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 07/21/09 EST. NO.05 TIME 06:15 PM 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 --------------------------------------------------------------------------- 006 0001 24,977.74 E.W. @ L.S.(+) 052009 N 01 0 0002 45,481.80 E.W. @ U.P (+) 052009 N 02 0 009 0001 -13,069.33 A.C. @ U.P.(-) 051709 N 01 0 010 0001 2,540.00 E.W. @ F.A.(+) 052609 N 1 0 012 0010 1,518.29 E.W. @ U.P (+) 050509 N 01 0 0011 2,157.57 050609 N 11 0 0012 719.19 051109 N 12 0 64,325.26 TOTAL THIS ESTIMATE 375,313.77 TOTAL PREVIOUS ESTIMATE 439,639.03 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 07/21/09 EST. NO.05 TIME 06:15 PM R.E. NAME: HARTMAN, BRUCE 03-3A2204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 06:15 PM ESTIMATE NO. 05 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 07/20/09 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 07/21/09 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 0.250 750.00 02 TIME-RELATED OVERHEAD LS 562,500.0000 562,500.00 0.068 38,250.00 0.189 106,312.50 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 0.084 12,600.00 0.220 33,000.00 05 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.037 185.00 0.597 2,985.00 S) PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 5.0000 182,000.00 17,868.000 89,340.00 07 TEMPORARY SILT FENCE LF 5.0000 78,000.00 90.000 450.00 175.000 875.00 08 TEMPORARY STRAW BALE LF 0.2500 3,900.00 0.000 0.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 50.0000 1,200.00 0.000 0.00 10 TEMPORARY COVER SQYD 0.1000 4,740.00 16.000 1.60 11 TEMPORARY CHECK DAM LF 100.0000 26,000.00 25.000 2,500.00 460.000 46,000.00 12 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 0.000 0.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 42,000.00 29.000 8,700.00 14 TEMPORARY HYDRAULIC MULCH SQYD 1.3000 11,336.00 0.000 0.00 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 100,000.0000 100,000.00 0.084 8,400.00 0.220 22,000.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 0.063 1,260.00 0.313 6,260.00 17 TEMPORARY CREEK DIVERSION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 18 PROTECTION OF MIGRATORY BIRDS LS 15,000.0000 15,000.00 0.750 11,250.00 19 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.037 444.00 0.597 7,164.00 S) 20 TRAFFIC CONTROL SYSTEM LS 1041,282.0000 1,041,282.00 0.084 87,467.69 0.220 229,082.04 S) 21 TYPE III BARRICADE EA 100.0000 4,000.00 10.000 1,000.00 S) 22 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 216,000.00 50,404.000 50,404.00 S) PROGRAM CAS145 PAGE 2 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 06:15 PM ESTIMATE NO. 05 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 07/20/09 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,000.00 160.000 8,000.00 S) 24 QUICKCHANGE MOVEABLE BARRIER LS 2500,000.0000 2,500,000.00 0.061 152,500.00 0.409 1,022,500.00 S) 25 TEMPORARY LIGHTING SYSTEM LS 225,000.0000 225,000.00 0.050 11,250.00 0.350 78,750.00 S) 26 PORTABLE CHANGEABLE MESSAGE SIGN LS 100,000.0000 100,000.00 0.084 8,400.00 0.220 22,000.00 S) 27 END OF QUEUE WARNING/SERVICE PATROL LS 800,000.0000 800,000.00 0.084 67,200.00 0.220 176,000.00 S) 28 TEMPORARY RAILING (TYPE K) LF 12.0000 1,488,000.00 20,124.000 241,488.00 29 TEMPORARY CRASH CUSHION MODULE EA 300.0000 45,000.00 56.000 16,800.00 S) 30 ABANDON CULVERT EA 1,500.0000 1,500.00 0.000 0.00 31 REMOVE METAL BEAM GUARD RAILING LF 0.1000 1,940.00 0.000 0.00 S) 32 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 76,300.00 35,345.000 35,345.00 S) 33 REMOVE ROADSIDE SIGN EA 500.0000 500.00 1.000 500.00 34 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 18,800.00 445.000 445.00 35 REMOVE OVERSIDE DRAIN EA 1,000.0000 14,000.00 2.000 2,000.00 36 REMOVE CULVERT LF 150.0000 37,500.00 0.000 0.00 37 REMOVE SLOTTED DRAIN LF 6.0000 100,800.00 9,051.000 54,306.00 38 REMOVE INLET EA 2,000.0000 38,000.00 5.000 10,000.00 39 REMOVE HEADWALL EA 900.0000 1,800.00 0.000 0.00 40 REMOVE DOWNDRAIN EA 400.0000 9,600.00 0.000 0.00 41 REMOVE BASE AND SURFACING CY 45.0000 4,351,500.00 12,986.110 584,374.95 42 RECONSTRUCT METAL BEAM GUARD RAILING LF 100.0000 4,000.00 0.000 0.00 S) (WOOD POST) 43 RESET ROADSIDE SIGN EA 600.0000 6,000.00 0.000 0.00 44 ADJUST INLET EA 2,300.0000 29,900.00 0.000 0.00 45 PLASTIC PIPE LINER (21.50" O.D.) LF 245.0000 269,500.00 0.000 0.00 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 0.000 0.00 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 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 06:15 PM ESTIMATE NO. 05 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 07/20/09 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,328.720 51,643.60 S) 51 REMOVE CONCRETE BARRIER LF 7.0000 207,900.00 19,366.580 135,566.06 52 REMOVE UNSOUND CONCRETE CF 50.0000 14,500.00 0.000 0.00 53 PREPARE CONCRETE SURFACE SQFT 15.0000 15,000.00 0.000 0.00 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 0.084 4,200.00 0.220 11,000.00 56 ROADWAY EXCAVATION CY 40.0000 420,000.00 534.330 21,373.20 534.330 21,373.20 57 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.037 111.00 0.597 1,791.00 58 IMPORTED BORROW CY 30.0000 160,500.00 0.000 0.00 59 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 0.5000 95,000.00 0.000 0.00 S) 60 FIBER ROLLS WITH ROCK LF 4.0000 23,200.00 0.000 0.00 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 13,500.00 0.000 0.00 S) 62 CLASS 2F AGGREGATE BASE CY 36.0000 1,083,600.00 3,030.100 109,083.60 63 REPLACE ASPHALT CONCRETE SURFACING CY 350.0000 49,000.00 0.000 0.00 64 HOT MIX ASPHALT (TYPE A) TON 135.0000 2,389,500.00 557.860 75,311.10 4,871.170 657,607.95 65 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 120.00 0.000 0.00 66 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 3,390.00 0.000 0.00 67 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 53,400.00 0.000 0.00 68 PLACE HOT MIX ASPHALT SQYD 50.0000 4,750.00 0.000 0.00 (MISCELLANEOUS AREA) 69 TACK COAT TON 100.0000 51,000.00 0.200 20.00 70 CONCRETE PAVEMENT CY 200.0000 14,840,000.00 7,609.040 1,521,808.00 8,205.040 1,641,008.00 71 SEAL PAVEMENT JOINT LF 1.0000 272,000.00 4,727.000 4,727.00 4,727.000 4,727.00 72 SEAL LONGITUDINAL ISOLATION JOINT LF 5.1500 9,115.50 0.000 0.00 73 CLASS 4 CONCRETE (BACKFILL) CY 230.0000 7,705.00 14.500 3,335.00 14.500 3,335.00 F) 74 CLASS 1 CONCRETE (MINOR STRUCTURE) CY 2,100.0000 1,060,500.00 168.340 353,514.00 F) 75 MINOR CONCRETE (MINOR STRUCTURE) CY 2,100.0000 489,300.00 64.040 134,484.00 F) 76 MINOR CONCRETE (INVERT PAVING) CY 2,500.0000 17,500.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 06:15 PM ESTIMATE NO. 05 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 07/20/09 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 78 24" REINFORCED CONCRETE PIPE LF 110.0000 108,900.00 224.000 24,640.00 250.000 27,500.00 79 18" CORRUGATED STEEL PIPE (.079" THICK) LF 185.0000 14,800.00 0.000 0.00 80 24" CORRUGATED STEEL PIPE (.079" THICK) LF 300.0000 159,000.00 94.000 28,200.00 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 0.000 0.00 83 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 45.0000 430,200.00 4,749.000 213,705.00 6,359.000 286,155.00 84 PERMEABLE MATERIAL CY 40.0000 6,400.00 51.510 2,060.40 85 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 98,000.00 0.000 0.00 86 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 150.0000 28,500.00 0.000 0.00 (.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 0.000 0.00 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 0.000 0.00 (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 0.000 0.00 97 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 1,350.00 304.200 304.20 98 MISCELLANEOUS IRON AND STEEL LB 2.0000 136,078.00 3,311.000 6,622.00 SF) 99 DELINEATOR (CLASS 2) EA 38.0000 9,500.00 0.000 0.00 00 MILEPOST MARKER EA 40.0000 760.00 0.000 0.00 01 MARKER (CULVERT) EA 40.0000 3,400.00 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 06:15 PM ESTIMATE NO. 05 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 07/20/09 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 S) 07 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,700.0000 28,900.00 0.000 0.00 S) 08 CONCRETE BARRIER (TYPE 60) LF 45.0000 1,269,000.00 0.000 0.00 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 0.136 1,360.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 6 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 06:15 PM ESTIMATE NO. 05 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 07/20/09 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,260,116.99 6,352,032.10 ADJUSTMENT OF COMPENSATION -13,069.33 350,994.44 EXTRA WORK 77,394.59 88,644.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,324,442.25 6,791,671.13 18 MOBILIZATION LS 4000,000.0000 4,000,000.00 0.750 3,000,000.00 ORIGINAL CONTRACT AMOUNT 42,739,739.00 TOTAL WORK COMPLETED 2,324,442.25 9,791,671.13 MATERIALS ON HAND ON SITE 73,724.88 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,324,442.25 9,865,396.01 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 03/22/10 49 85 -11 0 23% 23% PROGRESS IS SATISFACTORY HARTMAN, BRUCE RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/09