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 03/30/09 EST. NO.28 TIME 03:10 PM R.E. NAME: BROWN, KARL 01-409604 --------------------------------------------------------------------------- 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 03/30/09 EST. NO.28 TIME 03:10 PM R.E. NAME: BROWN, KARL 01-409604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM ISSUES -20,389.55 04 SWPPP ISSUES -20,389.55 04 LATE CPM 10/06 -10,714.45 05 LATE CPM 09/06 -13,593.03 05 LATE 11/06 CPM -26,726.00 06 RELEASE SWPPP DEDUCT 20,389.55 06 CPM BASELINE ISSUES -2,054.21 07 CPM NO UPDATES -21,410.00 08 CPM - NO UPDATES -28,465.38 09 RELEASE ALL CPM 123,352.62 10 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 07/06 -5,000.00 01 PER LTR DATED 8/06 -5,000.00 03 RETURN 7/06 DEDUCT 5,000.00 03 PER LTR DATED 10/06 -5,000.00 05 PER LTR DATED 11/06 -6,000.00 06 REC'D AUG PAYROLLS 5,000.00 07 REC'D NOV PAYROLLS 6,000.00 07 REC'D OCT PAYROLLS 5,000.00 07 PER LTR DATED 8/07 -10,000.00 11 PER LTR DATED 09/07 -2,000.00 12 PER LTR 10/07 -10,000.00 13 RECV'D AUG PAYROLLS 10,000.00 13 RECV'D SEPT PAYROLL 2,000.00 13 PER LTR 11/07 -2,000.00 14 RETURN 9/07 10,000.00 14 PER LTR 12/07 -2,000.00 15 R'CD NOV DEC 07 PAYR 4,000.00 16 PER LTR DATED 5/09 -5,000.00 20 PER LTR DATED 7/08 -10,000.00 21 PER LTR 08/08 -3,000.00 22 RETURN 5/08 DEDUCT 5,000.00 23 RETURN 8/08 DEDUCT 3,000.00 23 PER LTR 10/08 -10,000.00 24 RTN 07/08 10/08 20,000.00 25 PER 12/08 LTR -1,000.00 26 CERTIFIED PAYROLLS 1,000.00 28 1,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-409604 TIME 03:10 PM ESTIMATE NO. 28 BID OPENING 03/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/23/08 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 03/30/09 LOCATION FINAL ESTIMATE 01-DN-199-27.0/27.5 -------------- GRANITE CONSTRUCTION COMPANY IN DEL NORTE COUNTY NEAR PATRICK P O BOX 50085 CREEK FROM 1.7 KM TO 0.9 KM SOUTH WATSONVILLE CA 95077 OF IDLEWILD MAINTENANCE STATION ROAD FED. AID NO. N O N E CURVE REALIGNMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 9,000.00 02 TIME-RELATED OVERHEAD WDAY 1,100.0000 451,000.00 424.000 466,400.00 03 PREPARE STORM WATER POLLUTION LS 6,500.0000 6,500.00 1.000 6,500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 1.000 30,000.00 05 TEMPORARY FIBER ROLL M 14.0000 9,800.00 113.960 1,595.44 06 TEMPORARY SILT FENCE M 25.0000 7,000.00 176.820 4,420.50 07 TEMPORARY CHAIN LINK FENCE M 250.0000 55,000.00 192.148 48,037.00 (ROCK BARRIER) 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 3,500.00 1.000 3,500.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 2,000.00 5.000 2,000.00 10 CONSTRUCTION AREA SIGNS LS 5,100.0000 5,100.00 1.000 5,100.00 S) 11 TRAFFIC CONTROL SYSTEM LS 86,000.0000 86,000.00 1.000 86,000.00 S) 12 TEMPORARY PAVEMENT MARKING (TAPE) M2 80.0000 7,440.00 49.240 3,939.20 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 10,040.00 4,126.700 16,506.80 S) 14 TEMPORARY PAVEMENT MARKER EA 4.0000 880.00 224.000 896.00 S) 15 TEMPORARY SIGNAL SYSTEM LS 295,000.0000 295,000.00 1.000 295,000.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 30,000.00 2.000 30,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 35.0000 89,600.00 1,640.260 57,409.10 S) 18 TEMPORARY CRASH CUSHION MODULE EA 60.0000 8,400.00 77.000 4,620.00 S) 19 ABANDON CULVERT M 40.0000 720.00 18.000 720.00 20 REMOVE METAL BEAM GUARD RAILING M 10.0000 2,800.00 260.469 2,604.69 S) 21 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 7.0000 11,480.00 544.000 3,808.00 S) STRIPE 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 3,280.00 1,186.000 4,744.00 S) PROGRAM CAS145 PAGE 2 DATE 03/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-409604 TIME 03:10 PM ESTIMATE NO. 28 BID OPENING 03/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/23/08 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 03/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 2.0000 460.00 230.000 460.00 S) 24 REMOVE ASPHALT CONCRETE M2 8.0000 2,960.00 297.970 2,383.76 25 REMOVE CULVERT M 45.0000 3,870.00 84.500 3,802.50 26 REMOVE INLET EA 350.0000 1,750.00 5.000 1,750.00 27 REMOVE RETAINING WALL (WOOD) M 140.0000 2,660.00 22.100 3,094.00 28 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 10,200.00 189.800 11,388.00 S) 29 RESET ROADSIDE SIGN EA 300.0000 3,600.00 7.000 2,100.00 30 RELOCATE ROADSIDE SIGN EA 300.0000 600.00 1.000 300.00 31 ADJUST INLET EA 700.0000 2,100.00 1.000 700.00 32 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 11,280.00 931.000 11,172.00 S) 33 CLEARING AND GRUBBING LS 28,000.0000 28,000.00 1.000 28,000.00 34 ROADWAY EXCAVATION M3 65.0000 222,950.00 2,581.580 167,802.70 35 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 36 ROCK EXCAVATION M3 200.0000 60,000.00 330.980 66,196.00 37 STRUCTURE EXCAVATION (ROCK ANCHOR WALL) M3 250.0000 106,750.00 427.000 106,750.00 F) 38 STRUCTURE BACKFILL (ROCK ANCHOR WALL) M3 800.0000 35,200.00 44.000 35,200.00 F) 39 ROCK ANCHOR ASSEMBLY M 320.0000 246,400.00 680.900 217,888.00 S) 40 IMPORTED BORROW M3 100.0000 21,000.00 0.000 0.00 41 WEED CONTROL MAT M2 60.0000 21,600.00 0.000 0.00 S) 42 EROSION CONTROL (TYPE BFM) KG 4.0000 6,400.00 1,600.000 6,400.00 S) 43 PURE LIVE SEED (EROSION CONTROL) KG 45.0000 7,200.00 160.000 7,200.00 S) 44 CLASS 2 AGGREGATE BASE M3 100.0000 123,000.00 1,185.100 118,510.00 45 ASPHALT CONCRETE (TYPE A) TONN 120.0000 242,400.00 2,327.585 279,310.20 46 ASPHALT CONCRETE (OPEN GRADED) TONN 130.0000 89,700.00 970.160 126,120.80 47 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 35.0000 24,500.00 314.970 11,023.95 AREA) 48 CENTERLINE RUMBLE STRIP STA 500.0000 4,500.00 8.740 4,370.00 (AC, GROUND-IN INDENTATIONS) 49 ASPHALTIC EMULSION (PAINT BINDER) TONN 800.0000 7,200.00 3.340 2,672.00 PROGRAM CAS145 PAGE 3 DATE 03/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-409604 TIME 03:10 PM ESTIMATE NO. 28 BID OPENING 03/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/23/08 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 03/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FURNISH PIN PILE (150 MM) M 410.0000 261,580.00 650.590 266,741.90 51 FURNISH PIN PILE (200 MM) M 450.0000 15,750.00 35.400 15,930.00 52 DRILLED HOLE M 420.0000 275,940.00 677.400 284,508.00 S) 53 STRUCTURAL CONCRETE, RETAINING WALL M3 1,800.0000 180,000.00 100.000 180,000.00 F) 54 STRUCTURAL CONCRETE, BARRIER SLAB M3 800.0000 225,600.00 282.000 225,600.00 F) 55 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 10,500.00 4.980 12,450.00 F) 56 ARCHITECTURAL TREATMENT (FIELDSTONE) M2 250.0000 74,500.00 298.000 74,500.00 F) 57 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 84,030.00 28,010.000 84,030.00 SF) 58 SHOTCRETE M3 2,500.0000 112,500.00 45.000 112,500.00 SF) 59 CLEAN AND PAINT STEEL PILING LS 20,000.0000 20,000.00 1.000 20,000.00 S) 60 PREPARE AND STAIN CONCRETE M2 100.0000 38,500.00 422.200 42,220.00 S) 61 600 MM ALTERNATIVE PIPE CULVERT M 560.0000 61,600.00 105.700 59,192.00 62 1200 MM CORRUGATED STEEL PIPE M 800.0000 2,000.00 2.500 2,000.00 (2.77 MM THICK) 63 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 300.0000 1,500.00 5.000 1,500.00 64 MISCELLANEOUS IRON AND STEEL KG 3.0000 1,620.00 540.000 1,620.00 SF) 65 MARKER (CULVERT) EA 50.0000 500.00 10.000 500.00 66 OBJECT MARKER (TYPE L-1) EA 30.0000 90.00 2.000 60.00 67 TRANSITION RAILING (TYPE WB) EA 2,500.0000 15,000.00 6.000 15,000.00 S) 68 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 12,000.00 5.000 12,000.00 S) 69 CONCRETE BARRIER (TYPE 80 MOD) M 450.0000 237,150.00 527.000 237,150.00 F) 70 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,560.00 3,534.750 7,069.50 S) 71 PAVEMENT MARKER EA 11.0000 2,530.00 240.000 2,640.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 03/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-409604 TIME 03:10 PM ESTIMATE NO. 28 BID OPENING 03/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/23/08 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 03/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 3,957,606.04 ADJUSTMENT OF COMPENSATION 0.00 53,085.91 EXTRA WORK 0.00 105,870.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 4,116,562.45 72 MOBILIZATION LS 440,000.0000 440,000.00 1.000 440,000.00 ORIGINAL CONTRACT AMOUNT 4,493,270.00 TOTAL WORK COMPLETED 0.00 4,556,562.45 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 0.00 TOTAL 1,000.00 4,556,562.45 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/25/06 410 06/20/06 05/10/06 12/23/08 380 274 14 0 100% 100% BROWN, KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/30/09