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 06/18/09 EST. NO.03 TIME 03:41 PM R.E. NAME: SAOUD, NAHRO 08-472214 --------------------------------------------------------------------------- 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 06/18/09 EST. NO.03 TIME 03:41 PM R.E. NAME: SAOUD, NAHRO 08-472214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 03:41 PM ESTIMATE NO. 03 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/09 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 06/18/09 LOCATION PROGRESS ESTIMATE 08-SBD-15-0.0/3.8 ----------------- SECURITY PAVING COMPANY INC. IN SAN BERNARDINO AND RIVERSIDE P.O. BOX 1489 COUNTIES AT VARIOUS LOCATIONS FROM SUN VALLEY, CA 91353-1489 ROUTE 15/60 SEPARATION TO SEVENTH STREET UNDERCROSSING FED. AID NO. ACIM-151(151)E ,HFL-HIHL(1)E REHABILITATE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.040 200.00 0.190 950.00 02 TIME-RELATED OVERHEAD WDAY 4,900.0000 2,009,000.00 16.000 78,400.00 46.000 225,400.00 03 TEMPORARY FENCE (TYPE ESA) M 14.0000 47,460.00 0.000 0.00 04 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.040 2,400.00 0.110 6,600.00 05 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.530 2,120.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 9.5000 2,090.00 0.000 0.00 07 TEMPORARY SILT FENCE M 8.0000 33,920.00 120.000 960.00 120.000 960.00 08 TEMPORARY GRAVEL BAG BERM M 16.5000 32,340.00 0.000 0.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 24,500.00 2.000 7,000.00 10 TEMPORARY COVER M2 6.0000 12,000.00 0.000 0.00 11 MOVE-IN/MOVE-OUT EA 600.0000 600.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 12 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 44,000.00 17.000 3,400.00 17.000 3,400.00 13 STREET SWEEPING LS 80,000.0000 80,000.00 0.040 3,200.00 0.110 8,800.00 14 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 180,000.0000 180,000.00 0.040 7,200.00 0.110 19,800.00 15 CONSTRUCTION AREA SIGNS LS 105,500.0000 105,500.00 0.010 1,055.00 0.480 50,640.00 16 TRAFFIC CONTROL SYSTEM LS 1200,000.0000 1,200,000.00 0.040 48,000.00 0.110 132,000.00 17 TYPE II BARRICADE EA 100.0000 200.00 0.000 0.00 18 TYPE III BARRICADE EA 100.0000 1,200.00 6.000 600.00 19 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 10,850.00 46.000 1,610.00 56.000 1,960.00 20 FLASHING BEACON (PORTABLE) EA 1,000.0000 18,000.00 10.000 10,000.00 21 TEMPORARY PAVEMENT MARKER EA 3.2000 11,328.00 3,987.000 12,758.40 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 150,000.00 8.000 40,000.00 PROGRAM CAS145 PAGE 2 DATE 06/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 03:41 PM ESTIMATE NO. 03 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/09 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 06/18/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 23.5000 1,165,600.00 780.290 18,336.82 14,344.290 337,090.82 24 TEMPORARY CRASH CUSHION MODULE EA 180.0000 91,800.00 140.000 25,200.00 168.000 30,240.00 25 TEMPORARY TRAFFIC SCREEN M 11.0000 545,600.00 0.000 0.00 26 ABANDON CULVERT M 70.0000 26,600.00 0.000 0.00 27 REMOVE METAL BEAM GUARD RAILING M 50.0000 91,000.00 624.840 31,242.00 1,779.270 88,963.50 28 REMOVE TRAFFIC STRIPE M 0.9500 210,900.00 27,089.000 25,734.55 29 REMOVE PAVEMENT MARKING M2 16.0000 2,080.00 61.200 979.20 30 REMOVE PAVEMENT MARKER EA 0.5300 12,296.00 9,381.000 4,971.93 31 REMOVE ROADSIDE SIGN EA 275.0000 550.00 2.000 550.00 32 REMOVE SIGN STRUCTURE EA 11,000.0000 66,000.00 6.000 66,000.00 33 REMOVE ASPHALT CONCRETE DIKE M 3.6000 43,560.00 0.000 0.00 34 REMOVE GRATED LINE DRAIN M 350.0000 2,100.00 0.000 0.00 35 REMOVE INLET EA 1,750.0000 17,500.00 0.000 0.00 36 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 750.0000 2,250.00 0.000 0.00 37 SALVAGE METAL BRIDGE RAILING M 6.0000 12,240.00 650.000 3,900.00 38 SALVAGE CONCRETE BARRIER (TYPE K) M 9.5000 58,045.00 0.000 0.00 39 RECONSTRUCT ASPHALT CONCRETE ENTRANCE EA 400.0000 8,000.00 0.000 0.00 TAPER 40 RESET MILEPOST MARKER EA 35.0000 175.00 0.000 0.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.4500 372,600.00 0.000 0.00 42 REMOVE CONCRETE (STRUCTURE) M3 200.0000 1,400.00 0.000 0.00 43 CLEAN BRIDGE DECK M2 2.1200 83,104.00 0.000 0.00 44 CAP INLET EA 1,300.0000 39,000.00 0.000 0.00 45 BRIDGE REMOVAL (PORTION), LOCATION A LS 17,500.0000 17,500.00 0.650 11,375.00 46 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,700.0000 30,700.00 0.650 19,955.00 47 BRIDGE REMOVAL (PORTION), LOCATION C LS 43,500.0000 43,500.00 0.650 28,275.00 48 BRIDGE REMOVAL (PORTION), LOCATION D LS 29,700.0000 29,700.00 0.650 19,305.00 49 BRIDGE REMOVAL (PORTION), LOCATION E LS 37,100.0000 37,100.00 0.650 24,115.00 PROGRAM CAS145 PAGE 3 DATE 06/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 03:41 PM ESTIMATE NO. 03 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/09 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 06/18/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION), LOCATION F LS 30,700.0000 30,700.00 0.650 19,955.00 51 SALVAGE CRASH CUSHION MODULES EA 2,500.0000 2,500.00 0.000 0.00 52 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.040 1,200.00 0.110 3,300.00 53 ROADWAY EXCAVATION M3 28.0000 1,128,400.00 1,921.650 53,806.20 1,921.650 53,806.20 54 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 55 ASBESTOS CONTAINING MATERIALS REMOVAL LS 10,000.0000 10,000.00 0.500 5,000.00 56 ASBESTOS COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 57 STRUCTURE EXCAVATION (BRIDGE) M3 127.0000 77,470.00 220.000 27,940.00 490.000 62,230.00 F) 58 STRUCTURE BACKFILL (BRIDGE) M3 163.0000 81,989.00 0.000 0.00 F) 59 SAND BACKFILL M3 145.0000 11,455.00 0.000 0.00 60 DITCH EXCAVATION M3 30.0000 35,700.00 0.000 0.00 61 IMPORTED MATERIAL (SHOULDER BACKING) TONN 45.0000 3,195.00 0.000 0.00 62 EROSION CONTROL (TYPE D) HA 8,100.0000 25,920.00 0.000 0.00 63 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 550.00 0.000 0.00 64 250 MM WELDED STEEL PIPE CONDUIT M 165.0000 10,725.00 0.000 0.00 (6.35 MM THICK) 65 CLASS 2 AGGREGATE BASE M3 33.0000 405,900.00 0.000 0.00 66 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 47,500.00 0.000 0.00 67 ASPHALT CONCRETE (TYPE A) TONN 64.0500 6,071,940.00 0.000 0.00 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 45.0000 2,610.00 0.000 0.00 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.5000 1,125.00 0.000 0.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 4.5000 33,165.00 0.000 0.00 71 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.5000 16,920.00 0.000 0.00 72 LIQUID ASPHALT, MC-70 (PRIME COAT) TONN 690.0000 131,100.00 0.000 0.00 73 ASPHALTIC EMULSION (PAINT BINDER) TONN 690.0000 213,900.00 0.000 0.00 74 CONCRETE PAVEMENT M3 187.0000 2,954,600.00 0.000 0.00 75 REPLACE CONCRETE PAVEMENT M3 315.0000 11,907,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 76 REPLACE CONCRETE PAVEMENT M2 418.0000 4,598,000.00 0.000 0.00 (PRECAST CONCRETE) PROGRAM CAS145 PAGE 4 DATE 06/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 03:41 PM ESTIMATE NO. 03 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/09 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 06/18/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SEAL PAVEMENT JOINT M 8.3000 444,880.00 0.000 0.00 78 SEAL LONGITUDINAL ISOLATION JOINT M 7.9000 255,960.00 0.000 0.00 79 GRIND EXISTING CONCRETE M2 4.7200 906,240.00 13,633.720 64,351.16 PAVEMENT 80 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 317.0000 302,735.00 275.500 87,333.50 275.500 87,333.50 PILING 81 1.32 M CAST-IN-DRILLED-HOLE CONCRETE M 3,485.0000 146,370.00 0.000 0.00 PILING 82 PRESTRESSING CAST-IN-PLACE CONCRETE LS 247,000.0000 247,000.00 0.000 0.00 83 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 870.0000 113,100.00 24.000 20,880.00 74.000 64,380.00 F) 84 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 1,636,000.00 80.500 64,400.00 80.500 64,400.00 F) 85 STRUCTURAL CONCRETE, APPROACH SLAB M3 930.0000 325,500.00 0.000 0.00 F) (TYPE N) 86 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,230.0000 2,361,600.00 0.000 0.00 (TYPE R) 87 MINOR CONCRETE (MINOR STRUCTURE) M3 2,525.0000 315,625.00 0.000 0.00 F) 88 PAVING NOTCH EXTENSION M3 7,875.0000 393,750.00 0.000 0.00 89 DRILL AND BOND DOWEL M 100.0000 14,000.00 89.370 8,937.00 104.000 10,400.00 90 CORE CONCRETE (201 MM - 250 MM) M 250.0000 600.00 0.000 0.00 91 CORE TREATED BRIDGE DECK EA 150.0000 7,500.00 0.000 0.00 92 JOINT SEAL (MR 30 MM) M 152.0000 118,560.00 0.000 0.00 93 JOINT SEAL (MR 15 MM) M 236.0000 16,520.00 0.000 0.00 94 BAR REINFORCING STEEL (BRIDGE) KG 1.8900 554,620.50 2,808.000 5,307.12 9,554.000 18,057.06 F) 95 TREAT BRIDGE DECK M2 2.1200 83,104.00 0.000 0.00 F) 96 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.9500 332,476.50 0.000 0.00 97 FURNISH SIGN STRUCTURE (TUBULAR) KG 13.6500 1,882,840.05 0.000 0.00 F) 98 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 68,968.50 0.000 0.00 F) 99 FURNISH LAMINATED PANEL SIGN M2 207.0000 86,940.00 336.000 69,552.00 (25.4 MM-TYPE A) 00 FURNISH LAMINATED PANEL SIGN M2 200.0000 3,000.00 12.000 2,400.00 (25.4 MM-TYPE B) 01 1524 MM CAST-IN-DRILLED-HOLE M 1,300.0000 195,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 02 INSTALL ROADSIDE SIGN EA 2,020.0000 4,040.00 0.000 0.00 (LAMINATED WOOD BOX POST) 03 300 MM ALTERNATIVE PIPE CULVERT M 262.0000 28,820.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 03:41 PM ESTIMATE NO. 03 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/09 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 06/18/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 375 MM ALTERNATIVE PIPE CULVERT M 308.0000 98,560.00 0.000 0.00 05 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 312,000.00 0.000 0.00 06 600 MM ALTERNATIVE PIPE CULVERT M 268.0000 67,000.00 0.000 0.00 07 GRATED LINE DRAIN M 423.0000 97,290.00 0.000 0.00 08 300 MM CORRUGATED STEEL PIPE RISER M 1,092.0000 8,736.00 0.000 0.00 (1.63 MM THICK) 09 375 MM ALTERNATIVE FLARED END SECTION EA 360.0000 5,400.00 0.000 0.00 10 450 MM ALTERNATIVE FLARED END SECTION EA 556.0000 1,668.00 0.000 0.00 11 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 300.0000 33,000.00 0.000 0.00 12 ROCK SLOPE PROTECTION M3 425.0000 1,020.00 0.000 0.00 (BACKING NO. 1, METHOD B) 13 SLOPE PAVING (CONCRETE) M3 715.0000 32,175.00 0.000 0.00 F) 14 ROCK SLOPE PROTECTION FABRIC M2 4.0000 920.00 0.000 0.00 15 MISCELLANEOUS IRON AND STEEL KG 4.0000 97,492.00 0.000 0.00 16 MISCELLANEOUS METAL (BRIDGE) KG 70.0000 3,360.00 0.000 0.00 F) 17 METAL BEAM GUARD RAILING M 79.0000 77,420.00 0.000 0.00 18 CHAIN LINK RAILING (TYPE 7L) M 239.0000 27,963.00 0.000 0.00 F) 19 TRANSITION RAILING (TYPE WB) EA 3,472.0000 180,544.00 0.000 0.00 20 END ANCHOR ASSEMBLY (TYPE SFT) EA 671.0000 6,039.00 0.000 0.00 21 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 7,800.00 0.000 0.00 22 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,170.0000 34,870.00 0.000 0.00 23 CRASH CUSHION (REACT 62B060) EA 82,000.0000 82,000.00 0.000 0.00 24 CONCRETE BARRIER (TYPE 60) M 102.0000 163,200.00 0.000 0.00 25 CONCRETE BARRIER (TYPE 60A) M 181.0000 9,593.00 0.000 0.00 F) 26 CONCRETE BARRIER (TYPE 60C) M 147.0000 88,200.00 0.000 0.00 27 CONCRETE BARRIER (TYPE 60E) M 535.0000 35,310.00 0.000 0.00 28 CONCRETE BARRIER (TYPE 60G) M 131.0000 364,180.00 0.000 0.00 29 CONCRETE BARRIER (TYPE 60GC) M 170.0000 212,500.00 0.000 0.00 30 CONCRETE BARRIER (TYPE 60GE) M 673.0000 87,490.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 03:41 PM ESTIMATE NO. 03 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/09 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 06/18/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 370.0000 93,610.00 0.000 0.00 F) 32 CONCRETE BARRIER (TYPE 732R) M 369.0000 199,998.00 0.000 0.00 F) 33 CONCRETE BARRIER (TYPE 60GC MODIFIED) M 472.0000 26,432.00 0.000 0.00 F) 34 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 1,600.00 0.000 0.00 35 THERMOPLASTIC TRAFFIC STRIPE M 0.3700 44,030.00 0.000 0.00 (SPRAYABLE) 36 PAINT TRAFFIC STRIPE (2-COAT) M 0.3200 55,680.00 59,600.000 19,072.00 37 PAINT PAVEMENT MARKING (2-COAT) M2 32.0000 384.00 0.000 0.00 38 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 19,425.00 0.000 0.00 39 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0500 23,973.00 0.000 0.00 40 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,900.0000 15,900.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 41 MODIFY TRAFFIC MONITORING STATION LS 128,400.0000 128,400.00 0.218 27,991.20 42 TRAFFIC MONITORING STATION LS 32,600.0000 32,600.00 0.050 1,630.00 0.205 6,683.00 43 MODIFY RAMP METERING SYSTEM LS 82,300.0000 82,300.00 0.110 9,053.00 0.463 38,104.90 44 MODIFY CLOSED CIRCUIT TELEVISION LS 82,400.0000 82,400.00 0.000 0.00 SYSTEM 45 MODIFY LIGHTING AND SIGN ILLUMINATION LS 211,700.0000 211,700.00 0.001 211.70 0.047 9,949.90 46 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 36,000.0000 36,000.00 0.000 0.00 47 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 48 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,496.0000 98,736.00 0.000 0.00 PILING PROGRAM CAS145 PAGE 7 DATE 06/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 03:41 PM ESTIMATE NO. 03 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/09 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 06/18/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 501,902.34 1,815,409.32 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 501,902.34 1,815,409.32 49 MOBILIZATION LS 2850,000.0000 2,850,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 51,863,899.55 TOTAL WORK COMPLETED 501,902.34 1,815,409.32 MATERIALS ON HAND ON SITE 153,534.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 501,902.34 1,968,943.82 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 02/09/09 410 04/06/09 04/06/09 11/30/10 46 1 0 2 3% 11% PROGRESS IS SATISFACTORY SAOUD, NAHRO RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 06/18/09