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.34 TIME 05:33 PM R.E. NAME: OSIER, JIM 01-385704 --------------------------------------------------------------------------- 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 0029 240.12 E.W. @ U.P (+) 050809 N GS 595 003 0009 186.78 E.W. @ F.A.(+) 050809 N GSB597 004 0018 600.00 E.W. @ F.A.(+) 040209 N GSB577 0019 728.75 040209 N GSB596 008 0085 3,373.36 E.W. @ F.A.(+) 040309 N MCS050 0086 2,255.49 040409 N MCS051 0087 1,887.66 040709 N MCS052 0092 1,310.04 041009 N GSB570 0093 300.15 041309 N GSB571 0094 721.27 040309 N GSB578 0095 716.32 040709 N GSB579 0096 1,122.89 041609 N GSB580 0097 761.89 043009 N GSB581 0098 120.06 050109 N GSB589 0099 342.82 050409 N GSB590 0100 180.08 050509 N GSB591 0101 60.03 050609 N GSB592 017 0002 11,152.37 A.C. @ L.S.(+) 052009 N GSB600 023 0013 9,791.93 A.C. @ F.A.(+) 040209 Y GSB576 027 0005 60.03 E.W. @ F.A.(+) 050609 Y GSB593 0006 120.06 050709 Y GSB594 029 0031 1,169.53 E.W. @ F.A.(+) 041009 Y GSB572 0033 239.57 042109 Y GSB582 0034 431.49 041009 Y GSB599 031 0001-1 -1,533.65 E.W. @ F.A.(+) 121208 Y GSB506 DAO CORRECTING ENTRY 0002-1 -1,244.32 121708 Y GSB509 DAO CORRECTING ENTRY 0003-1 -1,423.42 121608 Y GSB510 DAO CORRECTING ENTRY 0004-1 -1,065.54 121808 Y GSB511 DAO CORRECTING ENTRY 0005-1 -243.16 121908 Y GSB512 DAO CORRECTING ENTRY 0006-1 -1,735.27 010909 Y GSB520 DAO CORRECTING ENTRY 0007-1 -1,135.43 011209 Y GSB521 DAO CORRECTING ENTRY 0008-1 -238.40 011409 Y GSB522 DAO CORRECTING ENTRY 0009-1 -1,477.06 021709 Y GSB529 DAO CORRECTING ENTRY 0010-1 -1,010.30 021209 Y GSB530 DAO CORRECTING ENTRY 0011-1 -1,791.05 022009 Y GSB543 DAO CORRECTING ENTRY 0012-1 -404.87 022509 Y GSB544 DAO CORRECTING ENTRY 0013-1 -269.88 030209 Y GSB545 DAO CORRECTING ENTRY 0014-1 -269.88 030409 Y GSB546 DAO CORRECTING ENTRY 0015-1 -1,431.38 030509 N GSB548 DAO CORRECTING ENTRY 0020 726.28 041509 Y GSB583 0021 269.08 041609 Y GSB584 0023 532.91 041409 Y GSB575 0024 1,518.60 041309 Y GSB574 034 0015 257.58 E.W. @ F.A.(+) 042209 N GSB585 0016 717.31 042709 N GSB586 0017 370.37 042809 N GSB587 035 0010 403.01 E.W. @ F.A.(+) 042209 Y GSB588 0011 1,533.65 121208 Y GSB506 0012 1,244.32 121708 Y GSB509 0013 1,423.42 121608 Y GSB510 0014 1,065.54 121808 Y GSB511 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 05/21/09 EST. NO.34 TIME 05:33 PM R.E. NAME: OSIER, JIM 01-385704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0015 243.16 121908 Y GSB512 0016 1,735.27 010909 Y GSB520 0017 1,135.43 011209 Y GSB521 0018 238.40 011409 Y GSB522 0019 1,477.06 021709 Y GSB529 0020 1,010.30 021209 Y 530 0 0021 1,791.05 022009 Y GSB543 0022 404.87 022509 Y GSB544 0023 269.88 030209 Y GSB545 0024 269.88 030409 Y GSB546 0025 1,431.38 030509 N GSB548 42,667.83 TOTAL THIS ESTIMATE 4,230,286.62 TOTAL PREVIOUS ESTIMATE 4,272,954.45 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.34 TIME 05:33 PM R.E. NAME: OSIER, JIM 01-385704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY FHWA FORM 1391 -10,000.00 23 FHWA 1391 10,000.00 27 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 07/07 -10,000.00 07 PER LTR DATED 8/07 -3,000.00 09 RECV'D AUG PAYROLL 3,000.00 11 RECV'D JULY PAYROLL 10,000.00 11 PER LTR 08/08 -3,000.00 23 RTN 8/08 DEDUCT 3,000.00 26 PER 12/08 LTR -5,000.00 29 RTN 12/08 DEDUCT 5,000.00 30 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 05:33 PM ESTIMATE NO. 34 BID OPENING 12/05/06 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: OSIER, JIM DATE OF THIS ESTIMATE 05/21/09 LOCATION RERUN PROGRESS ESTIMATE 01-MEN-1-69.4/70.1 ----------------------- GOLDEN STATE BRIDGE INC IN MENDOCINO COUNTY NEAR FORT BRAGG 901 HOWE ROAD FROM 0.5 KM NORTH TO 0.2 KM SOUTH MARTINEZ CA 94553 OF TEN MILE RIVER BRIDGE FED. AID NO. ACST-P001(529)E ,P-P001(529)E ,ACBR-P001(529)E REPLACE 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 9,000.0000 9,000.00 0.750 6,750.00 02 TIME-RELATED OVERHEAD WDAY 5,200.0000 3,588,000.00 22.000 114,400.00 572.000 2,974,400.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 22.0000 9,460.00 259.080 5,699.76 04 TEMPORARY GATE (TYPE CL-1.8) EA 1,000.0000 2,000.00 2.000 2,000.00 05 TEMPORARY FENCE (TYPE ESA) M 15.0000 24,750.00 555.480 8,332.20 06 ASBESTOS HEALTH AND SAFETY PLAN LS 2,000.0000 2,000.00 0.000 0.00 07 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.900 4,050.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 0.880 66,000.00 09 TEMPORARY EROSION CONTROL M2 9.0000 4,950.00 1,308.500 11,776.50 10 TEMPORARY FIBER ROLL M 23.0000 15,410.00 455.783 10,483.01 11 TEMPORARY SILT FENCE M 15.0000 2,100.00 316.480 4,747.20 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,800.0000 22,400.00 0.250 700.00 8.000 22,400.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 6.000 18,000.00 14 TEMPORARY COVER M2 7.0000 18,900.00 2,025.000 14,175.00 15 MOVE-IN/MOVE-OUT EA 1,250.0000 10,000.00 3.000 3,750.00 (TEMPORARY EROSION CONTROL) 16 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.750 4,500.00 17 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.054 6,750.00 0.720 90,000.00 S) 18 TYPE III BARRICADE EA 110.0000 2,200.00 11.000 1,210.00 19 TRAFFIC PLASTIC DRUM EA 80.0000 3,520.00 30.000 2,400.00 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 33,000.0000 132,000.00 1.664 54,912.00 S) 21 TEMPORARY RAILING (TYPE K) M 140.0000 19,600.00 0.000 0.00 S) 22 TEMPORARY CRASH CUSHION MODULE EA 250.0000 10,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 05:33 PM ESTIMATE NO. 34 BID OPENING 12/05/06 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: OSIER, JIM 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 OBLITERATE SURFACING M2 12.0000 7,560.00 0.000 0.00 24 REMOVE FENCE M 12.0000 7,560.00 630.000 7,560.00 25 REMOVE METAL BEAM GUARD RAILING M 80.0000 6,880.00 0.000 0.00 S) 26 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 90.0000 3,600.00 0.000 0.00 STRIPE 27 REMOVE ROADSIDE SIGN EA 250.0000 1,000.00 0.000 0.00 28 REMOVE ASPHALT CONCRETE DIKE M 24.0000 768.00 0.000 0.00 29 REMOVE CULVERT EA 2,500.0000 12,500.00 4.000 10,000.00 30 REMOVE HEADWALL EA 750.0000 6,000.00 6.000 4,500.00 31 REMOVE DOWNDRAIN EA 1,500.0000 1,500.00 0.000 0.00 32 RELOCATE GATE EA 3,500.0000 3,500.00 1.000 3,500.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 29,000.00 0.000 0.00 S) 34 BRIDGE REMOVAL LS 2250,000.0000 2,250,000.00 0.007 15,750.00 35 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000.00 36 ROADWAY EXCAVATION M3 45.0000 250,650.00 5,000.000 225,000.00 37 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.500 1,000.00 38 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) M3 45.0000 141,300.00 3,138.000 141,210.00 39 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 200,000.00 1,000.000 200,000.00 F) 40 STRUCTURE EXCAVATION (TYPE A) M3 1,100.0000 2,618,000.00 2,380.000 2,618,000.00 F) 41 STRUCTURE EXCAVATION (TYPE D) M3 900.0000 2,340,000.00 2,600.000 2,340,000.00 F) 42 STRUCTURE BACKFILL (BRIDGE) M3 125.0000 78,750.00 630.000 78,750.00 F) 43 DITCH EXCAVATION (UNSUITABLE) M3 125.0000 3,250.00 0.000 0.00 44 IMPORTED BORROW M3 55.0000 152,900.00 6,185.320 340,192.60 45 IMPORTED MATERIAL (SHOULDER BACKING) TONN 135.0000 11,475.00 0.000 0.00 46 WEED CONTROL MAT FIBER M2 150.0000 15,300.00 0.000 0.00 47 IMPORTED TOPSOIL M3 100.0000 82,000.00 854.624 85,462.40 48 STRAW (EROSION CONTROL) TONN 450.0000 4,500.00 13.500 6,075.00 S) 49 FIBER (EROSION CONTROL) KG 6.0000 35,820.00 8,730.000 52,380.00 S) PROGRAM CAS145 PAGE 3 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 05:33 PM ESTIMATE NO. 34 BID OPENING 12/05/06 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: OSIER, JIM 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 FIBER ROLLS M 18.0000 12,420.00 800.000 14,400.00 S) 51 COMPOST (EROSION CONTROL) M3 155.0000 1,085.00 8.500 1,317.50 S) 52 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,350.0000 10,800.00 2.000 2,700.00 S) 53 PURE LIVE SEED (EROSION CONTROL) KG 35.0000 14,350.00 410.000 14,350.00 S) 54 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,050.00 660.000 1,980.00 S) 55 PLANT (GROUP B) EA 125.0000 1,625.00 13.000 1,625.00 S) 56 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 1.000 15,000.00 S) 57 CLASS 2 AGGREGATE BASE M3 100.0000 156,000.00 327.260 32,726.00 1,427.260 142,726.00 58 ASPHALT CONCRETE (TYPE A) TONN 200.0000 406,000.00 410.955 82,191.00 59 ASPHALT CONCRETE (OPEN GRADED, 25 MM) TONN 200.0000 118,000.00 0.000 0.00 60 PAVING ASPHALT (BINDER-PAVEMENT TONN 3,000.0000 1,800.00 0.000 0.00 REINFORCING FABRIC) 61 PAVEMENT REINFORCING FABRIC M2 5.0000 2,300.00 0.000 0.00 62 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 175.0000 2,100.00 0.000 0.00 AREA) 63 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 40.0000 5,600.00 0.000 0.00 64 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 40.0000 3,040.00 0.000 0.00 65 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,850.0000 897,250.00 485.060 897,361.00 S) PILING 66 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,750.0000 2,497,250.00 1,402.364 2,454,137.00 S) PILING 67 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,225.0000 996,800.00 482.006 1,072,463.35 S) PILING (ROCK SOCKET) 68 762 MM PERMANENT STEEL CASING M 975.0000 1,391,325.00 1,402.720 1,367,652.00 S) 69 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 755.0000 3,329,550.00 4,409.910 3,329,482.05 PILING (762 MM) 70 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 16,500.0000 2,244,000.00 136.000 2,244,000.00 S) PILE (762 MM) 71 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 1.000 350,000.00 S) 72 SEAL COURSE CONCRETE M3 1,100.0000 594,000.00 650.960 716,056.00 73 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 950.0000 1,054,500.00 1,110.000 1,054,500.00 F) 74 STRUCTURAL CONCRETE, BRIDGE M3 1,455.0000 8,148,000.00 5,600.000 8,148,000.00 F) 75 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,450.0000 44,950.00 51.760 75,052.00 F) (TYPE EQ) 76 MINOR CONCRETE (MINOR STRUCTURE) M3 4,500.0000 10,350.00 2.260 10,170.00 PROGRAM CAS145 PAGE 4 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 05:33 PM ESTIMATE NO. 34 BID OPENING 12/05/06 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: OSIER, JIM 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 DRILL AND BOND DOWEL M 200.0000 1,800.00 9.000 1,800.00 78 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 222.0000 4,662.00 38.000 8,436.00 79 PTFE BEARING EA 4,700.0000 56,400.00 12.000 56,400.00 S) 80 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,800.0000 23,400.00 13.000 23,400.00 S) 81 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 3,000.0000 78,000.00 26.000 78,000.00 S) 82 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 3,113,000.00 1,550,578.000 3,101,156.00 SF) 83 HEADED BAR REINFORCEMENT EA 10.0000 43,220.00 5,496.000 54,960.00 S) 84 ROADSIDE SIGN - ONE POST EA 700.0000 1,400.00 0.000 0.00 85 600 MM PLASTIC PIPE M 700.0000 25,900.00 37.000 25,900.00 86 750 MM PLASTIC PIPE M 900.0000 25,200.00 28.300 25,470.00 87 80 MM PLASTIC PIPE (OUTLET) M 450.0000 22,500.00 43.900 19,755.00 88 300 MM PLASTIC PIPE DOWNDRAIN M 250.0000 5,750.00 2.600 650.00 25.000 6,250.00 89 300 MM ENTRANCE TAPER EA 900.0000 900.00 1.000 900.00 90 300 MM ANCHOR ASSEMBLY EA 250.0000 750.00 3.000 750.00 91 600 MM STEEL FLARED END SECTION EA 600.0000 2,400.00 4.000 2,400.00 92 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 1,600.00 7.450 1,490.00 93 ROCK SLOPE PROTECTION M3 335.0000 15,745.00 -24.540 -8,220.90 21.960 7,356.60 (BACKING NO. 1, METHOD B) 94 ROCK SLOPE PROTECTION FABRIC M2 5.0000 750.00 64.550 322.75 86.790 433.95 95 ISOLATION CASING KG 12.0000 130,800.00 10,900.000 130,800.00 SF) 96 MISCELLANEOUS METAL KG 9.0000 15,030.00 1,670.000 15,030.00 SF)(RESTRAINER - PIPE TYPE) 97 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 48,600.00 4,050.000 48,600.00 SF) 98 DELINEATOR (CLASS 1) EA 100.0000 300.00 0.000 0.00 99 MARKER (CULVERT) EA 100.0000 600.00 0.000 0.00 00 HIGHWAY POST MARKER EA 100.0000 600.00 0.000 0.00 01 OBJECT MARKER (TYPE L-1) EA 100.0000 100.00 0.000 0.00 02 METAL BEAM GUARD RAILING M 200.0000 30,000.00 0.000 0.00 S) 03 METAL RAILING (1.37 M) M 420.0000 194,880.00 464.000 194,880.00 SF) PROGRAM CAS145 PAGE 5 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 05:33 PM ESTIMATE NO. 34 BID OPENING 12/05/06 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: OSIER, JIM 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 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) M 550.0000 511,500.00 920.000 506,000.00 F) 05 TRANSITION RAILING (TYPE WB) EA 5,000.0000 10,000.00 0.000 0.00 S) 06 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 0.000 0.00 S) 07 END CAP (TYPE TA) EA 250.0000 500.00 0.000 0.00 08 END CAP (TYPE TC) EA 250.0000 500.00 0.000 0.00 09 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 S) 10 CRASH CUSHION (QUADGUARD) EA 45,000.0000 90,000.00 0.000 0.00 11 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 22,000.00 0.000 0.00 S) 12 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 2,170.00 0.000 0.00 S) 13 INSTALL COMMUNICATION CONDUIT BRIDGE M 100.0000 137,000.00 1,407.870 140,787.00 PROGRAM CAS145 PAGE 6 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 05:33 PM ESTIMATE NO. 34 BID OPENING 12/05/06 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: OSIER, JIM 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 147,327.85 35,921,083.12 ADJUSTMENT OF COMPENSATION 20,944.30 1,883,436.51 EXTRA WORK 21,723.53 2,389,517.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 189,995.68 40,194,037.57 14 MOBILIZATION LS 4200,000.0000 4,200,000.00 1.000 4,200,000.00 ORIGINAL CONTRACT AMOUNT 43,530,205.00 TOTAL WORK COMPLETED 189,995.68 44,394,037.57 MATERIALS ON HAND ON SITE 40,336.10 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 189,995.68 44,434,373.67 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 01/11/07 690 01/12/07 01/26/07 02/01/10 571 5 55 0 90% 77% PROGRESS IS SATISFACTORY OSIER, JIM RESIDENT ENGINEER PROGRAM CAS145 DATE 05/21/09