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 02/22/10 EST. NO.12 TIME 10:58 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 0028 15,526.17 E.W. @ F.A.(+) 011510 N 27 0 0029 26,924.84 011610 N 28 0 0030 12,798.31 011410 N 26 0 0031 1,876.57 011810 N 29 0 0032 1,489.93 011510 N 30 0 58,615.82 TOTAL THIS ESTIMATE 521,685.94 TOTAL PREVIOUS ESTIMATE 580,301.76 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 02/22/10 EST. NO.12 TIME 10:58 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 02/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 10:58 AM ESTIMATE NO. 12 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 02/22/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 02/22/10 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 0.437 245,812.50 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 0.508 76,200.00 05 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.725 3,625.00 S) PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 5.0000 182,000.00 19,693.000 98,465.00 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 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 33.000 3,300.00 548.000 54,800.00 12 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 1.000 500.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 42,000.00 34.000 10,200.00 14 TEMPORARY HYDRAULIC MULCH SQYD 1.3000 11,336.00 3,907.000 5,079.10 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 100,000.0000 100,000.00 0.508 50,800.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 0.500 10,000.00 17 TEMPORARY CREEK DIVERSION SYSTEM LS 25,000.0000 25,000.00 0.750 18,750.00 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 0.725 8,700.00 S) 20 TRAFFIC CONTROL SYSTEM LS 1041,282.0000 1,041,282.00 0.508 528,971.26 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 216,000.00 141,704.000 141,704.00 S) PROGRAM CAS145 PAGE 2 DATE 02/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 10:58 AM ESTIMATE NO. 12 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 02/22/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 02/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.617 1,542,500.00 S) 25 TEMPORARY LIGHTING SYSTEM LS 225,000.0000 225,000.00 0.500 112,500.00 S) 26 PORTABLE CHANGEABLE MESSAGE SIGN LS 100,000.0000 100,000.00 0.508 50,800.00 S) 27 END OF QUEUE WARNING/SERVICE PATROL LS 800,000.0000 800,000.00 0.508 406,400.00 S) 28 TEMPORARY RAILING (TYPE K) LF 12.0000 1,488,000.00 52,157.000 625,884.00 29 TEMPORARY CRASH CUSHION MODULE EA 300.0000 45,000.00 114.000 34,200.00 S) 30 ABANDON CULVERT EA 1,500.0000 1,500.00 2.000 3,000.00 31 REMOVE METAL BEAM GUARD RAILING LF 0.1000 1,940.00 9,050.000 905.00 S) 32 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 76,300.00 113,968.800 113,968.80 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 9,461.740 9,461.74 35 REMOVE OVERSIDE DRAIN EA 1,000.0000 14,000.00 7.000 7,000.00 36 REMOVE CULVERT LF 150.0000 37,500.00 185.700 27,855.00 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 6.000 12,000.00 39 REMOVE HEADWALL EA 900.0000 1,800.00 1.000 900.00 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 52,113.390 2,345,102.55 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 9.000 5,400.00 44 ADJUST INLET EA 2,300.0000 29,900.00 4.000 9,200.00 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 02/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 10:58 AM ESTIMATE NO. 12 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 02/22/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 02/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 19,667.720 98,338.60 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 0.508 25,400.00 56 ROADWAY EXCAVATION CY 40.0000 420,000.00 5,614.330 224,573.20 57 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.725 2,175.00 58 IMPORTED BORROW CY 30.0000 160,500.00 2,408.150 72,244.50 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 0.000 0.00 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 14,362.610 517,053.96 63 REPLACE ASPHALT CONCRETE SURFACING CY 350.0000 49,000.00 39.800 13,930.00 64 HOT MIX ASPHALT (TYPE A) TON 135.0000 2,389,500.00 11,377.880 1,536,013.80 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 3,390.00 165.000 495.00 67 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 53,400.00 8,756.000 26,268.00 68 PLACE HOT MIX ASPHALT SQYD 50.0000 4,750.00 72.140 3,607.00 (MISCELLANEOUS AREA) 69 TACK COAT TON 100.0000 51,000.00 3.250 325.00 70 CONCRETE PAVEMENT CY 200.0000 14,840,000.00 36,725.610 7,345,122.00 71 SEAL PAVEMENT JOINT LF 1.0000 272,000.00 90,884.630 90,884.63 72 SEAL LONGITUDINAL ISOLATION JOINT LF 5.1500 9,115.50 600.000 3,090.00 73 CLASS 4 CONCRETE (BACKFILL) CY 230.0000 7,705.00 53.700 12,351.00 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 84.150 176,715.00 F) 76 MINOR CONCRETE (INVERT PAVING) CY 2,500.0000 17,500.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 02/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 10:58 AM ESTIMATE NO. 12 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 02/22/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 02/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 78 24" REINFORCED CONCRETE PIPE LF 110.0000 108,900.00 323.000 35,530.00 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 159,000.00 189.000 56,700.00 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 187,000.00 100.000 11,000.00 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 54.390 2,175.60 85 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 98,000.00 33.000 2,310.00 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 1.000 7,000.00 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 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 1,350.00 321.300 321.30 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 9,500.00 123.000 4,674.00 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 6.000 240.00 PROGRAM CAS145 PAGE 5 DATE 02/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 10:58 AM ESTIMATE NO. 12 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 02/22/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 02/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,778.000 395,010.00 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 6.000 2,490.00 S) 07 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,700.0000 28,900.00 5.000 8,500.00 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 02/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 10:58 AM ESTIMATE NO. 12 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 02/22/10 R.E. NAME: HARTMAN, BRUCE DATE OF THIS ESTIMATE 02/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,300.00 18,446,166.70 ADJUSTMENT OF COMPENSATION 0.00 299,526.06 EXTRA WORK 58,615.82 280,775.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 61,915.82 19,026,468.46 18 MOBILIZATION LS 4000,000.0000 4,000,000.00 0.950 3,800,000.00 ORIGINAL CONTRACT AMOUNT 42,739,739.00 TOTAL WORK COMPLETED 61,915.82 22,826,468.46 MATERIALS ON HAND ON SITE 926,528.51 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -34,287.00 TOTAL 61,915.82 23,718,709.97 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 07/12/10 117 162 11 0 54% 50% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/04/09. HARTMAN, BRUCE RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/10