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 04/27/10 EST. NO.09 TIME 02:15 PM R.E. NAME: H. J. BLOMMER 09-269014 --------------------------------------------------------------------------- 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 0014 545.08 E.W. @ F.A.(+) 101209 N TC1 0 0017 685.92 042709 N FC1 0 0018 1,633.75 050709 N FC2 0 0019 2,145.34 051109 N FC3 0 0020 4,194.61 062309 N FC4 0 0021 1,284.55 062509 N FC5 0 0023 488.31 101309 N 01R 0 003 0001 825.00 E.W. @ F.A.(+) 050609 N 3001 0 004 0001 2,250.00 E.W. @ F.A.(+) 052109 N 4001 0 006 0004 3,504.30 E.W. @ F.A.(+) 050809 N 6003R0 0006 1,591.27 071709 N 560842 008 0010 768.13 E.W. @ F.A.(+) 072309 N 807230 010 0001 940.40 E.W. @ F.A.(+) 080309 N 1001 0 0002 3,543.06 080509 N 1002 0 0003 98.29 080609 N 1003 0 0004 367.56 080409 N 1000 0 012 0001 62,141.82 A.C. @ L.S.(+) 042210 N 0001 0 013 0001 254,774.21 A.C. @ U.P.(+) 042210 N 0001 0 014 0001 14,978.65 E.W. @ L.S.(+) 042310 N 0001 0 015 0001 24,889.84 E.W. @ L.S.(+) 042310 N 0001 0 381,650.09 TOTAL THIS ESTIMATE 36,932.53 TOTAL PREVIOUS ESTIMATE 418,582.62 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 04/27/10 EST. NO.09 TIME 02:15 PM R.E. NAME: H. J. BLOMMER 09-269014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CL2 AB DEDUCTION -3,006.25 05 MISSING DOC. -10,000.00 07 REC'ED DOC 10,000.00 09 10,000.00 -3,006.25 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 07 REC'ED PAYROLLS 10,000.00 09 10,000.00 0.00 LIQUIDATED DAMAGES 7 DAYS @ $14,200 -99,400.00 07 0.00 -99,400.00 TOTAL DEDUCTIONS 20,000.00 -102,406.25 PROGRAM CAS145 PAGE 1 DATE 04/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 02:15 PM ESTIMATE NO. 09 BID OPENING 01/27/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/13/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 04/27/10 LOCATION SEMI-FINAL ESTIMATE 09-MNO-395-R0.0/R6.9 ------------------- SIERRA NEVADA CONSTRUCTION INC IN INYO AND MONO COUNTIES ABOUT 19 P.O. BOX 50760 KM NORTH OF BISHOP FROM 0.6 KM SPARKS, NV 89435-0760 NORTH OF GORGE ROAD TO 3.9 KM SOUTH OF ROCK CREEK ROAD FED. AID NO. ACHN-P395(221)E WIDEN SHOULDERS ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.250 625.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 115,000.00 115.000 115,000.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 16,050.00 1,091.060 16,365.90 04 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000.00 05 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 6.0000 118,800.00 476.000 2,856.00 1,175.000 7,050.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 225.0000 225.00 1.000 225.00 08 TEMPORARY CHECK DAM M 35.0000 15,750.00 1.000 35.00 29.000 1,015.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 90.0000 11,700.00 56.000 5,040.00 56.000 5,040.00 10 STREET SWEEPING LS 15,000.0000 15,000.00 1.000 15,000.00 11 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 1.000 8,000.00 12 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 13 TYPE III BARRICADE EA 40.0000 2,600.00 65.000 2,600.00 14 TEMPORARY PAVEMENT MARKING (PAINT) M2 23.2500 2,232.00 117.780 2,738.39 15 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.2000 8,780.00 29,402.400 5,880.48 16 CHANNELIZER (SURFACE MOUNTED) EA 25.2500 30,552.50 1,223.000 30,880.75 17 FLASHING BEACON (PORTABLE) EA 450.0000 3,600.00 8.000 3,600.00 18 TEMPORARY DELINEATOR (CLASS 2) EA 15.0000 2,100.00 140.000 2,100.00 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 1.000 12,000.00 20 REMOVE FENCE (TYPE BW) M 7.0000 5,740.00 66.500 465.50 879.500 6,156.50 21 REMOVE FLARED END SECTION EA 400.0000 800.00 2.000 800.00 22 REMOVE TRAFFIC STRIPE M 1.5500 45,725.00 29,207.540 45,271.69 PROGRAM CAS145 PAGE 2 DATE 04/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 02:15 PM ESTIMATE NO. 09 BID OPENING 01/27/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/13/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 04/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKING M2 30.0000 4,200.00 145.360 4,360.80 24 REMOVE ROADSIDE SIGN EA 100.0000 5,000.00 50.000 5,000.00 25 REMOVE ASPHALT CONCRETE DIKE M 1.0000 7,370.00 7,364.500 7,364.50 26 REMOVE HEADWALL EA 725.0000 3,625.00 5.000 3,625.00 27 REMOVE DOWNDRAIN M 100.0000 8,500.00 84.800 8,480.00 28 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 450.0000 21,150.00 2.000 900.00 49.000 22,050.00 29 REMOVE BASE AND SURFACING M3 5.0000 14,200.00 203.000 1,015.00 2,835.000 14,175.00 30 REMOVE MARKERS AND DELINEATORS EA 10.0000 3,600.00 360.000 3,600.00 31 SALVAGE METAL BEAM GUARD RAILING M 17.5000 1,050.00 225.000 3,937.50 32 RESET ROADSIDE SIGN EA 200.0000 1,000.00 2.000 400.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 104,400.00 8,067.720 12,101.58 84,791.970 127,187.96 34 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 35 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 36 ROADWAY EXCAVATION M3 15.0000 1,000,500.00 66,660.000 999,900.00 37 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 38 BLADED DIRT ROAD M 20.0000 5,000.00 250.000 5,000.00 39 DITCH EXCAVATION M3 100.0000 18,000.00 180.000 18,000.00 40 IMPORTED MATERIAL (SHOULDER BACKING) TONN 175.0000 12,250.00 0.000 0.00 41 DUFF HA 500.0000 6,000.00 2.744 1,372.00 14.721 7,360.50 42 EROSION CONTROL (BLANKET) M2 2.0000 87,000.00 58,235.320 116,470.64 43 EROSION CONTROL (TYPE C) HA 3,700.0000 29,600.00 8.897 32,918.90 44 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 2.000 1,500.00 45 FINISHING ROADWAY LS 10,000.0000 10,000.00 1.000 10,000.00 46 CLASS 2 AGGREGATE BASE M3 75.0000 69,750.00 925.000 69,375.00 47 CLASS 3 AGGREGATE BASE M3 70.0000 363,300.00 5,180.900 362,663.00 48 SEAL RANDOM CRACKS LNKM 1,600.0000 41,600.00 25.490 40,784.00 49 HOT MIX ASPHALT TONN 95.0000 1,187,500.00 770.670 73,213.65 13,681.090 1,299,703.55 PROGRAM CAS145 PAGE 3 DATE 04/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 02:15 PM ESTIMATE NO. 09 BID OPENING 01/27/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/13/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 04/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 100.0000 2,300,000.00 22,543.770 2,254,377.00 51 SHOULDER RUMBLE STRIP STA 145.0000 34,800.00 235.563 34,156.64 (HMA,GROUND-IN INDENTATIONS) 52 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 4.0000 1,440.00 355.000 1,420.00 53 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 1,320.00 499.300 1,497.90 54 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.5000 27,020.00 95.600 334.60 7,947.000 27,814.50 55 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.2500 16,022.50 4,768.000 15,496.00 56 PLACE HOT MIX ASPHALT M2 100.0000 51,000.00 510.020 51,002.00 (MISCELLANEOUS AREA) 57 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 2,000.0000 26,000.00 0.160 320.00 13.000 26,000.00 F) 58 ROCK STAINING M2 2.7000 115,290.00 37,047.000 100,026.90 59 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 4,510.00 40.460 4,450.60 (1.6 MM-UNFRAMED) 60 FURNISH SINGLE SHEET ALUMINUM SIGN M2 118.0000 6,490.00 54.570 6,439.26 (2.0 MM-UNFRAMED) 61 FURNISH SINGLE SHEET ALUMINUM SIGN M2 138.0000 1,242.00 8.840 1,219.92 (1.6 MM-FRAMED) 62 ROADSIDE SIGN (TURNABLE METAL POST) EA 2,200.0000 19,800.00 9.000 19,800.00 63 ROADSIDE SIGN - ONE POST EA 250.0000 14,250.00 57.000 14,250.00 64 ROADSIDE SIGN - TWO POST EA 400.0000 800.00 2.000 800.00 65 450 MM CORRUGATED STEEL PIPE M 440.0000 25,960.00 66.830 29,405.20 (2.77 MM THICK) 66 600 MM CORRUGATED STEEL PIPE M 400.0000 23,600.00 58.200 23,280.00 (2.77 MM THICK) 67 900 MM CORRUGATED STEEL PIPE M 440.0000 1,848.00 4.200 1,848.00 (2.77 MM THICK) 68 1200 MM CORRUGATED STEEL PIPE M 540.0000 3,240.00 6.000 3,240.00 (2.77 MM THICK) 69 1500 MM CORRUGATED STEEL PIPE M 700.0000 4,900.00 6.500 4,550.00 (2.77 MM THICK) 70 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 225.0000 11,475.00 49.400 11,115.00 (2.01 MM THICK) 71 300 MM ENTRANCE TAPER EA 600.0000 1,800.00 3.000 1,800.00 72 300 MM DOWNDRAIN SLIP JOINT EA 950.0000 2,850.00 3.000 2,850.00 73 300 MM ANCHOR ASSEMBLY EA 900.0000 2,700.00 6.000 5,400.00 74 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 1,690.00 1.300 1,690.00 (3.51 MM THICK) 75 450 MM STEEL FLARED END SECTION EA 700.0000 14,700.00 24.000 16,800.00 76 600 MM STEEL FLARED END SECTION EA 900.0000 7,200.00 8.000 7,200.00 PROGRAM CAS145 PAGE 4 DATE 04/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 02:15 PM ESTIMATE NO. 09 BID OPENING 01/27/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/13/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 04/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 900 MM STEEL FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 78 1200 MM STEEL FLARED END SECTION EA 1,900.0000 1,900.00 1.000 1,900.00 79 ROCK SLOPE PROTECTION M3 300.0000 54,000.00 180.000 54,000.00 (FACING, METHOD B) 80 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,260.00 624.000 1,248.00 81 MISCELLANEOUS IRON AND STEEL KG 11.0000 1,177.00 107.000 1,177.00 F) 82 FENCE (TYPE BW, 5 STRAND, METAL POST) M 13.2500 10,467.50 50.200 665.15 837.200 11,092.90 83 DELINEATOR (CLASS 2) EA 30.0000 9,600.00 320.000 9,600.00 84 MILEPOST MARKER EA 30.0000 480.00 16.000 480.00 85 MARKER (CULVERT) EA 30.0000 1,740.00 58.000 1,740.00 86 OBJECT MARKER EA 30.0000 2,250.00 82.000 2,460.00 87 METAL BEAM GUARD RAILING M 66.0000 171,600.00 2,577.020 170,083.32 (1.8 M STEEL POST) 88 METAL BEAM GUARD RAILING M 70.0000 199,500.00 2,974.790 208,235.30 (2.1 M STEEL POST) 89 CABLE RAILING M 200.0000 1,600.00 7.620 1,524.00 90 END ANCHOR ASSEMBLY (TYPE SFT) EA 575.0000 13,225.00 23.000 13,225.00 91 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 40,800.00 17.000 40,800.00 92 PAINT TRAFFIC STRIPE (2-COAT) M 0.3500 24,115.00 52,197.000 18,268.95 93 PAINT PAVEMENT MARKING (2-COAT) M2 18.7000 5,610.00 315.450 5,898.92 PROGRAM CAS145 PAGE 5 DATE 04/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 02:15 PM ESTIMATE NO. 09 BID OPENING 01/27/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/13/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 04/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 98,318.48 6,752,867.37 ADJUSTMENT OF COMPENSATION 316,916.03 316,916.03 EXTRA WORK 64,734.06 101,666.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 479,968.57 7,171,449.99 94 MOBILIZATION LS 704,485.5000 704,485.50 1.000 704,485.50 ORIGINAL CONTRACT AMOUNT 7,488,007.00 TOTAL WORK COMPLETED 479,968.57 7,875,935.49 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -102,406.25 TOTAL 499,968.57 7,773,529.24 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 03/25/09 115 04/13/09 04/24/09 10/13/09 115 0 0 0 100% 100% H. J. BLOMMER RESIDENT ENGINEER PROGRAM CAS145 DATE 04/27/10