00 (F) (AERIALLY DEPOSITED LEAD) (SOLDIER PILE WALL) 052 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 125.0000 5,000.00 40.000 5,000.00 (F) 053 SAND BACKFILL CY 27.5000 3,300.00 131.310 3,611.03 054 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 350.0000 42,000.00 172.000 60,200.00 (F) 055 LEAN CONCRETE BACKFILL CY 184.0000 8,280.00 45.000 8,280.00 (F) 056 CONCRETE BACKFILL CY 165.0000 425,700.00 4,878.000 804,870.00 (RAPID STRENGTH CONCRETE) 057 IMPORTED BORROW CY 25.0000 50,000.00 0.000 0.00 058 EROSION CONTROL (COMPOST BLANKET) CY 350.0000 22,050.00 11.260 3,941.00 11.260 3,941.00 059 FIBER ROLLS LF 2.6500 8,400.50 800.000 2,120.00 980.000 2,597.00 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 9,000.00 0.000 0.00 061 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1400 5,460.00 0.000 0.00 (SQFT) 062 CLASS 4 AGGREGATE SUBBASE CY 49.0000 80,850.00 0.000 0.00 063 HOT MIX ASPHALT (TYPE A) TON 92.0000 1,453,600.00 130.000 11,960.00 064 HOT MIX ASPHALT (OPEN GRADED) TON 71.0000 541,020.00 0.000 0.00 065 DATA CORE LS 4,350.0000 4,350.00 0.000 0.00 066 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 0.7000 10,150.00 0.000 0.00 067 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 780.00 0.000 0.00 068 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.7000 2,856.00 0.000 0.00 069 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.7000 2,100.00 0.000 0.00 070 PLACE HOT MIX ASPHALT SQYD 1,690.0000 845.00 0.000 0.00 (MISCELLANEOUS AREA) 071 ASPHALTIC EMULSION (PAINT BINDER) TON 1,014.0000 50,700.00 0.000 0.00 072 COMPACTION GROUTING CF 20.5000 133,865.00 3,494.000 71,627.00 073 30" DRILLED HOLE LF 60.0000 48,600.00 810.000 48,600.00 074 STEEL SOLDIER PILE (W 14 X 176) LF 121.0000 108,900.00 900.000 108,900.00 075 STRUCTURAL CONCRETE, CAP CY 900.0000 31,500.00 35.000 31,500.00 (F) PROGRAM CAS145 PAGE 4 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 08:15 AM ESTIMATE NO. 10 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 076 MINOR CONCRETE (MINOR STRUCTURE) CY 1,350.0000 295,650.00 235.330 317,695.50 (F) 077 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 078 DRILL AND BOND DOWEL LF 110.0000 1,980.00 0.000 0.00 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,144.00 0.000 0.00 (0.063"-UNFRAMED) 080 METAL (BARRIER MOUNTED SIGN) LB 8.5000 31,280.00 0.000 0.00 081 TIMBER LAGGING MFBM 2,950.0000 22,125.00 7.500 22,125.00 (F) 082 CLEAN AND PAINT STEEL SOLDIER PILING LS 18,750.0000 18,750.00 1.000 18,750.00 083 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 94.0000 3,572.00 17.000 1,598.00 084 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 97.0000 531,560.00 5,499.000 533,403.00 085 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 97.0000 26,190.00 270.000 26,190.00 086 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 103.0000 200,850.00 2,006.000 206,618.00 087 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 103.0000 33,990.00 312.000 32,136.00 088 30" ALTERNATIVE PIPE CULVERT (TYPE A) LF 113.0000 5,876.00 32.000 3,616.00 089 30" ALTERNATIVE PIPE CULVERT (TYPE B) LF 110.0000 31,900.00 299.000 32,890.00 090 18" ALTERNATIVE SLOTTED PIPE LF 107.0000 1,044,320.00 9,849.000 1,053,843.00 091 JACKED 24" REINFORCED CONCRETE PIPE LF 1,990.0000 398,000.00 0.000 0.00 (CLASS V) 092 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 093 48" CORRUGATED STEEL PIPE (.109" THICK) LF 2,200.0000 8,800.00 5.000 11,000.00 094 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 174,000.00 1,914.000 191,400.00 (.079" THICK) 095 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 107.0000 57,780.00 483.000 51,681.00 (.079" THICK) 096 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 123.0000 40,590.00 390.000 47,970.00 (.109" THICK) 097 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 130.0000 14,300.00 8.000 1,040.00 (.109" THICK) 098 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 137.0000 30,140.00 260.000 35,620.00 (.109" THICK) 099 ANCHOR ASSEMBLY EA 500.0000 87,500.00 198.000 99,000.00 100 24" TO 18" CORRUGATED STEEL ECCENTRIC EA 4,200.0000 4,200.00 1.000 4,200.00 REDUCER (.079" THICK) 101 REHABILITATE RISER METHOD A LF 1,040.0000 64,480.00 76.000 79,040.00 102 REHABILITATE RISER METHOD B LF 2,300.0000 71,300.00 30.000 69,000.00 PROGRAM CAS145 PAGE 5 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 08:15 AM ESTIMATE NO. 10 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 103 REHABILITATE RISER METHOD C LF 1,620.0000 55,080.00 53.000 85,860.00 104 48" WELDED STEEL PIPE (.375" THICK) LF 70.0000 2,170.00 5.000 350.00 105 12" STEEL FLARED END SECTION EA 853.0000 853.00 1.000 853.00 106 18" STEEL FLARED END SECTION EA 880.0000 9,680.00 11.000 9,680.00 107 24" STEEL FLARED END SECTION EA 930.0000 3,720.00 4.000 3,720.00 108 30" STEEL FLARED END SECTION EA 1,050.0000 2,100.00 1.000 1,050.00 109 36" STEEL FLARED END SECTION EA 1,225.0000 1,225.00 1.000 1,225.00 110 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 430.0000 11,610.00 26.960 11,592.80 111 ROCK SLOPE PROTECTION CY 430.0000 55,900.00 129.670 55,758.10 (FACING, METHOD B) 112 ROCK SLOPE PROTECTION CY 430.0000 11,180.00 29.900 12,857.00 (BACKING NO. 2, METHOD B) 113 ROCK SLOPE PROTECTION CY 430.0000 8,170.00 19.470 8,372.10 (BACKING NO. 3, METHOD B) 114 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 730.00 669.100 669.10 115 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 3,600.00 11.870 14,244.00 CONSTRUCTION) 116 MISCELLANEOUS IRON AND STEEL LB 1.2000 48,960.00 41,561.000 49,873.20 117 DELINEATOR (CLASS 1) EA 35.0000 2,485.00 0.000 0.00 118 MILEPOST MARKER EA 80.0000 9,600.00 0.000 0.00 119 OBJECT MARKER (TYPE L) EA 35.0000 315.00 0.000 0.00 120 OBJECT MARKER (TYPE P) EA 40.0000 40.00 0.000 0.00 121 METAL BEAM GUARD RAILING (STEEL POST) LF 19.0000 113,050.00 0.000 0.00 122 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 96,000.00 0.000 0.00 123 CABLE RAILING LF 26.0000 5,122.00 0.000 0.00 (F) 124 TRANSITION RAILING (TYPE WB) EA 3,000.0000 9,000.00 0.000 0.00 125 END SECTION EA 100.0000 200.00 0.000 0.00 126 TERMINAL SYSTEM (TYPE SRT) EA 2,020.0000 26,260.00 0.000 0.00 127 END CAP (TYPE A) EA 100.0000 400.00 0.000 0.00 128 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 2,040.00 0.000 0.00 129 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 08:15 AM ESTIMATE NO. 10 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 500.00 0.000 0.00 131 CONCRETE BARRIER (TYPE 60) LF 53.0000 752,600.00 14,252.000 755,356.00 132 THERMOPLASTIC PAVEMENT MARKING LF 2.0000 6,740.00 0.000 0.00 133 THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 9,590.00 0.000 0.00 (SPRAYABLE) 134 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.5000 1,235.00 0.000 0.00 135 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 3,100.00 0.000 0.00 136 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.850 850.00 SYSTEM ELEMENTS DURING CONSTRUCTION 137 INDUCTIVE LOOP DETECTOR LS 10,000.0000 10,000.00 0.000 0.00 138 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 139 ROADWAY EXCAVATION CY 38.0000 95,000.00 -526.320 -20,000.16 0.000 0.00 140 TEMPORARY RAILING (TYPE K) LF 62.0000 11,780.00 200.000 12,400.00 PROGRAM CAS145 PAGE 7 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264904 TIME 08:15 AM ESTIMATE NO. 10 BID OPENING 03/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,561.69 8,327,883.18 ADJUSTMENT OF COMPENSATION 0.00 230,132.85 EXTRA WORK 34,749.58 309,573.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 41,311.27 8,867,589.10 141 MOBILIZATION LS 115,000.0000 1,115,000.00 1.000 1,115,000.00 ORIGINAL CONTRACT AMOUNT 13,062,374.50 TOTAL WORK COMPLETED 41,311.27 9,982,589.10 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -50,000.00 TOTAL 41,311.27 9,932,589.10 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 04/25/11 118 06/06/11 06/20/11 04/25/12 101 86 3 5 72% 81% PROGRESS IS SATISFACTORY PROGRESS SATISFACTORY LAYMOUN, MOAID RESIDENT ENGINEER PROGRAM CAS145 DATE 03/21/12