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 01/24/08 EST. NO.15 TIME 01:46 PM R.E. NAME: FITZGERALD, TOM 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 --------------------------------------------------------------------------- 004 0007 600.00 E.W. @ F.A.(+) 102207 Y GSB302 008 0018 722.74 E.W. @ F.A.(+) 111407 N GSB247 0019 1,253.48 111607 N GSB248 0020 1,282.47 111907 N GSB249 0021 627.31 112007 N GSB266 0022 1,210.77 112107 N GSB267 0023 277.57 112607 N GSB268 0024 527.96 112707 N GSB269 0025 348.32 112907 N GSB276 0026 763.90 113007 N GSB278 0027 628.32 120307 N GSB279 0028 688.47 120407 N GSB309 0029 786.06 120507 N GSB310 0030 886.69 120607 N GSB311 0031 212.56 121007 N GSB312 0032 257.97 121307 N GSB313 0033 242.89 121407 N GSB314 0034 1,739.18 121707 N GSB315 0035 741.04 121907 N GSB325 0036 308.66 122007 N GSB326 0037 651.83 010208 N GSB327 0038 669.40 010308 N GSB328 0039 522.98 010708 N GSB354 0040 214.32 010808 N GSB355 0041 545.63 010908 N GSB356 0042 617.32 011008 N GSB357 0043 2,230.88 120507 N GSB369 0044 953.73 011108 N GSB377 0045 285.92 011408 N GSB378 0046 188.70 011508 N GSB379 0047 605.95 011608 N GSB380 0048 977.21 011708 N GSB381 013 0179 294.43 E.W. @ F.A.(+) 111707 Y GSB253 0190 667.71 113007 Y GSB277 0195 6,601.50 112907 Y GSB284 0196 6,086.75 113007 Y GSB285 0198 3,672.47 120307 Y GSB287 0199 1,337.12 120307 Y GSB288 0203 637.71 120507 Y GSB292 0204 4,122.43 120507 Y GSB293 0205 4,080.67 120607 Y GSB294 0208 234.95 120707 Y GSB306 0210 479.52 120907 Y GSB308 0211 4,989.93 121007 Y GSB316 0212 4,580.77 121107 Y GSB317 0213 2,162.89 121207 Y GSB318 0214 4,987.54 121207 Y GSB319 0215 4,987.54 121307 Y GSB320 0216 4,554.99 121407 Y GSB321 0218 9,147.60 111207 Y GSB324 0221 4,144.28 121707 Y GSB331 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 01/24/08 EST. NO.15 TIME 01:46 PM R.E. NAME: FITZGERALD, TOM 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 --------------------------------------------------------------------------- 0226 194.02 122507 Y GSB336 0227 595.14 122907 N GSB337 0228 697.44 123007 Y GSB338 0229 523.30 123107 Y GSB339 0230 697.44 010108 Y GSB340 0231 3,222.37 010208 Y GSB341 0232 2,012.68 010308 Y GSB342 0233 696.70 010308 Y GSB343 0234 215.31 010408 Y GSB344 0235 251.24 010508 Y GSB345 0236 302.38 010608 N GSB346 0237 762.91 010708 N GSB347 0238 15,510.00 123107 N GSB351 0239 377.52 112807 N GSB352 0240 3,360.91 010708 Y GSB358 0241 538.21 010808 Y GSB359 0242 3,409.52 010908 Y GSB360 0244 2,848.07 011108 Y GSB362 0246 2,535.71 011408 Y GSB382 014 0013 572.56 E.W. @ F.A.(+) 092507 N GSB156 0015 404.77 092507 N GSB373 021 0009 1,876.38 E.W. @ F.A.(+) 101507 Y GSB214 0010 1,876.38 101807 Y GSB297 0011 5,030.30 102207 Y GSB298 0012 4,578.20 102907 Y GSB299 0013 3,127.30 110507 Y GSB300 0014 2,256.98 111207 Y GSB301 0015 1,876.38 111907 N GSB365 0016 5,275.16 112607 N GSB366 0017 3,127.30 120307 N GSB367 0018 3,127.30 121007 N GSB368 0019 1,250.92 111507 N GSB364 024 0027 1,427.94 E.W. @ F.A.(+) 110707 Y GSB241 0031 5,315.16 111207 Y GSB259 0032 9,610.87 111307 Y GSB260 0033 9,172.67 111407 Y GSB261 0034 6,780.17 111507 Y GSB262 0036 2,472.42 101907 Y GSB265 0037 5,646.96 110707 Y GSB295 0038 1,167.73 110807 Y GSB305 0040 611.90 121207 Y GSB348 0041 611.90 121307 N GSB349 0042 611.90 121407 N GSB350 0043 21,223.62 121207 Y GSB370 228,125.07 TOTAL THIS ESTIMATE 2,028,547.47 TOTAL PREVIOUS ESTIMATE 2,256,672.54 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 01/24/08 EST. NO.15 TIME 01:46 PM R.E. NAME: FITZGERALD, TOM 01-385704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 01:46 PM ESTIMATE NO. 15 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 01/18/08 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 01/24/08 LOCATION 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 0.250 2,250.00 02 TIME-RELATED OVERHEAD WDAY 5,200.0000 3,588,000.00 19.000 98,800.00 242.000 1,258,400.00 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 24,750.00 347.480 5,212.20 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 0.020 1,500.00 0.640 48,000.00 09 TEMPORARY EROSION CONTROL M2 9.0000 4,950.00 1,308.500 11,776.50 10 TEMPORARY FIBER ROLL M 23.0000 15,410.00 335.083 7,706.91 11 TEMPORARY SILT FENCE M 15.0000 2,100.00 301.240 4,518.60 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,800.0000 22,400.00 2.000 5,600.00 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 1,350.000 9,450.00 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 0.666 83,250.00 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 01/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 01:46 PM ESTIMATE NO. 15 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 01/18/08 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 01/24/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,142.000 2,356,200.00 F) 41 STRUCTURE EXCAVATION (TYPE D) M3 900.0000 2,340,000.00 2,513.000 2,261,700.00 F) 42 STRUCTURE BACKFILL (BRIDGE) M3 125.0000 78,750.00 500.000 62,500.00 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 12.000 5,400.00 S) 49 FIBER (EROSION CONTROL) KG 6.0000 35,820.00 7,770.000 46,620.00 S) PROGRAM CAS145 PAGE 3 DATE 01/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 01:46 PM ESTIMATE NO. 15 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 01/18/08 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 01/24/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 1,240.00 S) 52 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,350.0000 10,800.00 1.000 1,350.00 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 1,050.00 585.000 1,755.00 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 0.210 3,150.00 0.610 9,150.00 S) 57 CLASS 2 AGGREGATE BASE M3 100.0000 156,000.00 1,100.000 110,000.00 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 18.000 31,500.00 1,118.244 1,956,927.00 S) PILING 67 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,225.0000 996,800.00 290.006 645,263.35 S) PILING (ROCK SOCKET) 68 762 MM PERMANENT STEEL CASING M 975.0000 1,391,325.00 1,395.000 1,360,125.00 S) 69 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 755.0000 3,329,550.00 100.860 76,149.30 4,207.930 3,176,987.15 PILING (762 MM) 70 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 16,500.0000 2,244,000.00 6.400 105,600.00 126.400 2,085,600.00 S) PILE (762 MM) 71 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 0.000 0.00 S) 72 SEAL COURSE CONCRETE M3 1,100.0000 594,000.00 180.030 198,033.00 369.940 406,934.00 73 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 950.0000 1,054,500.00 483.350 459,182.50 F) 74 STRUCTURAL CONCRETE, BRIDGE M3 1,455.0000 8,148,000.00 337.490 491,047.95 F) 75 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,450.0000 44,950.00 0.000 0.00 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 01/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 01:46 PM ESTIMATE NO. 15 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 01/18/08 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 01/24/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 80 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,800.0000 23,400.00 0.000 0.00 S) 81 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 3,000.0000 78,000.00 0.000 0.00 S) 82 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 3,113,000.00 377,122.000 754,244.00 SF) 83 HEADED BAR REINFORCEMENT EA 10.0000 43,220.00 490.000 4,900.00 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 25.000 11,250.00 88 300 MM PLASTIC PIPE DOWNDRAIN M 250.0000 5,750.00 22.400 5,600.00 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 46.500 15,577.50 (BACKING NO. 1, METHOD B) 94 ROCK SLOPE PROTECTION FABRIC M2 5.0000 750.00 22.240 111.20 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 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 97 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 48,600.00 0.000 0.00 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 0.000 0.00 SF) PROGRAM CAS145 PAGE 5 DATE 01/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 01:46 PM ESTIMATE NO. 15 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 01/18/08 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 01/24/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 01/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 01:46 PM ESTIMATE NO. 15 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 01/18/08 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 01/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 514,732.30 20,054,568.62 ADJUSTMENT OF COMPENSATION 0.00 329,376.32 EXTRA WORK 228,125.07 1,927,296.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 742,857.37 22,311,241.16 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 742,857.37 26,511,241.16 MATERIALS ON HAND ON SITE 323,856.75 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 742,857.37 26,835,097.91 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 01/11/07 595 01/12/07 01/26/07 11/06/09 240 5 2 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY FITZGERALD, TOM RESIDENT ENGINEER PROGRAM CAS145 DATE 01/24/08