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.24 TIME 02:57 PM R.E. NAME: CHRIS TALBOT 09-214614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 022 0003 -2,301.45 A.C. @ L.S.(-) 021610 N 22-003 032 0001 30,607.32 A.C. @ L.S.(+) 021610 N 32-001 033 0001 3,672.74 A.C. @ L.S.(+) 021610 N 33-001 31,978.61 TOTAL THIS ESTIMATE 1,260,828.79 TOTAL PREVIOUS ESTIMATE 1,292,807.40 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.24 TIME 02:57 PM R.E. NAME: CHRIS TALBOT 09-214614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ESTIMATED ITEM14 ADJ -8,000.00 23 UNPAID DAMAGE CLAIM -450.60 23 ITEM 14 ADJ COMPLETE 8,000.00 24 8,000.00 -450.60 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 15 REC'D PAYROLLS 10,000.00 16 MISSING PAYROLLS -10,000.00 22 REC'ED PAYROLLS 10,000.00 24 10,000.00 0.00 TOTAL DEDUCTIONS 18,000.00 -450.60 PROGRAM CAS145 PAGE 1 DATE 02/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-214614 TIME 02:57 PM ESTIMATE NO. 24 BID OPENING 08/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/06/09 R.E. NAME: CHRIS TALBOT DATE OF THIS ESTIMATE 02/22/10 LOCATION SEMI-FINAL ESTIMATE 09-INY-395-77.3/91.6 ------------------- SKANSKA USA CIVIL WEST CALIFOR IN INYO COUNTY NEAR INDEPENDENCE NIA DISTRICT INC FROM 0.1 KM NORTH OF NORTH FORT 1995 AGUA MANSA ROAD INDEPENDENCE ROAD TO 0.4 KM SOUTH RIVERSIDE CA 92509 OF ELNA ROAD FED. AID NO. N O N E WIDEN TO 4 LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500.00 1.000 10,000.00 02 TIME-RELATED OVERHEAD WDAY 2,250.0000 720,000.00 320.000 720,000.00 03 TEMPORARY FENCE (TYPE ESA) M 11.0000 188,100.00 409.400 4,503.40 15,340.000 168,740.00 04 900 MM TEMPORARY CULVERT M 385.0000 78,540.00 26.800 10,318.00 192.900 74,266.50 05 900 MM TEMPORARY FLARED END SECTION EA 1,000.0000 8,000.00 15.000 15,000.00 06 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 285,000.0000 285,000.00 1.000 285,000.00 08 TEMPORARY SILT FENCE M 24.0000 18,960.00 855.840 20,540.16 09 MOVE-IN/MOVE-OUT EA 3,000.0000 18,000.00 3.000 9,000.00 6.000 18,000.00 (TEMPORARY EROSION CONTROL) 10 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000.00 S) 11 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 1.000 90,000.00 S) 12 TYPE III BARRICADE EA 100.0000 12,000.00 117.000 11,700.00 S) 13 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.5000 39,105.00 7,576.000 34,092.00 S) 14 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 8,250.00 274.900 20,617.50 S) 15 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4500 31,095.00 69,823.000 31,420.35 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 21,600.00 710.000 21,300.00 S) 17 PORTABLE DELINEATOR EA 35.0000 8,400.00 124.000 4,340.00 S) 18 FLASHING BEACON (PORTABLE) EA 8,000.0000 72,000.00 6.000 48,000.00 S) 19 FLASHING ARROW SIGN EA 18,000.0000 36,000.00 2.000 36,000.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 1.000 50,000.00 S) 21 ABANDON CULVERT EA 2,000.0000 36,000.00 20.000 40,000.00 22 OBLITERATE SURFACING M2 3.0000 4,950.00 1,641.000 4,923.00 PROGRAM CAS145 PAGE 2 DATE 02/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-214614 TIME 02:57 PM ESTIMATE NO. 24 BID OPENING 08/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/06/09 R.E. NAME: CHRIS TALBOT 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 REMOVE FENCE (TYPE BW) M 11.0000 45,540.00 3,556.000 39,116.00 24 REMOVE METAL CATTLE GUARD EA 4,000.0000 24,000.00 6.000 24,000.00 25 REMOVE TRAFFIC STRIPE M 1.7000 8,534.00 5,081.000 8,637.70 26 REMOVE PAVEMENT MARKING M2 17.0000 5,610.00 309.000 5,253.00 27 REMOVE ROADSIDE SIGN EA 85.0000 13,600.00 147.000 12,495.00 28 REMOVE CURB M 20.0000 2,600.00 303.900 6,078.00 29 REMOVE HEADWALL EA 1,650.0000 11,550.00 5.000 8,250.00 30 REMOVE CONCRETE PAVEMENT M2 20.0000 13,400.00 667.000 13,340.00 31 REMOVE BASE AND SURFACING M3 11.0000 27,940.00 2,512.955 27,642.51 32 REMOVE MARKERS AND DELINEATORS EA 12.0000 5,760.00 480.000 5,760.00 33 RELOCATE ROADSIDE SIGN EA 325.0000 8,775.00 46.000 14,950.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.7500 267,750.00 141,854.460 248,245.31 S) 35 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,000.00 36 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 37 BINDER (DUST PALLIATIVE) TONN 790.0000 300,200.00 606.170 478,874.30 38 ROADWAY EXCAVATION M3 15.0000 4,395,000.00 50,000.000 750,000.00 359,917.000 5,398,755.00 39 BLADED DIRT ROAD M 18.0000 5,400.00 256.000 4,608.00 40 SAND BACKFILL M3 150.0000 31,500.00 214.940 32,241.00 41 DITCH EXCAVATION M3 14.0000 29,120.00 2,075.200 29,052.80 42 IMPORTED BORROW M3 11.0000 247,500.00 19,188.000 211,068.00 43 IMPORTED MATERIAL (SHOULDER BACKING) TONN 20.0000 8,200.00 410.000 8,200.00 410.000 8,200.00 44 DUFF HA 9,000.0000 387,000.00 3.050 27,450.00 55.076 495,684.00 S) 45 EROSION CONTROL (BLANKET) M2 4.0000 26,800.00 7,359.000 29,436.00 S) 46 EROSION CONTROL (TYPE C) HA 9,750.0000 409,500.00 1.700 16,575.00 64.159 625,550.25 S) 47 FINISHING ROADWAY LS 20,000.0000 20,000.00 1.000 20,000.00 48 CLASS 2 AGGREGATE BASE M3 39.0000 1,322,100.00 34,228.600 1,334,915.40 49 SEAL RANDOM CRACKS LNKM 1,300.0000 55,900.00 38.706 50,317.80 PROGRAM CAS145 PAGE 3 DATE 02/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-214614 TIME 02:57 PM ESTIMATE NO. 24 BID OPENING 08/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/06/09 R.E. NAME: CHRIS TALBOT 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 ASPHALT CONCRETE (TYPE A) TONN 90.0000 12,060,000.00 135,574.980 12,201,748.20 51 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 116.0000 2,215,600.00 18,753.440 2,175,399.04 52 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 900.00 141.340 2,826.80 AREA) 53 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 910.00 159.000 1,113.00 54 SHOULDER RUMBLE STRIP STA 60.0000 52,200.00 857.000 51,420.00 (AC, GROUND-IN INDENTATIONS) 55 CLASS 2 CONCRETE (BOX CULVERT) M3 1,160.0000 356,120.00 307.000 356,120.00 F) 56 CLASS 2 CONCRETE (WINGWALLS) M3 1,250.0000 148,750.00 121.000 151,250.00 F) 57 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 34,500.00 23.000 34,500.00 F) 58 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 39,388.00 39,388.000 39,388.00 SF) 59 BAR REINFORCING STEEL (WING WALLS) KG 3.4000 15,963.00 4,695.000 15,963.00 SF) 60 METAL CATTLE GUARD EA 13,000.0000 221,000.00 17.000 221,000.00 S) 61 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 11,850.00 81.430 12,214.50 (1.6 MM-UNFRAMED) 62 FURNISH SINGLE SHEET ALUMINUM SIGN M2 152.0000 16,720.00 112.880 17,157.76 (2.0 MM-UNFRAMED) 63 FURNISH SINGLE SHEET ALUMINUM SIGN M2 220.0000 990.00 4.450 979.00 (1.6 MM-FRAMED) 64 FURNISH SINGLE SHEET ALUMINUM SIGN M2 225.0000 5,850.00 25.660 5,773.50 (2.0 MM-FRAMED) 65 ROADSIDE SIGN - ONE POST EA 325.0000 39,000.00 2.000 650.00 120.000 39,000.00 66 ROADSIDE SIGN - TWO POST EA 750.0000 12,750.00 1.000 750.00 17.000 12,750.00 67 300 MM REINFORCED CONCRETE PIPE M 215.0000 27,950.00 122.400 26,316.00 68 525 MM REINFORCED CONCRETE PIPE M 270.0000 29,700.00 113.640 30,682.80 69 450 MM CORRUGATED STEEL PIPE M 255.0000 21,930.00 86.000 21,930.00 (2.77 MM THICK) 70 600 MM CORRUGATED STEEL PIPE M 315.0000 352,800.00 1,158.490 364,924.35 (2.77 MM THICK) 71 900 MM CORRUGATED STEEL PIPE M 425.0000 35,700.00 83.500 35,487.50 (2.77 MM THICK) 72 1500 MM CORRUGATED STEEL PIPE M 875.0000 65,625.00 1.000 875.00 76.000 66,500.00 (2.77 MM THICK) 73 700 MM X 500 MM CORRUGATED STEEL PIPE M 500.0000 55,000.00 130.550 65,275.00 ARCH (2.77 MM THICK) 74 1775 MM X 1175 MM CORRUGATED STEEL PIPE M 1,000.0000 56,000.00 55.500 55,500.00 ARCH (2.77 MM THICK) 75 2075 MM X 1425 MM CORRUGATED STEEL PIPE M 1,200.0000 66,000.00 54.550 65,460.00 ARCH (2.77 MM THICK) 76 900 MM CORRUGATED STEEL PIPE INLET M 2,000.0000 7,000.00 3.530 7,060.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 4 DATE 02/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-214614 TIME 02:57 PM ESTIMATE NO. 24 BID OPENING 08/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/06/09 R.E. NAME: CHRIS TALBOT 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 ------------------------------------------------------------------------------------------------------------------------------------ 77 600 MM STEEL FLARED END SECTION M 500.0000 47,500.00 98.000 49,000.00 78 900 MM STEEL FLARED END SECTION EA 800.0000 3,200.00 4.000 3,200.00 79 1500 MM STEEL FLARED END SECTION EA 2,600.0000 5,200.00 2.000 5,200.00 80 700 MM X 500 MM STEEL FLARED END EA 750.0000 7,500.00 10.000 7,500.00 PIPE ARCH SECTION 81 2075 MM X 1425 MM STEEL FLARED END PIPE EA 2,650.0000 10,600.00 4.000 10,600.00 ARCH SECTION 82 MINOR CONCRETE (BACKFILL) M3 350.0000 32,550.00 127.300 44,555.00 F) 83 ROCK SLOPE PROTECTION M3 40.0000 140,400.00 3,543.550 141,742.00 (FACING, METHOD B) 84 ROCK SLOPE PROTECTION FABRIC M2 3.2500 22,945.00 8,381.130 27,238.67 85 MISCELLANEOUS IRON AND STEEL KG 11.0000 4,862.00 442.000 4,862.00 F) 86 FENCE (TYPE BW, 5 STRAND, METAL POST) M 22.0000 92,400.00 4,203.600 92,479.20 S) 87 4.3 M WIRE MESH GATE EA 2,000.0000 32,000.00 19.000 38,000.00 S) 88 METAL GATE EA 2,200.0000 33,000.00 13.000 28,600.00 S) 89 DELINEATOR (CLASS 2) EA 35.0000 26,600.00 761.000 26,635.00 90 MILEPOST MARKER EA 45.0000 2,880.00 64.000 2,880.00 91 MARKER (CULVERT) EA 95.0000 28,500.00 149.000 14,155.00 92 CABLE RAILING M 235.0000 32,900.00 130.600 30,691.00 S) 93 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 18,880.00 655.200 20,966.40 S) 94 PAINT TRAFFIC STRIPE (2-COAT) M 0.3200 45,440.00 142,927.000 45,736.64 S) 95 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 7,500.00 1.500 7,500.00 S) PILE (SIGNAL FOUNDATION) 96 MODIFY LIGHTING LS 33,000.0000 33,000.00 1.000 33,000.00 S) PROGRAM CAS145 PAGE 5 DATE 02/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-214614 TIME 02:57 PM ESTIMATE NO. 24 BID OPENING 08/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/06/09 R.E. NAME: CHRIS TALBOT 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 830,821.40 27,658,688.94 ADJUSTMENT OF COMPENSATION 31,978.61 897,160.16 EXTRA WORK 0.00 395,647.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 862,800.01 28,951,496.34 97 MOBILIZATION LS 2100,000.0000 2,100,000.00 1.000 2,100,000.00 ORIGINAL CONTRACT AMOUNT 28,197,332.00 TOTAL WORK COMPLETED 862,800.01 31,051,496.34 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 18,000.00 -450.60 TOTAL 880,800.01 31,051,045.74 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 09/18/07 320 10/09/07 11/27/07 08/06/09 316 105 0 2 100% 100% CHRIS TALBOT RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/10