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 05/21/09 EST. NO.15 TIME 09:28 AM R.E. NAME: ALBANO FLORANTE 04-444004 --------------------------------------------------------------------------- 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 0017 2,011.84 E.W. @ F.A.(+) 100708 N 0064.0 0018 1,395.59 100808 N 0065.0 0019 104.86 101008 N 0066.0 005 0018 3,019.21 E.W. @ F.A.(+) 051508 N 0093.0 0019 2,402.10 051608 N 0094.0 0020 3,044.42 052708 N 0095.0 0021 3,139.57 052808 N 0096.0 0022 3,235.47 052808 N 0097.0 0023 3,305.04 052108 N 0098.0 0024 3,342.86 052208 N 0099.0 0025 1,455.29 082208 N 0100.0 0026 4,026.78 052008 N 0101.0 0027 5,000.06 052308 N 0102.0 0028 2,945.62 032608 N 0085.0 0029 1,615.29 051408 N 0092.0 40,044.00 TOTAL THIS ESTIMATE 213,332.87 TOTAL PREVIOUS ESTIMATE 253,376.87 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 05/21/09 EST. NO.15 TIME 09:28 AM R.E. NAME: ALBANO FLORANTE 04-444004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444004 TIME 09:28 AM ESTIMATE NO. 15 BID OPENING 11/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: ALBANO FLORANTE DATE OF THIS ESTIMATE 05/21/09 LOCATION PROGRESS ESTIMATE 04-ALA-84-R4.9/R5.9 ----------------- PAVEX CONSTRUCTION DIVISION IN ALAMEDA COUNTY IN NEWARK FROM 120 GRANITE ROCK WAY NEWARK BOULEVARD UNDERCROSSING TO SAN JOSE, CA 95136 0.2 KM WEST OF ROUTE 880/84 SEPARATION FED. AID NO. N O N E WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 0.900 4,500.00 02 TIME-RELATED OVERHEAD LS 170,000.0000 170,000.00 1.000 170,000.00 03 TEMPORARY FENCE (TYPE ESA) M 20.0000 1,200.00 60.000 1,200.00 04 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 1.000 10,000.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 6,000.00 3.000 6,000.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 3,000.00 6.000 6,000.00 08 TEMPORARY CHECK DAM M 250.0000 4,750.00 0.000 0.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 4,375.00 25.000 4,375.00 10 CONSTRUCTION AREA SIGNS LS 7,750.0000 7,750.00 1.000 7,750.00 S) 11 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 S) 12 TEMPORARY PAVEMENT MARKING (PAINT) M2 32.0000 3,840.00 78.300 2,505.60 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1700 9,886.50 4,215.000 4,931.55 14 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 2,550.00 86.000 2,150.00 15 TEMPORARY PAVEMENT MARKER EA 4.6600 7,269.60 1,530.000 7,129.80 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,000.0000 10,000.00 2.000 4,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 68.0000 298,520.00 4,338.350 295,007.80 18 TEMPORARY CRASH CUSHION MODULE EA 450.0000 28,350.00 72.000 32,400.00 19 TEMPORARY TRAFFIC SCREEN M 20.0000 79,400.00 1,498.800 29,976.00 20 ABANDON CULVERT EA 1,500.0000 1,500.00 1.000 1,500.00 21 REMOVE METAL BEAM GUARD RAILING M 16.0000 1,280.00 80.000 1,280.00 22 REMOVE SINGLE THRIE BEAM BARRIER M 16.0000 36,480.00 2,280.000 36,480.00 PROGRAM CAS145 PAGE 2 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444004 TIME 09:28 AM ESTIMATE NO. 15 BID OPENING 11/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: ALBANO FLORANTE DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE DOUBLE THRIE BEAM BARRIER M 16.0000 3,520.00 220.000 3,520.00 24 REMOVE FLARED END SECTION EA 900.0000 1,800.00 2.000 1,800.00 25 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 3.5000 6,475.00 1,599.000 5,596.50 26 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0800 8,568.00 1,490.000 6,079.20 STRIPE 27 REMOVE PAINTED TRAFFIC STRIPE M 1.6300 3,797.90 2,089.000 3,405.07 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.1600 7,819.20 2,081.000 4,494.96 29 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 1,645.00 45.100 1,578.50 30 REMOVE PAVEMENT MARKER EA 1.0000 1,840.00 1,864.000 1,864.00 31 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,100.00 11.000 1,100.00 32 REMOVE SIGN STRUCTURE EA 4,650.0000 4,650.00 1.000 4,650.00 33 REMOVE ASPHALT CONCRETE DIKE M 15.0000 10,350.00 690.000 10,350.00 34 REMOVE CULVERT M 400.0000 3,200.00 8.000 3,200.00 35 REMOVE INLET EA 2,500.0000 7,500.00 3.000 7,500.00 36 REMOVE ASPHALT CONCRETE SURFACING M2 12.2000 21,350.00 1,750.000 21,350.00 37 REMOVE CONCRETE DECK SURFACE M2 4.0000 10,472.00 2,618.000 10,472.00 38 ADJUST INLET TO GRADE EA 1,220.0000 3,660.00 3.000 3,660.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 55.0000 23,650.00 428.000 23,540.00 S) 40 PREPARE CONCRETE BRIDGE DECK SURFACE M2 3.3000 9,900.00 3,000.000 9,900.00 41 REMOVE CRASH CUSHION (SAND FILLED) EA 1,500.0000 1,500.00 1.000 1,500.00 42 BRIDGE REMOVAL (PORTION) LS 11,000.0000 11,000.00 1.000 11,000.00 43 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 44 REMOVE TREE LS 2,870.0000 2,870.00 1.000 2,870.00 45 ROADWAY EXCAVATION M3 40.0000 299,600.00 7,659.950 306,398.00 46 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 47 STRUCTURE EXCAVATION (RETAINING WALL) M3 400.0000 31,600.00 79.000 31,600.00 48 STRUCTURE BACKFILL (RETAINING WALL) M3 190.0000 14,820.00 78.000 14,820.00 49 CONCRETE BACKFILL M3 350.0000 3,150.00 9.170 3,209.50 (FAST SETTING CONCRETE) PROGRAM CAS145 PAGE 3 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444004 TIME 09:28 AM ESTIMATE NO. 15 BID OPENING 11/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: ALBANO FLORANTE DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DITCH EXCAVATION M3 150.0000 13,350.00 89.000 13,350.00 51 IMPORTED BORROW M3 5.0000 12,450.00 0.000 0.00 52 IMPORTED MATERIAL (SHOULDER BACKING) TONN 500.0000 35,000.00 40.970 20,485.00 53 HIGHWAY PLANTING LS 57,500.0000 57,500.00 1.000 57,500.00 S) 54 STRAW (EROSION CONTROL) TONN 700.0000 4,200.00 1.680 1,176.00 S) 55 FIBER (EROSION CONTROL) KG 1.0000 960.00 264.000 264.00 S) 56 FIBER ROLLS M 12.0000 8,400.00 596.300 7,155.60 S) 57 COMPOST (EROSION CONTROL) M3 300.0000 1,800.00 1.680 504.00 S) 58 PURE LIVE SEED (EROSION CONTROL) KG 95.0000 15,200.00 26.460 2,513.70 S) 59 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 420.00 58.800 117.60 S) 60 PLANT (GROUP M) EA 1.0000 1,430.00 1,430.000 1,430.00 S) 61 PLANT ESTABLISHMENT WORK LS 2,000.0000 2,000.00 0.080 160.00 0.570 1,140.00 S) 62 IRRIGATION SYSTEM LS 82,220.0000 82,220.00 1.000 82,220.00 S) 63 EXTEND 200 MM CONDUIT M 500.0000 3,000.00 6.000 3,000.00 64 CLASS 4 AGGREGATE SUBBASE M3 45.0000 154,800.00 3,088.500 138,982.50 65 CLASS 5 AGGREGATE SUBBASE M3 42.0000 9,240.00 169.360 7,113.12 66 CLASS 2 AGGREGATE BASE M3 200.0000 3,000.00 13.760 2,752.00 67 CLASS 3 AGGREGATE BASE M3 47.0000 157,920.00 3,360.000 157,920.00 68 ASPHALT CONCRETE (TYPE A) TONN 88.0000 345,840.00 3,972.040 349,539.52 69 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 95.0000 304,000.00 3,593.820 341,412.90 70 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 265.0000 10,600.00 40.000 10,600.00 AREA) 71 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 325.00 100.600 503.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.0000 70.00 20.000 100.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 4,850.00 801.320 4,006.60 74 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 380.00 30.480 152.40 75 ASPHALTIC EMULSION (PAINT BINDER) TONN 100.0000 2,300.00 14.860 1,486.00 76 STRUCTURAL CONCRETE, BRIDGE M3 4,080.0000 4,080.00 1.000 4,080.00 F) PROGRAM CAS145 PAGE 4 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444004 TIME 09:28 AM ESTIMATE NO. 15 BID OPENING 11/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: ALBANO FLORANTE DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, RETAINING WALL M3 867.0000 25,143.00 29.000 25,143.00 F) 78 MINOR CONCRETE (MINOR STRUCTURE) M3 2,400.0000 50,400.00 21.000 50,400.00 F) 79 CLEAN EXPANSION JOINT M 62.5000 500.00 8.000 500.00 80 FURNISH POLYESTER CONCRETE OVERLAY M3 2,918.0000 364,750.00 125.000 364,750.00 81 PLACE POLYESTER CONCRETE OVERLAY M2 21.6000 61,776.00 2,860.000 61,776.00 F) 82 JOINT SEAL (MR 40 MM) M 475.0000 3,800.00 8.000 3,800.00 S) 83 BAR REINFORCING STEEL (BRIDGE) KG 5.0000 195.00 39.000 195.00 SF) 84 BAR REINFORCING STEEL (RETAINING WALL) KG 6.0000 5,256.00 876.000 5,256.00 SF) 85 ASPHALT MEMBRANE WATERPROOFING M2 2,500.0000 5,000.00 2.000 5,000.00 SF) 86 FURNISH SIGN STRUCTURE (TRUSS) KG 10.9000 309,549.10 28,399.000 309,549.10 SF) 87 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 28,399.00 28,399.000 28,399.00 SF) 88 1372 MM CAST-IN-DRILLED-HOLE M 2,320.0000 32,480.00 14.000 32,480.00 S) CONCRETE PILE (SIGN FOUNDATION) 89 1524 MM CAST-IN-DRILLED-HOLE M 3,430.0000 51,450.00 15.000 51,450.00 S) CONCRETE PILE (SIGN FOUNDATION) 90 METAL (BARRIER MOUNTED SIGN) KG 30.0000 16,500.00 495.000 14,850.00 91 ROADSIDE SIGN - ONE POST EA 300.0000 300.00 3.000 900.00 92 ROADSIDE SIGN - TWO POST EA 575.0000 1,150.00 2.000 1,150.00 93 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 110.00 1.000 110.00 METHOD) 94 INSTALL SIGN PANEL ON EXISTING FRAME M2 125.0000 1,250.00 10.000 1,250.00 95 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 460.0000 82,800.00 180.000 82,800.00 96 530 MM ALTERNATIVE PIPE CULVERT M 1,000.0000 8,000.00 8.000 8,000.00 (TYPE A) 97 450 MM SLOTTED CORRUGATED STEEL PIPE M 450.0000 35,550.00 79.000 35,550.00 (1.63 MM THICK) 98 450 MM ALTERNATIVE FLARED END SECTION EA 1,500.0000 4,500.00 3.000 4,500.00 99 530 MM ALTERNATIVE FLARED END SECTION EA 2,000.0000 2,000.00 1.000 2,000.00 00 ROCK SLOPE PROTECTION (DRAINAGE OUTLET) M3 500.0000 5,500.00 10.200 5,100.00 01 ROCK SLOPE PROTECTION FABRIC M2 10.0000 310.00 30.600 306.00 02 MINOR CONCRETE (MISCELLANEOUS M3 475.0000 109,250.00 238.180 113,135.50 CONSTRUCTION) 03 MINOR CONCRETE (COLOR PAVING) M3 670.0000 40,200.00 47.360 31,731.20 PROGRAM CAS145 PAGE 5 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444004 TIME 09:28 AM ESTIMATE NO. 15 BID OPENING 11/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: ALBANO FLORANTE DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MODIFY PUMP PLANT LS 60,000.0000 60,000.00 1.000 60,000.00 S) 05 MISCELLANEOUS IRON AND STEEL KG 2.6500 5,883.00 2,220.000 5,883.00 SF) 06 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 7,770.00 1,554.000 7,770.00 SF) 07 GUARD RAILING DELINEATOR EA 35.0000 1,260.00 36.000 1,260.00 08 OBJECT MARKER (TYPE L-2) EA 35.0000 140.00 0.000 0.00 09 CONCRETE BARRIER MARKER EA 20.0000 1,980.00 113.000 2,260.00 10 METAL BEAM GUARD RAILING (STEEL POST) M 115.0000 8,740.00 76.000 8,740.00 11 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 2,000.00 4.000 2,000.00 12 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,000.0000 1,000.00 1.000 1,000.00 13 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 8,400.00 4.000 11,200.00 14 CRASH CUSHION (ADIEM) EA 20,000.0000 20,000.00 1.000 20,000.00 S) 15 CONCRETE BARRIER (TYPE 60) M 140.0000 19,600.00 140.000 19,600.00 16 CONCRETE BARRIER (TYPE 60C MODIFIED) M 965.0000 4,825.00 5.000 4,825.00 17 CONCRETE BARRIER (TYPE 60C) M 275.0000 335,500.00 1,220.000 335,500.00 18 CONCRETE BARRIER (TYPE 60D) M 300.0000 2,700.00 9.000 2,700.00 19 CONCRETE BARRIER (TYPE 60E) M 600.0000 12,000.00 20.000 12,000.00 20 CONCRETE BARRIER (TYPE 736A) M 275.0000 6,050.00 22.000 6,050.00 21 CONCRETE BARRIER (TYPE 60A MOD) M 195.0000 39,195.00 202.610 39,508.95 22 CONCRETE BARRIER (TYPE 60E MOD) M 600.0000 22,800.00 38.000 22,800.00 23 THERMOPLASTIC PAVEMENT MARKING M2 46.6200 6,993.00 67.400 3,142.19 S) 24 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6900 7,621.90 4,230.000 7,148.70 S) 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,220.00 1,085.000 2,170.00 S) 26 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,520.00 760.000 1,520.00 S) (BROKEN 3.66 M - 0.92 M) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 27.00 27.000 27.00 S) (BROKEN 10.98 M - 3.66 M) 28 PAINT TRAFFIC STRIPE M 1.1700 4,902.30 4,549.000 5,322.33 S) 29 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.3300 3,145.50 1,242.000 2,893.86 S) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.6600 5,685.20 1,083.000 5,046.78 S) PROGRAM CAS145 PAGE 6 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444004 TIME 09:28 AM ESTIMATE NO. 15 BID OPENING 11/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: ALBANO FLORANTE DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SIGNAL AND LIGHTING LS 98,200.0000 98,200.00 1.000 98,200.00 S) 32 LIGHTING AND SIGN ILLUMINATION LS 84,800.0000 84,800.00 1.000 84,800.00 S) 33 LIGHTING AND SIGN ILLUMINATION LS 14,715.0000 14,715.00 1.000 14,715.00 (STAGE CONSTRUCTION) 34 TRAFFIC OPERATIONS SYSTEM LS 153,000.0000 153,000.00 1.000 153,000.00 S) 35 EXTINGUISHABLE MESSAGE SIGN RADIO EA 20,850.0000 41,700.00 2.000 41,700.00 S) CONTROLLER ASSEMBLY 36 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 16,500.0000 33,000.00 2.000 33,000.00 S) 37 GENERAL PACKET RADIO SYSTEM (GPRS) LS 5,070.0000 5,070.00 1.000 5,070.00 S) WIRELESS MODEM 38 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 39 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 19,572.00 1,631.000 19,572.00 40 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 1,631.00 1,631.000 1,631.00 S) 41 914 MM CAST-IN-DRILLED-HOLE M 1,860.0000 7,440.00 4.000 7,440.00 S) (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-444004 TIME 09:28 AM ESTIMATE NO. 15 BID OPENING 11/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: ALBANO FLORANTE DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 160.00 4,698,224.03 ADJUSTMENT OF COMPENSATION 0.00 113,935.63 EXTRA WORK 40,044.00 139,441.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 40,204.00 4,951,600.90 42 MOBILIZATION LS 145,000.0000 145,000.00 1.000 145,000.00 ORIGINAL CONTRACT AMOUNT 4,941,027.20 TOTAL WORK COMPLETED 40,204.00 5,096,600.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 40,204.00 5,096,600.90 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 01/29/08 335 02/13/08 02/13/08 09/30/09 85 15 52 164 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY ALBANO FLORANTE RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 05/21/09