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 10/24/07 EST. NO.20 TIME 05:23 AM R.E. NAME: BURFORD, JIM 06-408404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 10/24/07 EST. NO.20 TIME 05:23 AM R.E. NAME: BURFORD, JIM 06-408404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 03 RECD PYRL #3 10,000.00 08 MISS PYRL -10,000.00 09 MISS PYRL -10,000.00 10 MISSING PYRLS -10,000.00 11 MISS PYRL -10,000.00 12 RECD PYRL #9,10,11 30,000.00 15 RECD PYRL #12 10,000.00 17 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-408404 TIME 05:23 AM ESTIMATE NO. 20 BID OPENING 01/04/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: BURFORD, JIM DATE OF THIS ESTIMATE 10/24/07 LOCATION PROGRESS ESTIMATE 06-KER-14-16.2/26.6 ----------------- GRANITE CONSTRUCTION COMPANY IN KERN COUNTY IN AND NEAR MOJAVE BAKERSFIELD BRANCH AT VARIOUS LOCATIONS P.O.BOX 5127 BAKERSFIELD, CA. 93388-5127 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 0.030 150.00 0.950 4,750.00 02 TIME-RELATED OVERHEAD WDAY 2,200.0000 880,000.00 22.000 48,400.00 381.000 838,200.00 03 TEMPORARY FENCE (TYPE DESERT TORTOISE) M 16.0000 513,600.00 31,371.700 501,947.20 S) 04 PREPARE STORM WATER POLLUTION LS 11,250.0000 11,250.00 0.970 10,912.50 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 400,000.0000 400,000.00 0.988 395,200.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 5,000.00 17.000 85,000.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 20,000.00 10.000 100,000.00 08 TEMPORARY CHECK DAM M 50.0000 25,000.00 63.000 3,150.00 09 CONSTRUCTION AREA SIGNS LS 6,510.0000 6,510.00 0.970 6,314.70 S) 10 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.970 388,000.00 S) 11 TYPE III BARRICADE EA 55.0000 6,600.00 108.000 5,940.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 15,580.00 393.000 14,934.00 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.930 37,200.00 S) 14 REMOVE FENCE (TYPE BW) M 5.0000 17,100.00 3,640.000 18,200.00 S) 15 REMOVE FLARED END SECTION EA 600.0000 2,400.00 1.000 600.00 3.000 1,800.00 16 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 90,900.00 6,036.000 18,108.00 S) STRIPE 17 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 35,000.00 3,453.000 6,906.00 S) 18 REMOVE PAINTED PAVEMENT MARKING M2 36.0000 4,320.00 125.940 4,533.84 S) 19 REMOVE PAVEMENT MARKER EA 1.0000 810.00 604.000 604.00 S) 20 REMOVE ROADSIDE SIGN EA 92.0000 5,060.00 34.000 3,128.00 21 REMOVE CULVERT M 40.0000 12,800.00 44.500 1,780.00 153.000 6,120.00 22 REMOVE INLET EA 600.0000 3,000.00 1.000 600.00 2.000 1,200.00 PROGRAM CAS145 PAGE 2 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-408404 TIME 05:23 AM ESTIMATE NO. 20 BID OPENING 01/04/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: BURFORD, JIM DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE HEADWALL EA 1,500.0000 12,000.00 7.000 10,500.00 24 REMOVE DELINEATOR EA 10.0000 660.00 22.000 220.00 25 RESET ROADSIDE SIGN EA 166.0000 830.00 2.000 332.00 26 RELOCATE ROADSIDE SIGN EA 166.0000 3,486.00 0.000 0.00 27 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 53,000.00 33,125.000 66,250.00 S) 28 REMOVE CONCRETE M3 27.0000 33,480.00 1,240.000 33,480.00 29 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 1.000 300,000.00 30 DEVELOP WATER SUPPLY LS 500,000.0000 500,000.00 1.000 500,000.00 31 ROADWAY EXCAVATION M3 8.0000 7,744,000.00 -70,000.000 -560,000.00 1,154,173.660 9,233,389.28 32 BLADED DIRT ROAD M 2.0000 19,160.00 9,236.000 18,472.00 9,541.000 19,082.00 33 LEAD COMPLIANCE PLAN LS 500.0000 500.00 1.000 500.00 34 ROADWAY EXCAVATION (DETOUR REMOVAL) M3 14.0000 257,600.00 8,632.830 120,859.62 35 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 76,800.00 2,560.000 76,800.00 F) 36 STRUCTURE BACKFILL (BRIDGE) M3 85.0000 171,700.00 2,020.000 171,700.00 F) 37 SOIL SOLIDIFYING EMULSION M2 1.0000 34,600.00 6,094.800 6,094.80 6,094.800 6,094.80 S) 38 DUFF HA 6,000.0000 492,000.00 42.860 257,160.00 S) 39 STRAW (EROSION CONTROL) TONN 700.0000 189,000.00 -28.130 -19,691.00 309.397 216,577.90 S) 40 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 3,000.00 1.000 1,500.00 S) 41 PURE LIVE SEED (EROSION CONTROL) KG 390.0000 358,800.00 -122.500 -47,775.00 945.392 368,702.88 S) 42 TRANSPLANT JOSHUA TREES EA 480.0000 86,400.00 171.000 82,080.00 S) 43 CLASS 2 AGGREGATE BASE M3 34.0000 3,944,000.00 2,507.240 85,246.16 114,832.210 3,904,295.14 44 ASPHALT CONCRETE (TYPE A) TONN 68.0000 13,940,000.00 11,356.140 772,217.52 188,067.880 12,788,615.84 45 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 75.0000 57,750.00 834.360 62,577.00 AREA) 46 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 7.0000 287.00 44.000 308.00 44.000 308.00 47 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 2,380.00 39.600 277.20 59.100 413.70 48 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 84,000.00 2,321.500 16,250.50 11,992.500 83,947.50 49 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 266.00 27.800 194.60 128.700 900.90 PROGRAM CAS145 PAGE 3 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-408404 TIME 05:23 AM ESTIMATE NO. 20 BID OPENING 01/04/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: BURFORD, JIM DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SHOULDER RUMBLE STRIP STA 90.0000 33,300.00 3.380 304.20 322.550 29,029.50 (AC, ROLLED-IN INDENTATIONS) 51 ASPHALTIC EMULSION (PAINT BINDER) TONN 600.0000 19,200.00 124.510 74,706.00 52 FURNISH PILING (CLASS 900) M 160.0000 467,040.00 2,904.500 464,720.00 (ALTERNATIVE W) 53 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,000.0000 454,000.00 227.000 454,000.00 S) 54 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 1.000 100,000.00 S) 55 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 800.0000 272,000.00 340.000 272,000.00 F) 56 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 2,104,000.00 2,630.000 2,104,000.00 F) 57 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 216,000.00 270.000 216,000.00 F) (TYPE N) 58 CLASS 1 CONCRETE (BOX CULVERT) M3 800.0000 2,928,000.00 3,680.500 2,944,400.00 F) 59 MINOR CONCRETE (MINOR STRUCTURE) M3 250.0000 386,000.00 280.000 70,000.00 1,094.860 273,715.00 F) 60 MINOR CONCRETE (BACKFILL) M3 250.0000 400.00 1.500 375.00 61 JOINT SEAL (MR 50 MM) M 120.0000 14,400.00 120.000 14,400.00 S) 62 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 354,000.00 368,500.000 368,500.00 SF) 63 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 499,572.00 502,058.000 502,058.00 SF) 64 METAL CATTLE GUARD (3.7 M) EA 10,000.0000 30,000.00 3.000 30,000.00 65 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 111,600.00 12,400.000 111,600.00 SF) 66 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 12,400.00 12,400.000 12,400.00 SF) 67 1524 MM CAST IN DRILLED HOLE CONCRETE M 3,600.0000 50,400.00 14.000 50,400.00 S) (SIGN FOUNDATION) 68 ROADSIDE SIGN - ONE POST EA 320.0000 54,400.00 30.000 9,600.00 109.000 34,880.00 69 ROADSIDE SIGN - TWO POST EA 396.0000 6,732.00 5.000 1,980.00 70 INSTALL ROADSIDE SIGN EA 1,800.0000 3,600.00 1.000 1,800.00 2.000 3,600.00 (LAMINATED WOOD BOX POST) 71 600 MM ALTERNATIVE PIPE CULVERT M 300.0000 87,000.00 339.900 101,970.00 72 900 MM ALTERNATIVE PIPE CULVERT M 400.0000 12,400.00 31.000 12,400.00 73 450 MM REINFORCED CONCRETE PIPE M 250.0000 10,250.00 69.400 17,350.00 74 600 MM REINFORCED CONCRETE PIPE M 300.0000 132,000.00 436.630 130,989.00 75 900 MM REINFORCED CONCRETE PIPE M 400.0000 20,000.00 50.000 20,000.00 76 900 MM CORRUGATED STEEL PIPE M 400.0000 2,800.00 0.000 0.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 4 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-408404 TIME 05:23 AM ESTIMATE NO. 20 BID OPENING 01/04/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: BURFORD, JIM DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 610 MM WELDED STEEL PIPE CASING (BRIDGE) M 400.0000 41,600.00 109.000 43,600.00 78 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 300.00 1.000 300.00 79 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 15,200.00 31.000 12,400.00 80 900 MM ALTERNATIVE FLARED END SECTION EA 600.0000 1,200.00 2.000 1,200.00 81 450 MM DEBRIS RACK CAGE (H = 1.2 M) EA 2,000.0000 2,000.00 1.000 2,000.00 82 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 351,750.00 1,287.000 96,525.00 6,077.420 455,806.50 83 ROCK SLOPE PROTECTION M3 200.0000 24,000.00 55.000 11,000.00 (BACKING NO. 2, METHOD B) 84 SLOPE PAVING (CONCRETE) M3 1,250.0000 87,500.00 70.000 87,500.00 F) 85 ROCK SLOPE PROTECTION FABRIC M2 5.0000 32,700.00 1,374.600 6,873.00 8,163.130 40,815.65 86 MISCELLANEOUS IRON AND STEEL KG 20.0000 16,160.00 216.000 4,320.00 F) 87 FENCE (TYPE BW, 4-STRAND, METAL POST) M 15.0000 378,000.00 19,976.450 299,646.75 S) 88 SURVEY MONUMENT EA 350.0000 5,950.00 16.000 5,600.00 89 DELINEATOR (CLASS 1) EA 28.0000 11,760.00 226.000 6,328.00 90 MILEPOST MARKER EA 65.0000 1,170.00 0.000 0.00 91 OBJECT MARKER EA 65.0000 1,430.00 12.000 780.00 12.000 780.00 92 METAL BEAM GUARD RAILING (STEEL POST) M 87.0000 11,310.00 7.600 661.20 254.920 22,178.04 S) 93 CHAIN LINK RAILING (TYPE 7) M 250.0000 24,500.00 90.000 22,500.00 SF) 94 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 39,200.00 98.000 39,200.00 F) 95 DOUBLE METAL BEAM GUARD RAILING M 97.0000 20,370.00 15.240 1,478.28 S) (STEEL POST) 96 TRANSITION RAILING (TYPE WB) EA 3,500.0000 21,000.00 2.000 7,000.00 8.000 28,000.00 S) 97 RAIL TENSIONING ASSEMBLY EA 500.0000 2,000.00 2.000 1,000.00 S) 98 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 1,500.00 4.000 2,000.00 S) 99 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,000.0000 2,000.00 0.000 0.00 S) 00 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,850.0000 7,400.00 2.000 3,700.00 S) 01 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 2.000 10,000.00 S) 02 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 2,000.00 2.000 1,000.00 S) 03 CONCRETE BARRIER (TYPE 732) M 200.0000 83,600.00 418.000 83,600.00 F) PROGRAM CAS145 PAGE 5 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-408404 TIME 05:23 AM ESTIMATE NO. 20 BID OPENING 01/04/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: BURFORD, JIM DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 71,000.00 11,161.000 5,580.50 117,428.850 58,714.43 S) 05 PAINT PAVEMENT MARKING (2-COAT) M2 44.0000 43,560.00 796.830 35,060.52 S) 06 PAVEMENT MARKER EA 12.0000 73,080.00 1,709.000 20,508.00 3,660.000 43,920.00 S) (RETROREFLECTIVE-RECESSED) 07 LIGHTING AND SIGN ILLUMINATION LS 321,000.0000 321,000.00 1.000 321,000.00 S) 08 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 34,000.0000 34,000.00 1.000 34,000.00 S) 09 TRAFFIC MONITORING STATION LS 28,500.0000 28,500.00 0.867 24,709.50 S) PROGRAM CAS145 PAGE 6 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-408404 TIME 05:23 AM ESTIMATE NO. 20 BID OPENING 01/04/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: BURFORD, JIM DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 542,756.68 40,807,264.97 ADJUSTMENT OF COMPENSATION 0.00 504,442.65 EXTRA WORK 0.00 981,789.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 542,756.68 42,293,496.65 10 MOBILIZATION LS 3865,000.0000 3,865,000.00 1.000 3,865,000.00 ORIGINAL CONTRACT AMOUNT 44,888,863.00 TOTAL WORK COMPLETED 542,756.68 46,158,496.65 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 542,756.68 46,158,496.65 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 02/02/06 400 03/20/06 02/15/06 12/11/07 380 39 0 14 93% 92% PROGRESS IS SATISFACTORY BURFORD, JIM RESIDENT ENGINEER PROGRAM CAS145 PAGE 18 DATE 10/24/07