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 12/26/07 EST. NO.11 TIME 06:57 AM R.E. NAME: LINDQUIST, KARL 12-043214 --------------------------------------------------------------------------- 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 0311 164.12 E.W. @ F.A.(+) 101907 N 311 0 0312 2,295.20 102807 N 312 0 0313 2,295.20 102807 N 313 0 0314 1,447.75 102907 N 314 0 0315 1,871.34 102907 N 315 0 0316 1,447.75 103007 N 316 0 0317 935.67 103007 N 317 0 0318 1,447.75 103107 N 318 0 0319 1,447.75 110107 N 319 0 0320 1,447.75 110207 N 320 0 0321 1,871.30 110307 N 321 0 0322 2,293.36 110407 N 322 0 0323 1,447.75 110507 N 323 0 0324 1,447.75 110607 N 324 0 0325 1,447.75 110707 N 325 0 0326 1,447.75 110807 N 326 0 0327 1,447.75 110907 N 327 0 0328 1,871.30 111007 N 328 0 0329 2,295.20 111107 N 329 0 0330 1,447.75 111207 N 330 0 0331 1,447.75 111307 N 331 0 0332 1,447.75 111407 N 332 0 0333 1,447.75 111507 N 333 0 0334 1,447.75 111607 N 334 0 0335 1,871.30 111707 N 335 0 0336 2,295.20 111807 N 336 0 0337 1,447.75 111907 N 337 0 0338 1,447.75 112007 N 338 0 0339 1,447.75 112107 N 339 0 0340 1,109.04 112107 N 340 0 0341 2,295.20 112207 N 341 0 0342 1,041.64 112207 N 342 0 0343 1,447.75 112307 N 343 0 0344 467.84 112307 N 344 0 0345 935.67 112407 N 345 0 0346 1,871.30 112407 N 346 0 0347 2,083.27 112407 N 347 0 0348 2,295.20 112507 N 348 0 0349 2,083.27 112507 N 349 0 0350 1,447.75 112607 N 350 0 0351 1,871.34 112607 N 351 0 0352 1,447.75 112707 N 352 0 0353 1,447.75 112807 N 353 0 0354 1,447.75 112907 N 354 0 0355 1,447.75 113007 N 355 0 0356 1,871.30 120107 N 356 0 0357 2,295.20 120207 N 357 0 0358 1,447.76 120307 N 358 0 0359 1,447.75 120407 N 359 0 0360 1,447.75 120507 N 360 0 0361 1,447.75 120607 N 361 0 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 12/26/07 EST. NO.11 TIME 06:57 AM R.E. NAME: LINDQUIST, KARL 12-043214 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0362 1,447.75 120707 N 362 0 0363 1,871.30 120807 N 363 0 0364 2,295.20 120907 N 364 0 0365 1,447.75 121007 N 365 0 0366 1,447.75 121107 N 366 0 0367 1,447.75 121207 N 367 0 0368 1,447.75 121307 N 368 0 0369 1,447.75 121407 N 369 0 0370 1,871.30 121507 N 370 0 010 0004 452.44 E.W. @ F.A.(+) 120507 N 4 0 0005 441.92 120607 N 5 0 012 0001 2,828.17 E.W. @ F.A.(+) 120607 N 1 0 0002 284.10 120707 N 371 0 0003 431.04 113007 N 3 0 014 0001 15,462.18 A.C. @ U.P.(+) 121807 N 001 0 016 0001 965.27 E.W. @ F.A.(+) 121107 N 1 0 0002 965.27 121007 N 2 0 017 0001 713.16 E.W. @ F.A.(+) 102207 N 1 0 118,084.32 TOTAL THIS ESTIMATE 504,148.76 TOTAL PREVIOUS ESTIMATE 622,233.08 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 12/26/07 EST. NO.11 TIME 06:57 AM R.E. NAME: LINDQUIST, KARL 12-043214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 123 -164,504.96 02 OVERBID ITEM NO. 123 -82,252.48 03 OVERBID ITEM NO. 123 -65,801.99 05 0.00 -312,559.43 TOTAL DEDUCTIONS 0.00 -312,559.43 PROGRAM CAS145 PAGE 1 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-043214 TIME 06:57 AM ESTIMATE NO. 11 BID OPENING 12/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 12/26/07 LOCATION PROGRESS ESTIMATE 12-ORA-74-13.3/16.6 ----------------- BRENT ENGINEERING, INC. IN ORANGE COUNTY NEAR SAN JUAN HOT GENERAL ENGINEERING CONTRACTOR SPRINGS FROM SAN JUAN CANYON RON BUREK BRIDGE TO RIVERSIDE COUNTY LINE PRESIDENT 81 SHIELD IRVINE, CA 92618 FED. AID NO. ACST-P074(50)E ,P-P074(50)E WIDEN ROADWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.025 375.00 0.440 6,600.00 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 1,272,000.00 30.000 36,000.00 328.000 393,600.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 17,100.00 682.000 10,230.00 04 TEMPORARY ARROYO TOAD FENCE M 75.0000 115,500.00 1,522.000 114,150.00 05 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 78,000.0000 78,000.00 0.030 2,340.00 0.300 23,400.00 07 TEMPORARY FIBER ROLL M 6.0000 39,300.00 705.000 4,230.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 1.000 3,500.00 09 MOVE-IN/MOVE-OUT EA 400.0000 4,800.00 1.000 400.00 (TEMPORARY EROSION CONTROL) 10 TEMPORARY HYDRAULIC MULCH M2 1.5000 6,315.00 350.000 525.00 973.000 1,459.50 (BONDED FIBER MATRIX) 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.030 450.00 0.270 4,050.00 12 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.950 33,250.00 S) 13 TRAFFIC CONTROL SYSTEM LS 3650,000.0000 3,650,000.00 0.030 109,500.00 0.300 1,095,000.00 S) 14 TYPE III BARRICADE EA 5,000.0000 10,000.00 4.000 20,000.00 S) 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 13.0000 12,350.00 100.000 1,300.00 S) 16 TEMPORARY PAVEMENT MARKING (TAPE) M2 185.0000 2,220.00 0.000 0.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.4200 8,413.20 15,926.330 54,468.05 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 42.0000 4,620.00 18.000 756.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 400,000.0000 400,000.00 0.030 12,000.00 0.330 132,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 95.0000 367,650.00 731.600 69,502.00 21 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 33.000 6,600.00 S) 22 ABANDON CULVERT M 103.0000 20,600.00 8.630 888.89 182.430 18,790.29 PROGRAM CAS145 PAGE 2 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-043214 TIME 06:57 AM ESTIMATE NO. 11 BID OPENING 12/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE WOOD POST EA 50.0000 2,300.00 46.000 2,300.00 24 REMOVE PIPE GATE EA 200.0000 200.00 1.000 200.00 25 REMOVE MILEPOST MARKER EA 100.0000 700.00 3.000 300.00 26 REMOVE METAL BEAM GUARD RAILING M 12.0000 28,560.00 625.000 7,500.00 S) 27 REMOVE METAL BEAM GUARD RAILING WALL M 110.0000 1,320.00 12.000 1,320.00 28 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.1500 33,390.00 2,400.000 7,560.00 S) STRIPE 29 REMOVE PAVEMENT MARKER EA 2.1000 3,003.00 346.000 726.60 S) 30 REMOVE ROADSIDE SIGN EA 100.0000 5,600.00 39.000 3,900.00 31 REMOVE CULVERT M 45.0000 16,650.00 17.300 778.50 383.400 17,253.00 32 REMOVE INLET EA 150.0000 1,500.00 10.000 1,500.00 33 REMOVE HEADWALL EA 1,200.0000 2,400.00 2.000 2,400.00 34 REMOVE BASE AND SURFACING M3 45.0000 54,000.00 600.000 27,000.00 35 REMOVE DELINEATOR EA 12.0000 5,880.00 230.000 2,760.00 36 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.850 34,000.00 37 REMOVE BUILDING LS 15,000.0000 15,000.00 0.500 7,500.00 38 DEADMAN ANCHOR ASSEMBLY (EPOXY COATED) M 595.0000 292,145.00 156.000 92,820.00 S) 39 ROCK ANCHOR ASSEMBLY (EPOXY COATED) M 385.0000 3,669,820.00 3,442.256 1,325,268.56 S) 40 ROADWAY EXCAVATION M3 202.0000 3,716,800.00 679.000 137,158.00 14,078.000 2,843,756.00 41 LEAD COMPLIANCE PLAN LS 12,000.0000 12,000.00 1.000 12,000.00 42 STRUCTURE EXCAVATION (BRIDGE) M3 202.0000 151,500.00 0.000 0.00 F) 43 STRUCTURE EXCAVATION (RETAINING WALL) M3 202.0000 153,318.00 248.000 50,096.00 F) 44 STRUCTURE EXCAVATION (ANCHORED WALL) M3 202.0000 1,444,300.00 2,981.630 602,289.26 F) 45 STRUCTURE EXCAVATION (DEADMAN BEAM) M3 202.0000 48,884.00 82.000 16,564.00 F) 46 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 11,160.00 0.000 0.00 F) 47 STRUCTURE BACKFILL (DEADMAN BEAM) M3 45.0000 5,085.00 38.000 1,710.00 F) 48 STRUCTURE BACKFILL (RETAINING WALL) M3 45.0000 19,890.00 75.000 3,375.00 140.000 6,300.00 F) 49 STRUCTURE BACKFILL (ANCHORED WALL) M3 45.0000 72,945.00 150.000 6,750.00 676.000 30,420.00 F) PROGRAM CAS145 PAGE 3 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-043214 TIME 06:57 AM ESTIMATE NO. 11 BID OPENING 12/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SAND BACKFILL M3 55.0000 2,750.00 2.120 116.60 49.920 2,745.60 51 IMPORTED BORROW M3 38.0000 42,940.00 854.000 32,452.00 52 IMPORTED TOPSOIL M3 65.0000 58,500.00 300.000 19,500.00 S) 53 EROSION CONTROL (TYPE BFM) M2 1.5000 14,835.00 0.000 0.00 S) 54 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 6,600.00 0.000 0.00 S) 55 TRANSPLANT NATIVE PLANTS EA 50.0000 70,500.00 700.000 35,000.00 S) 56 ASPHALT CONCRETE (TYPE A) TONN 110.0000 563,200.00 3,692.570 406,182.70 57 ASPHALT CONCRETE (OPEN GRADED) TONN 89.0000 285,690.00 0.000 0.00 58 ASPHALT CONCRETE BASE (TYPE A) TONN 110.0000 763,400.00 979.230 107,715.30 3,026.000 332,860.00 59 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 108.5000 657,510.00 0.000 0.00 60 PAVING ASPHALT (BINDER-PAVEMENT TONN 4,000.0000 8,000.00 0.000 0.00 REINFORCING FABRIC) 61 PAVEMENT REINFORCING FABRIC M2 2.5000 3,275.00 0.000 0.00 62 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.9000 1,121.00 0.000 0.00 63 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.9000 5,192.00 0.000 0.00 64 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.9000 6,018.00 0.000 0.00 65 MEDIAN RUMBLE STRIP STA 450.0000 23,850.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 66 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,850.0000 75,850.00 0.000 0.00 67 MICROPILE (NPS 8 XX-STRONG STEEL PIPE) M 750.0000 3,470,250.00 1,840.053 1,380,039.75 S) 68 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 196,800.00 89.715 13,457.25 412.575 61,886.25 S) PILING 69 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 108,900.00 0.000 0.00 S) PILING 70 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 825.0000 81,675.00 0.000 0.00 F) 71 STRUCTURAL CONCRETE, BRIDGE M3 1,050.0000 144,900.00 0.000 0.00 F) 72 STRUCTURAL CONCRETE, RETAINING WALL M3 990.0000 272,250.00 48.000 47,520.00 67.000 66,330.00 F) 73 STRUCTURAL CONCRETE (DEADMAN BEAM) M3 1,500.0000 111,000.00 25.000 37,500.00 F) 74 STRUCTURAL CONCRETE, BARRIER SLAB M3 1,200.0000 1,498,800.00 217.000 260,400.00 531.000 637,200.00 F) 75 MINOR CONCRETE (MINOR STRUCTURE) M3 1,185.0000 234,630.00 161.560 191,448.60 F) 76 MINOR CONCRETE (INVERT PAVING) M3 1,200.0000 43,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-043214 TIME 06:57 AM ESTIMATE NO. 11 BID OPENING 12/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ARCHITECTURAL TEXTURE M2 25.0000 39,850.00 877.000 21,925.00 SF)(SCULPTURED SHOTCRETE) 78 BAR REINFORCING STEEL (BRIDGE) KG 3.5000 221,060.00 0.000 0.00 SF) 79 BAR REINFORCING STEEL (RETAINING WALL) KG 3.5000 91,227.50 4,485.000 15,697.50 7,585.000 26,547.50 SF) 80 BAR REINFORCING STEEL (ANCHORED WALL) KG 4.2000 429,828.00 43,320.298 181,945.25 SF) 81 HEADED BAR REINFORCEMENT EA 15.0000 10,080.00 0.000 0.00 SF) 82 SHOTCRETE M3 655.0000 1,072,890.00 739.000 484,045.00 SF) 83 FURNISH LAMINATED PANEL SIGN M2 125.0000 500.00 0.000 0.00 (25.4 MM-TYPE B) 84 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 3,780.00 0.000 0.00 (1.6 MM-UNFRAMED) 85 FURNISH SINGLE SHEET ALUMINUM SIGN M2 180.0000 3,780.00 0.000 0.00 (2.0 MM-UNFRAMED) 86 FURNISH SINGLE SHEET ALUMINUM SIGN M2 195.0000 1,560.00 0.000 0.00 (2.0 MM-FRAMED) 87 ROADSIDE SIGN - ONE POST EA 410.0000 25,420.00 0.000 0.00 88 ROADSIDE SIGN - TWO POST EA 780.0000 2,340.00 0.000 0.00 89 PREPARE AND STAIN CONCRETE SURFACES M2 14.0000 118,426.00 1,620.564 22,687.90 S) 90 375 MM PLASTIC PIPE M 45.0000 2,205.00 11.040 496.80 (HIGH DENSITY POLYETHYLENE) 91 450 MM REINFORCED CONCRETE PIPE M 250.0000 37,500.00 90.210 22,552.50 92 600 MM REINFORCED CONCRETE PIPE M 485.0000 179,450.00 343.460 166,578.10 93 900 MM REINFORCED CONCRETE PIPE M 1,065.0000 191,700.00 177.330 188,856.45 94 1200 MM REINFORCED CONCRETE PIPE M 800.0000 73,600.00 91.940 73,552.00 95 1200 MM CORRUGATED STEEL PIPE M 800.0000 4,000.00 5.070 4,056.00 (2.77 MM THICK) 96 300 MM BITUMINOUS COATED CORRUGATED M 200.0000 58,000.00 40.000 8,000.00 95.900 19,180.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 97 600 MM BITUMINOUS COATED CORRUGATED M 600.0000 90,000.00 33.030 19,818.00 116.530 69,918.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 98 900 MM BITUMINOUS COATED CORRUGATED M 1,000.0000 46,000.00 32.990 32,990.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 99 300 MM BITUMINOUS COATED ENTRANCE TAPER EA 850.0000 32,300.00 11.000 9,350.00 00 300 MM BITUMINOUS COATED DOWNDRAIN EA 300.0000 11,400.00 11.000 3,300.00 SLIP JOINT 01 300 MM ANCHOR ASSEMBLY EA 250.0000 12,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-043214 TIME 06:57 AM ESTIMATE NO. 11 BID OPENING 12/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 02 600 MM ANCHOR ASSEMBLY EA 800.0000 7,200.00 9.000 7,200.00 03 CABLE ANCHORAGE SYSTEM EA 2,500.0000 7,500.00 1.000 2,500.00 04 600 MM STEEL FLARED END SECTION EA 500.0000 4,500.00 6.000 3,000.00 05 900 MM STEEL FLARED END SECTION EA 900.0000 2,700.00 0.000 0.00 06 CONCRETE (CONCRETED-ROCK SLOPE M3 105.0000 17,850.00 47.770 5,015.85 PROTECTION) 07 CONCRETED-ROCK SLOPE PROTECTION M3 210.0000 88,200.00 322.030 67,626.30 (1/4T, METHOD B) 08 ROCK SLOPE PROTECTION FABRIC M2 3.0000 3,390.00 848.800 2,546.40 09 MISCELLANEOUS IRON AND STEEL KG 3.3000 19,602.00 648.000 2,138.40 4,752.000 15,681.60 SF) 10 WIRE MESH NETTING SYSTEM M2 120.0000 104,400.00 312.000 37,440.00 312.000 37,440.00 11 DELINEATOR (CLASS 1) EA 52.0000 25,480.00 0.000 0.00 12 MILEPOST MARKER EA 75.0000 525.00 0.000 0.00 13 METAL BEAM GUARD RAILING (STEEL POST) M 175.0000 288,750.00 0.000 0.00 S) 14 TRANSITION RAILING (TYPE WB) EA 4,200.0000 159,600.00 0.000 0.00 S) 15 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 8,000.00 0.000 0.00 S) 16 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 155,000.00 0.000 0.00 S) 17 CONCRETE BARRIER (TYPE 736A) M 350.0000 41,300.00 49.000 17,150.00 49.000 17,150.00 F) 18 CONCRETE BARRIER (TYPE 736 MODIFIED) M 425.0000 263,075.00 0.000 0.00 F) 19 CONCRETE BARRIER (TYPE 736A MODIFIED) M 425.0000 27,200.00 0.000 0.00 F) 20 CONCRETE BARRIER (TYPE 742 MODIFIED) M 482.0000 374,996.00 562.000 270,884.00 562.000 270,884.00 F) 21 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.9700 41,567.00 0.000 0.00 S) 22 PAVEMENT MARKER EA 20.5000 29,315.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 6 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-043214 TIME 06:57 AM ESTIMATE NO. 11 BID OPENING 12/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,110,477.44 12,054,648.81 ADJUSTMENT OF COMPENSATION 15,462.18 15,462.18 EXTRA WORK 102,622.14 606,770.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,228,561.76 12,676,881.89 23 MOBILIZATION LS 3600,000.0000 3,600,000.00 0.950 3,420,000.00 ORIGINAL CONTRACT AMOUNT 32,709,900.70 TOTAL WORK COMPLETED 1,228,561.76 16,096,881.89 MATERIALS ON HAND ON SITE 859,445.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -312,559.43 TOTAL 1,228,561.76 16,643,767.96 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 123 MOBILIZATION 3,270,990.07 3,600,000.00 329,009.93 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 1060 02/07/07 01/26/07 12/30/09 319 10 0 0 45% 30% PROGRESS IS SATISFACTORY LINDQUIST, KARL RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 12/26/07