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 01/12/11 EST. NO.20 TIME 08:00 AM R.E. NAME: DEALBA, FERNANDO 06-407214 --------------------------------------------------------------------------- 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 0077 5,634.63 E.W. @ F.A.(+) 010710 N 888888 002 0006 2,018.27 E.W. @ F.A.(+) 091109 N 0024.0 0015 728.51 010710 N 628419 004 0019 1,592.01 E.W. @ F.A.(+) 010710 N 628420 005 0050 1,593.91 E.W. @ F.A.(+) 010710 N 628421 006 0025 968.99 E.W. @ F.A.(+) 010710 N 628422 008 0002-1 -384.71 E.W. @ F.A.(+) 101309 N 0044.0 DAO CORRECTING ENTRY 0003-1 -273.00 120909 N 0088.0 DAO CORRECTING ENTRY 0004-1 -472.36 121109 N 0090.0 DAO CORRECTING ENTRY 0005-1 -935.48 121409 N 0095.0 DAO CORRECTING ENTRY 0006-1 -949.88 121509 N 0097.0 DAO CORRECTING ENTRY 0007-1 -549.88 121609 N 0098.0 DAO CORRECTING ENTRY 0009-1 -401.43 121809 N 0104.0 DAO CORRECTING ENTRY 0010-1 -656.60 122209 N 0111.0 DAO CORRECTING ENTRY 0011-1 -299.33 020810 Y 0168.0 DAO CORRECTING ENTRY 0012-1 -250.89 022610 Y 0188.0 DAO CORRECTING ENTRY 0018-1 -335.52 021810 Y 0183.0 DAO CORRECTING ENTRY 0019-1 -288.00 041410 Y 0260.0 DAO CORRECTING ENTRY 0021-1 -878.62 122309 Y 0115.0 DAO CORRECTING ENTRY 0022-1 -583.46 012110 Y 0144.0 DAO CORRECTING ENTRY 0023-1 -269.87 033010 Y 0247.0 DAO CORRECTING ENTRY 0025-1 -506.57 062110 Y 0478.0 DAO CORRECTING ENTRY 0026 5,288.40 010710 N 628423 010 0070 3,633.12 E.W. @ F.A.(+) 010710 N 628424 013 0030 9,132.46 E.W. @ F.A.(+) 010710 N 628425 015 0013 46,189.55 E.W. @ F.A.(+) 010710 N 628426 018 0003 2,012.00 E.W. @ L.S.(+) 090910 N 852364 020 0056 2,552.91 E.W. @ F.A.(+) 010710 N 628429 022 0060 10,012.90 E.W. @ F.A.(+) 010710 N 628430 025 0054 7,241.19 E.W. @ F.A.(+) 010710 N 628431 027 0007 24,446.13 E.W. @ F.A.(+) 010710 N 628432 115,009.38 TOTAL THIS ESTIMATE 407,989.52 TOTAL PREVIOUS ESTIMATE 522,998.90 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 01/12/11 EST. NO.20 TIME 08:00 AM R.E. NAME: DEALBA, FERNANDO 06-407214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO CANCEL COZEEP FEE -319.72 16 OUT OF STATE INSPECT -5,000.00 16 ANT 14LDS @ 3900 P/D -54,600.00 17 MISS CEM 4401 -10,000.00 19 REL ANT 14 LDS 54,600.00 19 0.00 -15,319.72 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 05 RECD PYRL #5 10,000.00 16 MISS PYRL -2,000.00 17 MISS PYRL -10,000.00 19 0.00 -12,000.00 LIQUIDATED DAMAGES 14 LDA @ 3900 P/D -54,600.00 19 0.00 -54,600.00 OTHER OUTSTANDING DOCUMENTS MISS CEM 2402F -10,000.00 19 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -91,919.72 PROGRAM CAS145 PAGE 1 DATE 01/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407214 TIME 08:00 AM ESTIMATE NO. 20 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/10 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 01/12/11 LOCATION SEMI-FINAL ESTIMATE 06-MAD-145-8.8/9.1 ------------------- 06-MAD-99-10.1/10.4 FLATIRON WEST INC IN MADERA COUNTY IN MADERA ON 2100 GOODYEAR ROAD ROUTE 99 AND ON ROUTE 145 BENICIA CA 94510 FED. AID NO. HPLU-6206(13)E WIDEN BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 3,500.0000 3,500.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 260.0000 59,800.00 280.000 72,800.00 03 TEMPORARY FENCE (TYPE ESA) M 9.0000 5,760.00 476.000 4,284.00 04 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000.00 05 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 8.0000 5,200.00 609.600 4,876.80 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 7,500.00 2.000 5,000.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 3.000 10,500.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 5,000.00 10.000 5,000.00 10 STREET SWEEPING LS 9,500.0000 9,500.00 1.000 9,500.00 11 TELEPHONE CONDUIT M 10.0000 43,100.00 3,930.000 39,300.00 12 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 1.000 4,000.00 13 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 14 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 2,860.00 180.000 11,700.00 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 1.000 15,000.00 16 TEMPORARY RAILING (TYPE K) M 45.0000 25,650.00 494.000 22,230.00 17 TEMPORARY CRASH CUSHION MODULE EA 150.0000 11,700.00 63.000 9,450.00 18 ABANDON CULVERT M 60.0000 2,520.00 6.000 360.00 19 REMOVE FENCE M 250.0000 500.00 2.000 500.00 20 REMOVE METAL BEAM GUARD RAILING M 83.0000 3,071.00 104.100 8,640.30 21 REMOVE PAINTED TRAFFIC STRIPE M 6.4000 2,496.00 19.000 121.60 22 REMOVE ROADSIDE SIGN EA 85.0000 1,105.00 13.000 1,105.00 PROGRAM CAS145 PAGE 2 DATE 01/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407214 TIME 08:00 AM ESTIMATE NO. 20 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/10 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 01/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE DIKE M 15.0000 585.00 51.500 772.50 24 REMOVE CULVERT M 95.0000 3,230.00 46.000 4,370.00 25 REMOVE INLET EA 700.0000 3,500.00 5.000 3,500.00 26 REMOVE DECK CHIP SEAL M2 20.0000 12,860.00 643.000 12,860.00 27 REMOVE BASE AND SURFACING M3 20.0000 300.00 0.000 0.00 28 REMOVE CONCRETE DECK SURFACE M2 48.0000 11,040.00 230.000 11,040.00 29 RECONSTRUCT CHAIN LINK FENCE M 130.0000 4,680.00 36.000 4,680.00 30 RELOCATE HYDRANT EA 3,500.0000 3,500.00 1.000 3,500.00 31 RELOCATE ROADSIDE SIGN-ONE POST EA 130.0000 3,380.00 28.000 3,640.00 32 RELOCATE ROADSIDE SIGN-TWO POST EA 330.0000 990.00 3.000 990.00 33 RELOCATE ROADSIDE SIGN EA 100.0000 200.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 34 ADJUST FRAME AND COVER TO GRADE EA 1,300.0000 20,800.00 13.000 16,900.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 10,480.00 1,198.200 9,585.60 36 REMOVE CONCRETE SIDEWALK M2 80.0000 1,920.00 24.000 1,920.00 37 REMOVE CONCRETE BARRIER M 100.0000 6,200.00 66.347 6,634.70 38 REMOVE CONCRETE ISLAND (PORTIONS) M2 30.0000 9,600.00 342.380 10,271.40 39 PREPARE CONCRETE BRIDGE DECK SURFACE M2 7.2000 1,656.00 230.000 1,656.00 40 CLEAN BRIDGE DECK M2 3.4000 2,186.20 643.000 2,186.20 41 BRIDGE REMOVAL (PORTION) LS 30,000.0000 30,000.00 0.800 24,000.00 42 PUMP PLANT REMOVAL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000.00 43 CLEARING AND GRUBBING LS 8,000.0000 8,000.00 1.000 8,000.00 44 ROADWAY EXCAVATION M3 30.0000 71,400.00 2,407.750 72,232.50 45 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 46 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 80,400.00 1,340.000 80,400.00 F) 47 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 59,680.00 746.000 59,680.00 F) 48 SAND BACKFILL M3 150.0000 1,050.00 0.000 0.00 49 IMPORTED MATERIAL (SHOULDER BACKING) TONN 55.0000 2,090.00 36.760 2,021.80 PROGRAM CAS145 PAGE 3 DATE 01/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407214 TIME 08:00 AM ESTIMATE NO. 20 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/10 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 01/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 HIGHWAY PLANTING LS 34,000.0000 34,000.00 1.000 34,000.00 51 EROSION CONTROL (COMPOST BLANKET) M3 152.0000 4,560.00 24.720 3,757.44 52 MAINTAIN EXISTING PLANTED AREAS LS 7,500.0000 7,500.00 1.000 7,500.00 53 PLANT ESTABLISHMENT WORK LS 4,000.0000 4,000.00 1.000 4,000.00 54 MAINTAIN EXISTING IRRIGATION FACILITIES LS 2,500.0000 2,500.00 1.000 2,500.00 55 IRRIGATION SYSTEM LS 37,000.0000 37,000.00 1.000 37,000.00 56 NPS 2 SUPPLY LINE (BRIDGE) M 90.0000 7,740.00 86.000 7,740.00 F) 57 250 MM CORRUGATED HIGH DENSITY M 50.0000 4,300.00 86.000 4,300.00 POLYETHYLENE PIPE CONDUIT 58 EXTEND 200 MM CONDUIT M 185.0000 2,035.00 11.000 2,035.00 59 CLASS 2 AGGREGATE BASE M3 65.0000 48,750.00 595.860 38,730.90 60 HOT MIX ASPHALT (TYPE A) TONN 83.0000 209,160.00 3,563.474 295,768.34 61 PLACE HOT MIX ASPHALT DIKE M 15.0000 2,850.00 196.600 2,949.00 62 PLACE HOT MIX ASPHALT M2 30.0000 9,900.00 1,006.880 30,206.40 (MISCELLANEOUS AREA) 63 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 157,500.00 450.000 157,500.00 F) 64 STRUCTURAL CONCRETE, BRIDGE M3 850.0000 688,500.00 810.000 688,500.00 F) 65 CLASS 1 CONCRETE (PUMP PLANT) M3 1,700.0000 15,300.00 9.000 15,300.00 F) 66 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 27,200.00 17.760 28,416.00 F) 67 DRILL AND BOND DOWEL M 120.0000 19,920.00 200.000 24,000.00 68 CLEAN EXPANSION JOINT M 63.0000 2,079.00 0.000 0.00 69 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,000.0000 120,000.00 20.000 120,000.00 GIRDER (10 M - 15 M) 70 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 200,000.00 20.000 200,000.00 GIRDER (20 M - 25 M) 71 ERECT PRECAST PRESTRESSED CONCRETE EA 1,500.0000 60,000.00 40.000 60,000.00 GIRDER 72 FURNISH POLYESTER CONCRETE OVERLAY M3 4,095.0000 20,475.00 6.000 24,570.00 73 PLACE POLYESTER CONCRETE OVERLAY M2 68.0000 15,640.00 230.000 15,640.00 F) 74 CONCRETE BLOCK WALL M2 885.0000 2,743.50 0.000 0.00 75 JOINT SEAL (MR 25 MM) M 155.0000 12,555.00 0.000 0.00 76 BAR REINFORCING STEEL (BRIDGE) KG 1.2300 299,259.00 243,300.000 299,259.00 F) PROGRAM CAS145 PAGE 4 DATE 01/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407214 TIME 08:00 AM ESTIMATE NO. 20 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/10 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 01/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TREAT BRIDGE DECK M2 3.3500 2,154.05 643.000 2,154.05 F) 78 FURNISH BRIDGE DECK TREATMENT MATERIAL L 30.0000 7,860.00 265.000 7,950.00 79 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 25.0000 25,800.00 1,032.000 25,800.00 F) WITH WALKWAY) 80 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 6.2000 6,398.40 1,032.000 6,398.40 F) WITH WALKWAY) 81 FURNISH LAMINATED PANEL SIGN M2 230.0000 2,760.00 12.000 2,760.00 (25.4 MM-TYPE A) 82 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 2,070.00 23.670 2,722.05 (1.6 MM-UNFRAMED) 83 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 1,125.00 9.000 1,125.00 (2.0 MM-UNFRAMED) 84 FURNISH SINGLE SHEET ALUMINUM SIGN M2 155.0000 775.00 6.080 942.40 (1.6 MM-FRAMED) 85 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 1,155.00 7.000 1,155.00 (2.0 MM-FRAMED) 86 ROADSIDE SIGN - ONE POST EA 230.0000 3,220.00 18.000 4,140.00 87 ROADSIDE SIGN - TWO POST EA 400.0000 2,000.00 3.000 1,200.00 88 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 6,560.00 41.000 6,560.00 89 300 MM REINFORCED CONCRETE PIPE M 180.0000 450.00 14.500 2,610.00 90 375 MM REINFORCED CONCRETE PIPE M 220.0000 506.00 2.300 506.00 91 450 MM REINFORCED CONCRETE PIPE M 150.0000 27,000.00 134.380 20,157.00 92 1200 MM REINFORCED CONCRETE PIPE M 550.0000 50,050.00 91.000 50,050.00 93 150 MM PLASTIC PIPE M 15.0000 48.00 0.000 0.00 94 DRAINAGE INLET MARKER EA 195.0000 2,340.00 11.000 2,145.00 95 PIPE MANHOLE M 3,000.0000 3,300.00 1.100 3,300.00 96 MINOR CONCRETE (BACKFILL) M3 180.0000 5,400.00 57.310 10,315.80 97 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 112,000.00 337.210 118,023.50 CONSTRUCTION) 98 MISCELLANEOUS IRON AND STEEL KG 5.0000 7,655.00 1,531.000 7,655.00 F) 99 MISCELLANEOUS METAL KG 24.0000 22,800.00 950.000 22,800.00 F) (RESTRAINER - CABLE TYPE) 00 MISCELLANEOUS METAL (BRIDGE) KG 35.0000 17,500.00 500.000 17,500.00 F) 01 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 31,200.00 2,600.000 31,200.00 F) 02 PUMPING PLANT METAL WORK KG 15.0000 2,775.00 0.000 0.00 F) 03 DELINEATOR (CLASS 1) EA 97.0000 1,552.00 16.000 1,552.00 PROGRAM CAS145 PAGE 5 DATE 01/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407214 TIME 08:00 AM ESTIMATE NO. 20 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/10 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 01/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 METAL BEAM GUARD RAILING (STEEL POST) M 150.0000 570.00 24.500 3,675.00 05 CHAIN LINK RAILING (TYPE 7) M 170.0000 28,390.00 167.000 28,390.00 F) 06 CONCRETE BARRIER (TYPE 26 MODIFIED) M 300.0000 50,100.00 167.000 50,100.00 F) 07 TRANSITION RAILING (TYPE WB) EA 4,200.0000 8,400.00 2.000 8,400.00 08 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 4,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60E) M 495.0000 30,690.00 66.400 32,868.00 10 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 8,640.00 283.620 9,075.84 11 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6000 2,418.00 992.000 2,579.20 12 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.9000 2,457.00 508.000 1,981.20 13 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 325.00 130.000 325.00 (BROKEN 1.83 M - 0.30 M) 14 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 450.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 15 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 2,000.00 760.000 1,900.00 (BROKEN 5.18 M - 2.14 M) 16 PAVEMENT MARKER (RETROREFLECTIVE) EA 13.0000 3,510.00 216.000 2,808.00 17 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 1.000 500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 18 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 1.000 100,000.00 19 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 1.000 100,000.00 20 SIGNAL AND LIGHTING (LOCATION 3) LS 65,000.0000 65,000.00 1.000 65,000.00 21 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 132,000.0000 132,000.00 0.669 88,308.00 22 EMERGENCY VEHICLE DETECTOR SYSTEM LS 7,000.0000 7,000.00 1.000 7,000.00 (LOCATION 1) 23 EMERGENCY VEHICLE DETECTOR SYSTEM LS 7,000.0000 7,000.00 1.000 7,000.00 (LOCATION 2) 24 EMERGENCY VEHICLE DETECTOR SYSTEM LS 7,000.0000 7,000.00 1.000 7,000.00 (LOCATION 3) 25 SPRINKLER CONTROL CONDUIT (BRIDGE) M 126.0000 12,600.00 77.000 9,702.00 PROGRAM CAS145 PAGE 6 DATE 01/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407214 TIME 08:00 AM ESTIMATE NO. 20 BID OPENING 04/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/10 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 01/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 3,616,213.92 ADJUSTMENT OF COMPENSATION 0.00 49,730.52 EXTRA WORK 115,009.38 473,268.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 115,009.38 4,139,212.82 26 MOBILIZATION LS 390,000.0000 390,000.00 1.000 390,000.00 ORIGINAL CONTRACT AMOUNT 3,966,959.15 TOTAL WORK COMPLETED 115,009.38 4,529,212.82 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -91,919.72 TOTAL 115,009.38 4,437,293.10 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/20/09 320 07/09/09 07/09/09 12/07/10 370 18 50 0 100% 100% DEALBA, FERNANDO RESIDENT ENGINEER PROGRAM CAS145 DATE 01/12/11