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 04/26/06 EST. NO.01 TIME 05:55 AM R.E. NAME: PINEDA, PAUL 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 --------------------------------------------------------------------------- 001 0001 288.26 E.W. @ F.A.(+) 033006 N 0001 0 0002 626.34 033106 N 0002 0 0003 497.10 040506 N 0003 0 0005 428.24 040606 N 0005 0 0006 1,712.95 040306 N 0006 0 0007 297.98 040506 N 0007 0 0008 350.30 040506 N 0008 0 0009 146.45 040706 N 0009 0 0010 428.24 040706 N 0010 0 0011 204.65 040706 N 0011 0 0012 140.55 040606 N 0012 0 0013 428.24 041006 N 0013 0 0014 428.24 041206 N 0014 0 0015 267.65 041406 N 0015 0 6,245.19 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 6,245.19 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 04/26/06 EST. NO.01 TIME 05:55 AM R.E. NAME: PINEDA, PAUL 06-408404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-408404 TIME 05:55 AM ESTIMATE NO. 01 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 04/20/06 R.E. NAME: PINEDA, PAUL DATE OF THIS ESTIMATE 04/26/06 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 0.250 1,250.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 2,200.0000 880,000.00 18.000 39,600.00 18.000 39,600.00 03 TEMPORARY FENCE (TYPE DESERT TORTOISE) M 16.0000 513,600.00 17,256.000 276,096.00 17,256.000 276,096.00 S) 04 PREPARE STORM WATER POLLUTION LS 11,250.0000 11,250.00 0.750 8,437.50 0.750 8,437.50 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 400,000.0000 400,000.00 0.000 0.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 5,000.00 0.000 0.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 20,000.00 0.000 0.00 08 TEMPORARY CHECK DAM M 50.0000 25,000.00 0.000 0.00 09 CONSTRUCTION AREA SIGNS LS 6,510.0000 6,510.00 0.200 1,302.00 0.200 1,302.00 S) 10 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.020 8,000.00 0.020 8,000.00 S) 11 TYPE III BARRICADE EA 55.0000 6,600.00 0.000 0.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 15,580.00 0.000 0.00 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.020 800.00 0.020 800.00 S) 14 REMOVE FENCE (TYPE BW) M 5.0000 17,100.00 3,100.000 15,500.00 3,100.000 15,500.00 S) 15 REMOVE FLARED END SECTION EA 600.0000 2,400.00 0.000 0.00 16 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 90,900.00 0.000 0.00 S) STRIPE 17 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 35,000.00 0.000 0.00 S) 18 REMOVE PAINTED PAVEMENT MARKING M2 36.0000 4,320.00 0.000 0.00 S) 19 REMOVE PAVEMENT MARKER EA 1.0000 810.00 0.000 0.00 S) 20 REMOVE ROADSIDE SIGN EA 92.0000 5,060.00 0.000 0.00 21 REMOVE CULVERT M 40.0000 12,800.00 0.000 0.00 22 REMOVE INLET EA 600.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-408404 TIME 05:55 AM ESTIMATE NO. 01 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 04/20/06 R.E. NAME: PINEDA, PAUL DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 24 REMOVE DELINEATOR EA 10.0000 660.00 0.000 0.00 25 RESET ROADSIDE SIGN EA 166.0000 830.00 0.000 0.00 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 0.000 0.00 S) 28 REMOVE CONCRETE M3 27.0000 33,480.00 0.000 0.00 29 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 0.400 120,000.00 0.400 120,000.00 30 DEVELOP WATER SUPPLY LS 500,000.0000 500,000.00 0.750 375,000.00 0.750 375,000.00 31 ROADWAY EXCAVATION M3 8.0000 7,744,000.00 34,055.550 272,444.40 34,055.550 272,444.40 32 BLADED DIRT ROAD M 2.0000 19,160.00 305.000 610.00 305.000 610.00 33 LEAD COMPLIANCE PLAN LS 500.0000 500.00 0.000 0.00 34 ROADWAY EXCAVATION (DETOUR REMOVAL) M3 14.0000 257,600.00 0.000 0.00 35 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 76,800.00 0.000 0.00 F) 36 STRUCTURE BACKFILL (BRIDGE) M3 85.0000 171,700.00 0.000 0.00 F) 37 SOIL SOLIDIFYING EMULSION M2 1.0000 34,600.00 0.000 0.00 S) 38 DUFF HA 6,000.0000 492,000.00 0.000 0.00 S) 39 STRAW (EROSION CONTROL) TONN 700.0000 189,000.00 0.000 0.00 S) 40 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 3,000.00 0.000 0.00 S) 41 PURE LIVE SEED (EROSION CONTROL) KG 390.0000 358,800.00 0.000 0.00 S) 42 TRANSPLANT JOSHUA TREES EA 480.0000 86,400.00 107.000 51,360.00 107.000 51,360.00 S) 43 CLASS 2 AGGREGATE BASE M3 34.0000 3,944,000.00 477.000 16,218.00 477.000 16,218.00 44 ASPHALT CONCRETE (TYPE A) TONN 68.0000 13,940,000.00 707.000 48,076.00 707.000 48,076.00 45 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 75.0000 57,750.00 0.000 0.00 AREA) 46 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 7.0000 287.00 0.000 0.00 47 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 2,380.00 0.000 0.00 48 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 84,000.00 0.000 0.00 49 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 266.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-408404 TIME 05:55 AM ESTIMATE NO. 01 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 04/20/06 R.E. NAME: PINEDA, PAUL DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 51 ASPHALTIC EMULSION (PAINT BINDER) TONN 600.0000 19,200.00 0.000 0.00 52 FURNISH PILING (CLASS 900) M 160.0000 467,040.00 0.000 0.00 (ALTERNATIVE W) 53 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,000.0000 454,000.00 0.000 0.00 S) 54 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 0.000 0.00 S) 55 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 800.0000 272,000.00 0.000 0.00 F) 56 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 2,104,000.00 0.000 0.00 F) 57 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 216,000.00 0.000 0.00 F) (TYPE N) 58 CLASS 1 CONCRETE (BOX CULVERT) M3 800.0000 2,928,000.00 92.300 73,840.00 92.300 73,840.00 F) 59 MINOR CONCRETE (MINOR STRUCTURE) M3 250.0000 386,000.00 12.900 3,225.00 12.900 3,225.00 F) 60 MINOR CONCRETE (BACKFILL) M3 250.0000 400.00 0.000 0.00 61 JOINT SEAL (MR 50 MM) M 120.0000 14,400.00 0.000 0.00 S) 62 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 354,000.00 0.000 0.00 SF) 63 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 499,572.00 14,263.000 14,263.00 14,263.000 14,263.00 SF) 64 METAL CATTLE GUARD (3.7 M) EA 10,000.0000 30,000.00 0.000 0.00 65 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 111,600.00 0.000 0.00 SF) 66 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 12,400.00 0.000 0.00 SF) 67 1524 MM CAST IN DRILLED HOLE CONCRETE M 3,600.0000 50,400.00 0.000 0.00 S) (SIGN FOUNDATION) 68 ROADSIDE SIGN - ONE POST EA 320.0000 54,400.00 0.000 0.00 69 ROADSIDE SIGN - TWO POST EA 396.0000 6,732.00 0.000 0.00 70 INSTALL ROADSIDE SIGN EA 1,800.0000 3,600.00 0.000 0.00 (LAMINATED WOOD BOX POST) 71 600 MM ALTERNATIVE PIPE CULVERT M 300.0000 87,000.00 0.000 0.00 72 900 MM ALTERNATIVE PIPE CULVERT M 400.0000 12,400.00 0.000 0.00 73 450 MM REINFORCED CONCRETE PIPE M 250.0000 10,250.00 26.400 6,600.00 26.400 6,600.00 74 600 MM REINFORCED CONCRETE PIPE M 300.0000 132,000.00 27.600 8,280.00 27.600 8,280.00 75 900 MM REINFORCED CONCRETE PIPE M 400.0000 20,000.00 0.000 0.00 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 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-408404 TIME 05:55 AM ESTIMATE NO. 01 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 04/20/06 R.E. NAME: PINEDA, PAUL DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 78 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 300.00 0.000 0.00 79 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 15,200.00 0.000 0.00 80 900 MM ALTERNATIVE FLARED END SECTION EA 600.0000 1,200.00 0.000 0.00 81 450 MM DEBRIS RACK CAGE (H = 1.2 M) EA 2,000.0000 2,000.00 0.000 0.00 82 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 351,750.00 0.000 0.00 83 ROCK SLOPE PROTECTION M3 200.0000 24,000.00 0.000 0.00 (BACKING NO. 2, METHOD B) 84 SLOPE PAVING (CONCRETE) M3 1,250.0000 87,500.00 0.000 0.00 F) 85 ROCK SLOPE PROTECTION FABRIC M2 5.0000 32,700.00 0.000 0.00 86 MISCELLANEOUS IRON AND STEEL KG 20.0000 16,160.00 216.000 4,320.00 216.000 4,320.00 F) 87 FENCE (TYPE BW, 4-STRAND, METAL POST) M 15.0000 378,000.00 0.000 0.00 S) 88 SURVEY MONUMENT EA 350.0000 5,950.00 0.000 0.00 89 DELINEATOR (CLASS 1) EA 28.0000 11,760.00 0.000 0.00 90 MILEPOST MARKER EA 65.0000 1,170.00 0.000 0.00 91 OBJECT MARKER EA 65.0000 1,430.00 0.000 0.00 92 METAL BEAM GUARD RAILING (STEEL POST) M 87.0000 11,310.00 0.000 0.00 S) 93 CHAIN LINK RAILING (TYPE 7) M 250.0000 24,500.00 0.000 0.00 SF) 94 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 39,200.00 0.000 0.00 F) 95 DOUBLE METAL BEAM GUARD RAILING M 97.0000 20,370.00 0.000 0.00 S) (STEEL POST) 96 TRANSITION RAILING (TYPE WB) EA 3,500.0000 21,000.00 0.000 0.00 S) 97 RAIL TENSIONING ASSEMBLY EA 500.0000 2,000.00 0.000 0.00 S) 98 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 1,500.00 0.000 0.00 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 0.000 0.00 S) 01 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 0.000 0.00 S) 02 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 2,000.00 0.000 0.00 S) 03 CONCRETE BARRIER (TYPE 732) M 200.0000 83,600.00 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-408404 TIME 05:55 AM ESTIMATE NO. 01 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 04/20/06 R.E. NAME: PINEDA, PAUL DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 05 PAINT PAVEMENT MARKING (2-COAT) M2 44.0000 43,560.00 0.000 0.00 S) 06 PAVEMENT MARKER EA 12.0000 73,080.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 07 LIGHTING AND SIGN ILLUMINATION LS 321,000.0000 321,000.00 0.000 0.00 S) 08 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 34,000.0000 34,000.00 0.000 0.00 S) 09 TRAFFIC MONITORING STATION LS 28,500.0000 28,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-408404 TIME 05:55 AM ESTIMATE NO. 01 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 04/20/06 R.E. NAME: PINEDA, PAUL DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,345,221.90 1,345,221.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 6,245.19 6,245.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,351,467.09 1,351,467.09 10 MOBILIZATION LS 3865,000.0000 3,865,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 44,888,863.00 TOTAL WORK COMPLETED 1,351,467.09 1,351,467.09 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,351,467.09 1,351,467.09 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 00/00/00 02/15/06 10/31/07 18 25 0 1 3% 4% PROGRESS IS SATISFACTORY *** SUSPENDED ON 02/21/06. PINEDA, PAUL RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 04/26/06