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 08/25/10 EST. NO.17 TIME 11:49 AM R.E. NAME: HARTMAN, BRUCE 03-3A2204 --------------------------------------------------------------------------- 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 0049 902.49 E.W. @ F.A.(+) 060910 N 46 0 0053 593.88 072210 N 50 0 0054 237.81 071910 N 51 0 0055 593.88 072110 N 52 0 0057 237.81 071610 N 53 0 006 0007 30,135.43 E.W. @ U.P (+) 072010 N 7 0 0008 24,607.19 082010 N 1138 0 036 0006 1,139.83 E.W. @ F.A.(+) 070810 N 6 0 040 0004 345.40 E.W. @ F.A.(+) 042010 N 4 0 0005 518.10 052510 N 5 0 0006 690.80 051910 N 6 0 0007 690.80 051710 N 7 0 0008 1,584.55 050610 N 8 0 0009 690.80 042610 N 9 0 042 0001 4,353.93 E.W. @ F.A.(+) 071510 N 1 0 0002 361.09 072910 N 2 0 0003 2,346.05 072610 N 3 0 046 0001 2,753.15 E.W. @ F.A.(+) 062510 N 1 0 0002 26,933.63 061510 N 2 0 0003 16,062.43 060410 N 3 0 0004 12,606.36 060410 N 4 0 0005 6,220.30 060510 N 5 0 0006 1,560.68 070910 N 6 0 047 0001 35,147.64 E.W. @ U.P (+) 062210 N 1138 0 052 0001 2,880.00 E.W. @ L.S.(+) 052010 N 1 0 174,194.03 TOTAL THIS ESTIMATE 682,061.12 TOTAL PREVIOUS ESTIMATE 856,255.15 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 08/25/10 EST. NO.17 TIME 11:49 AM R.E. NAME: HARTMAN, BRUCE 03-3A2204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PER CCO 23 -34,287.00 10 0.00 -34,287.00 TOTAL DEDUCTIONS 0.00 -34,287.00 PROGRAM CAS145 PAGE 1 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 11:49 AM ESTIMATE NO. 17 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 08/25/10 LOCATION PROGRESS ESTIMATE 03-NEV-80-28.1/31.8 ----------------- GRANITE CONSTRUCTION COMPANY IN NEVADA AND SIERRA COUNTIES NEAR P O BOX 50085 FLORISTON FROM THE TRUCKEE RIVER WATSONVILLE CA 950775085 BRIDGE TO THE NEVADA STATE LINE FED. AID NO. ACBI-GV08(1) N,M-GV08(1) N REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.750 2,250.00 02 TIME-RELATED OVERHEAD LS 562,500.0000 562,500.00 0.080 45,000.00 0.818 460,125.00 03 TEMPORARY FENCE (TYPE ESA) LF 4.0000 2,760.00 186.000 744.00 04 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 0.062 9,300.00 0.791 118,650.00 05 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.028 140.00 0.851 4,255.00 S) PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 5.0000 182,000.00 1,222.000 6,110.00 31,456.000 157,280.00 07 TEMPORARY SILT FENCE LF 5.0000 78,000.00 4,815.000 24,075.00 08 TEMPORARY STRAW BALE LF 0.2500 3,900.00 42.000 10.50 42.000 10.50 09 TEMPORARY CONSTRUCTION ENTRANCE EA 50.0000 1,200.00 0.000 0.00 10 TEMPORARY COVER SQYD 0.1000 4,740.00 206.000 20.60 11 TEMPORARY CHECK DAM LF 100.0000 26,000.00 741.000 74,100.00 12 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 2.000 1,000.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 42,000.00 1.000 300.00 46.000 13,800.00 14 TEMPORARY HYDRAULIC MULCH SQYD 1.3000 11,336.00 5,507.000 7,159.10 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 100,000.0000 100,000.00 0.062 6,200.00 0.791 79,100.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 0.062 1,240.00 0.937 18,740.00 17 TEMPORARY CREEK DIVERSION SYSTEM LS 25,000.0000 25,000.00 0.025 625.00 0.775 19,375.00 18 PROTECTION OF MIGRATORY BIRDS LS 15,000.0000 15,000.00 0.039 585.00 0.931 13,965.00 19 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.028 336.00 0.851 10,212.00 S) 20 TRAFFIC CONTROL SYSTEM LS 1041,282.0000 1,041,282.00 0.062 64,559.48 0.791 823,654.06 S) 21 TYPE III BARRICADE EA 100.0000 4,000.00 25.000 2,500.00 S) 22 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 216,000.00 71,727.000 71,727.00 246,833.000 246,833.00 S) PROGRAM CAS145 PAGE 2 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 11:49 AM ESTIMATE NO. 17 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 08/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC PLASTIC DRUM EA 50.0000 8,000.00 270.000 13,500.00 S) 24 QUICKCHANGE MOVEABLE BARRIER LS 2500,000.0000 2,500,000.00 0.045 112,500.00 0.821 2,052,500.00 S) 25 TEMPORARY LIGHTING SYSTEM LS 225,000.0000 225,000.00 0.050 11,250.00 0.950 213,750.00 S) 26 PORTABLE CHANGEABLE MESSAGE SIGN LS 100,000.0000 100,000.00 0.062 6,200.00 0.791 79,100.00 S) 27 END OF QUEUE WARNING/SERVICE PATROL LS 800,000.0000 800,000.00 0.062 49,600.00 0.791 632,800.00 S) 28 TEMPORARY RAILING (TYPE K) LF 12.0000 1,488,000.00 14,482.500 173,790.00 87,077.500 1,044,930.00 29 TEMPORARY CRASH CUSHION MODULE EA 300.0000 45,000.00 28.000 8,400.00 163.000 48,900.00 S) 30 ABANDON CULVERT EA 1,500.0000 1,500.00 4.000 6,000.00 31 REMOVE METAL BEAM GUARD RAILING LF 0.1000 1,940.00 18,875.000 1,887.50 S) 32 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 76,300.00 12,954.000 12,954.00 177,614.800 177,614.80 S) 33 REMOVE ROADSIDE SIGN EA 500.0000 500.00 1.000 500.00 34 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 18,800.00 18,754.740 18,754.74 35 REMOVE OVERSIDE DRAIN EA 1,000.0000 14,000.00 4.000 4,000.00 11.000 11,000.00 36 REMOVE CULVERT LF 150.0000 37,500.00 15.000 2,250.00 238.700 35,805.00 37 REMOVE SLOTTED DRAIN LF 6.0000 100,800.00 17,126.000 102,756.00 38 REMOVE INLET EA 2,000.0000 38,000.00 13.000 26,000.00 39 REMOVE HEADWALL EA 900.0000 1,800.00 1.000 900.00 2.000 1,800.00 40 REMOVE DOWNDRAIN EA 400.0000 9,600.00 12.000 4,800.00 23.000 9,200.00 41 REMOVE BASE AND SURFACING CY 45.0000 4,351,500.00 12,310.900 553,990.50 88,412.400 3,978,558.00 42 RECONSTRUCT METAL BEAM GUARD RAILING LF 100.0000 4,000.00 50.000 5,000.00 S) (WOOD POST) 43 RESET ROADSIDE SIGN EA 600.0000 6,000.00 12.000 7,200.00 44 ADJUST INLET EA 2,300.0000 29,900.00 8.000 18,400.00 45 PLASTIC PIPE LINER (21.50" O.D.) LF 245.0000 269,500.00 885.000 216,825.00 46 PLASTIC PIPE LINER (31.50" O.D.) LF 340.0000 61,200.00 0.000 0.00 47 PLASTIC PIPE LINER (42.00" O.D.) LF 550.0000 71,500.00 130.000 71,500.00 48 24" PIPE LINING (CEMENT MORTAR) LF 350.0000 42,000.00 0.000 0.00 49 36" PIPE LINING (CEMENT MORTAR) LF 350.0000 52,500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 11:49 AM ESTIMATE NO. 17 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 08/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 186,000.00 22.600 113.00 19,790.920 98,954.60 S) 51 REMOVE CONCRETE BARRIER LF 7.0000 207,900.00 33,169.580 232,187.06 52 REMOVE UNSOUND CONCRETE CF 50.0000 14,500.00 0.000 0.00 53 PREPARE CONCRETE SURFACE SQFT 15.0000 15,000.00 605.160 9,077.40 605.160 9,077.40 54 REMOVE CONCRETE (MISCELLANEOUS) CY 150.0000 1,200.00 0.000 0.00 55 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.062 3,100.00 0.791 39,550.00 56 ROADWAY EXCAVATION CY 40.0000 420,000.00 2,924.870 116,994.80 11,622.930 464,917.20 57 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.028 84.00 0.851 2,553.00 58 IMPORTED BORROW CY 30.0000 160,500.00 2,564.410 76,932.30 5,664.560 169,936.80 59 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 0.5000 95,000.00 29,041.000 14,520.50 S) 60 FIBER ROLLS WITH ROCK LF 4.0000 23,200.00 1,934.000 7,736.00 1,934.000 7,736.00 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 13,500.00 2.000 3,000.00 S) 62 CLASS 2F AGGREGATE BASE CY 36.0000 1,083,600.00 3,532.500 127,170.00 23,873.850 859,458.60 63 REPLACE ASPHALT CONCRETE SURFACING CY 350.0000 49,000.00 120.180 42,063.00 159.980 55,993.00 64 HOT MIX ASPHALT (TYPE A) TON 135.0000 2,389,500.00 2,426.100 327,523.50 14,785.100 1,995,988.50 65 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 120.00 42.000 126.00 66 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 3,390.00 65.000 195.00 230.000 690.00 67 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 53,400.00 9,188.000 27,564.00 17,944.000 53,832.00 68 PLACE HOT MIX ASPHALT SQYD 50.0000 4,750.00 98.200 4,910.00 170.340 8,517.00 (MISCELLANEOUS AREA) 69 TACK COAT TON 100.0000 51,000.00 2.000 200.00 5.250 525.00 70 CONCRETE PAVEMENT CY 200.0000 14,840,000.00 8,508.040 1,701,608.00 64,566.760 12,913,352.00 71 SEAL PAVEMENT JOINT LF 1.0000 272,000.00 31,132.000 31,132.00 137,851.350 137,851.35 72 SEAL LONGITUDINAL ISOLATION JOINT LF 5.1500 9,115.50 1,700.000 8,755.00 73 CLASS 4 CONCRETE (BACKFILL) CY 230.0000 7,705.00 5.000 1,150.00 86.700 19,941.00 F) 74 CLASS 1 CONCRETE (MINOR STRUCTURE) CY 2,100.0000 1,060,500.00 362.590 761,439.00 F) 75 MINOR CONCRETE (MINOR STRUCTURE) CY 2,100.0000 489,300.00 185.880 390,348.00 F) 76 MINOR CONCRETE (INVERT PAVING) CY 2,500.0000 17,500.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 11:49 AM ESTIMATE NO. 17 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 08/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (HEADWALL) CY 4,000.0000 14,400.00 3.600 14,400.00 3.600 14,400.00 F) 78 24" REINFORCED CONCRETE PIPE LF 110.0000 108,900.00 777.000 85,470.00 79 18" CORRUGATED STEEL PIPE (.079" THICK) LF 185.0000 14,800.00 108.000 19,980.00 80 24" CORRUGATED STEEL PIPE (.079" THICK) LF 300.0000 159,000.00 14.000 4,200.00 325.000 97,500.00 81 36" CORRUGATED STEEL PIPE (.079" THICK) LF 500.0000 55,000.00 0.000 0.00 82 12" SLOTTED PLASTIC PIPE LF 110.0000 187,000.00 500.000 55,000.00 83 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 45.0000 430,200.00 6,533.000 293,985.00 84 PERMEABLE MATERIAL CY 40.0000 6,400.00 201.330 8,053.20 85 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 98,000.00 1,058.000 74,060.00 1,357.000 94,990.00 86 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 150.0000 28,500.00 128.000 19,200.00 (.109" THICK) 87 18" HIGH DENSITY POLYETHYLENE PIPE LF 1,000.0000 1,000.00 0.000 0.00 (TYPE S) RISER 88 48" PRECAST CONCRETE PIPE MANHOLE EA 7,000.0000 14,000.00 2.000 14,000.00 89 24" PRECAST CONCRETE PIPE RISER LF 250.0000 45,000.00 0.000 0.00 90 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 150.0000 27,000.00 0.000 0.00 91 ROCK SLOPE PROTECTION CY 170.0000 5,440.00 0.000 0.00 (1/4 TON, METHOD B) 92 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 170.0000 18,700.00 0.000 0.00 93 ROCK SLOPE PROTECTION CY 170.0000 5,100.00 9.000 1,530.00 19.000 3,230.00 (FACING, METHOD B) 94 ROCK SLOPE PROTECTION CY 170.0000 3,740.00 0.000 0.00 (BACKING NO. 3, METHOD B) 95 MINOR CONCRETE (CHANNEL LINING) CY 700.0000 3,640.00 0.000 0.00 96 MINOR CONCRETE (GUTTER LINING) CY 300.0000 330,000.00 265.500 79,650.00 775.050 232,515.00 97 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 1,350.00 82.000 82.00 804.940 804.94 98 MISCELLANEOUS IRON AND STEEL LB 2.0000 136,078.00 225.000 450.00 9,391.000 18,782.00 SF) 99 DELINEATOR (CLASS 2) EA 38.0000 9,500.00 71.000 2,698.00 194.000 7,372.00 00 MILEPOST MARKER EA 40.0000 760.00 0.000 0.00 01 MARKER (CULVERT) EA 40.0000 3,400.00 42.000 1,680.00 42.000 1,680.00 02 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 30.0000 6,300.00 210.000 6,300.00 03 OBJECT MARKER (TYPE L-1) EA 40.0000 680.00 6.000 240.00 PROGRAM CAS145 PAGE 5 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 11:49 AM ESTIMATE NO. 17 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 08/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 METAL BEAM GUARD RAILING LF 45.0000 841,500.00 9,675.000 435,375.00 18,703.000 841,635.00 S) (8', STEEL POST) 05 TRANSITION RAILING (TYPE WB) EA 2,600.0000 2,600.00 0.000 0.00 S) 06 END ANCHOR ASSEMBLY (TYPE SFT) EA 415.0000 7,055.00 9.000 3,735.00 18.000 7,470.00 S) 07 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,700.0000 28,900.00 9.000 15,300.00 14.000 23,800.00 S) 08 CONCRETE BARRIER (TYPE 60) LF 45.0000 1,269,000.00 12,812.000 576,540.00 09 CONCRETE BARRIER (TYPE 60SC) LF 165.0000 239,250.00 0.000 0.00 10 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 6.5000 8,320.00 0.000 0.00 S) (RECESSED) 11 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 12 4" TWO-COMPONENT TRAFFIC STRIPE LF 3.0000 178,200.00 0.000 0.00 S) (RECESSED, 36-12) 13 4" TWO-COMPONENT TRAFFIC STRIPE LF 8.7000 5,655.00 0.000 0.00 S) (RECESSED, BROKEN 17-7) 14 TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3500 42,000.00 0.000 0.00 S) 15 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.7500 5,812.50 0.000 0.00 S) 16 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 11.0000 1,320.00 0.000 0.00 S) 17 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.135 1,350.00 0.760 7,600.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 6 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 11:49 AM ESTIMATE NO. 17 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 08/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,258,830.48 31,531,925.45 ADJUSTMENT OF COMPENSATION 0.00 174,379.93 EXTRA WORK 174,194.03 681,875.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,433,024.51 32,388,180.60 18 MOBILIZATION LS 4000,000.0000 4,000,000.00 1.000 4,000,000.00 ORIGINAL CONTRACT AMOUNT 42,739,739.00 TOTAL WORK COMPLETED 4,433,024.51 36,388,180.60 MATERIALS ON HAND ON SITE 207,933.04 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -34,287.00 TOTAL 4,433,024.51 36,561,826.64 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 11/13/08 225 05/04/09 01/07/09 10/15/10 176 228 11 0 84% 75% PROGRESS IS SATISFACTORY HARTMAN, BRUCE RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/10