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 10/23/13 EST. NO.11 TIME 08:53 AM 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 --------------------------------------------------------------------------- 016 0001 95,765.21 A.C. @ L.S.(+) 101513 N 0001 0 95,765.21 TOTAL THIS ESTIMATE 418,582.62 TOTAL PREVIOUS ESTIMATE 514,347.83 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 10/23/13 EST. NO.11 TIME 08:53 AM 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 0.00 -3,006.25 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 07 REC'ED PAYROLLS 10,000.00 09 0.00 0.00 LIQUIDATED DAMAGES 7 DAYS @ $14,200 -99,400.00 07 0.00 -99,400.00 TOTAL DEDUCTIONS 0.00 -102,406.25 PROGRAM CAS145 PAGE 1 DATE 10/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 08:53 AM ESTIMATE NO. 11 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 10/23/13 LOCATION 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.250 625 002 TIME-RELATED OVERHEAD WDAY 1,000.0000 115,000.00 115.000 115,000 003 TEMPORARY FENCE (TYPE ESA) M 15.0000 16,050.00 1,091.060 16,365 004 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 005 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500 PREVENTION PLAN 006 TEMPORARY FIBER ROLL M 6.0000 118,800.00 1,175.000 7,050 007 TEMPORARY CONCRETE WASHOUT FACILITY EA 225.0000 225.00 1.000 225 008 TEMPORARY CHECK DAM M 35.0000 15,750.00 29.000 1,015 009 TEMPORARY DRAINAGE INLET PROTECTION EA 90.0000 11,700.00 56.000 5,040 010 STREET SWEEPING LS 15,000.0000 15,000.00 1.000 15,000 011 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 1.000 8,000 012 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 013 TYPE III BARRICADE EA 40.0000 2,600.00 65.000 2,600 014 TEMPORARY PAVEMENT MARKING (PAINT) M2 23.2500 2,232.00 117.780 2,738 015 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.2000 8,780.00 29,402.400 5,880 016 CHANNELIZER (SURFACE MOUNTED) EA 25.2500 30,552.50 1,223.000 30,880 017 FLASHING BEACON (PORTABLE) EA 450.0000 3,600.00 8.000 3,600 018 TEMPORARY DELINEATOR (CLASS 2) EA 15.0000 2,100.00 140.000 2,100 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 1.000 12,000 020 REMOVE FENCE (TYPE BW) M 7.0000 5,740.00 879.500 6,156 021 REMOVE FLARED END SECTION EA 400.0000 800.00 2.000 800 022 REMOVE TRAFFIC STRIPE M 1.5500 45,725.00 29,207.540 45,271 PROGRAM CAS145 PAGE 2 DATE 10/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 08:53 AM ESTIMATE NO. 11 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 10/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAVEMENT MARKING M2 30.0000 4,200.00 145.360 4,360 024 REMOVE ROADSIDE SIGN EA 100.0000 5,000.00 50.000 5,000 025 REMOVE ASPHALT CONCRETE DIKE M 1.0000 7,370.00 7,364.500 7,364 026 REMOVE HEADWALL EA 725.0000 3,625.00 5.000 3,625 027 REMOVE DOWNDRAIN M 100.0000 8,500.00 84.800 8,480 028 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 450.0000 21,150.00 49.000 22,050 029 REMOVE BASE AND SURFACING M3 5.0000 14,200.00 2,835.000 14,175 030 REMOVE MARKERS AND DELINEATORS EA 10.0000 3,600.00 360.000 3,600 031 SALVAGE METAL BEAM GUARD RAILING M 17.5000 1,050.00 225.000 3,937 032 RESET ROADSIDE SIGN EA 200.0000 1,000.00 2.000 400 033 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 104,400.00 84,791.970 127,187 034 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000 035 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 036 ROADWAY EXCAVATION M3 15.0000 1,000,500.00 66,660.000 999,900 037 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 038 BLADED DIRT ROAD M 20.0000 5,000.00 250.000 5,000 039 DITCH EXCAVATION M3 100.0000 18,000.00 180.000 18,000 040 IMPORTED MATERIAL (SHOULDER BACKING) TONN 175.0000 12,250.00 0.000 0 041 DUFF HA 500.0000 6,000.00 14.721 7,360 042 EROSION CONTROL (BLANKET) M2 2.0000 87,000.00 58,235.320 116,470 043 EROSION CONTROL (TYPE C) HA 3,700.0000 29,600.00 8.897 32,918 044 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 2.000 1,500 045 FINISHING ROADWAY LS 10,000.0000 10,000.00 1.000 10,000 046 CLASS 2 AGGREGATE BASE M3 75.0000 69,750.00 925.000 69,375 047 CLASS 3 AGGREGATE BASE M3 70.0000 363,300.00 5,180.900 362,663 048 SEAL RANDOM CRACKS LNKM 1,600.0000 41,600.00 25.490 40,784 049 HOT MIX ASPHALT TONN 95.0000 1,187,500.00 13,681.090 1,299,703 PROGRAM CAS145 PAGE 3 DATE 10/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 08:53 AM ESTIMATE NO. 11 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 10/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 100.0000 2,300,000.00 22,543.770 2,254,377 051 SHOULDER RUMBLE STRIP STA 145.0000 34,800.00 235.563 34,156 (HMA,GROUND-IN INDENTATIONS) 052 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 4.0000 1,440.00 355.000 1,420 053 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 1,320.00 499.300 1,497 054 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.5000 27,020.00 7,947.000 27,814 055 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.2500 16,022.50 4,768.000 15,496 056 PLACE HOT MIX ASPHALT M2 100.0000 51,000.00 510.020 51,002 (MISCELLANEOUS AREA) 057 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 2,000.0000 26,000.00 13.000 26,000 (F) 058 ROCK STAINING M2 2.7000 115,290.00 37,047.000 100,026 059 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 4,510.00 40.460 4,450 (1.6 MM-UNFRAMED) 060 FURNISH SINGLE SHEET ALUMINUM SIGN M2 118.0000 6,490.00 54.570 6,439 (2.0 MM-UNFRAMED) 061 FURNISH SINGLE SHEET ALUMINUM SIGN M2 138.0000 1,242.00 8.840 1,219 (1.6 MM-FRAMED) 062 ROADSIDE SIGN (TURNABLE METAL POST) EA 2,200.0000 19,800.00 9.000 19,800 063 ROADSIDE SIGN - ONE POST EA 250.0000 14,250.00 57.000 14,250 064 ROADSIDE SIGN - TWO POST EA 400.0000 800.00 2.000 800 065 450 MM CORRUGATED STEEL PIPE M 440.0000 25,960.00 66.830 29,405 (2.77 MM THICK) 066 600 MM CORRUGATED STEEL PIPE M 400.0000 23,600.00 58.200 23,280 (2.77 MM THICK) 067 900 MM CORRUGATED STEEL PIPE M 440.0000 1,848.00 4.200 1,848 (2.77 MM THICK) 068 1200 MM CORRUGATED STEEL PIPE M 540.0000 3,240.00 6.000 3,240 (2.77 MM THICK) 069 1500 MM CORRUGATED STEEL PIPE M 700.0000 4,900.00 6.500 4,550 (2.77 MM THICK) 070 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 225.0000 11,475.00 49.400 11,115 (2.01 MM THICK) 071 300 MM ENTRANCE TAPER EA 600.0000 1,800.00 3.000 1,800 072 300 MM DOWNDRAIN SLIP JOINT EA 950.0000 2,850.00 3.000 2,850 073 300 MM ANCHOR ASSEMBLY EA 900.0000 2,700.00 6.000 5,400 074 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 1,690.00 1.300 1,690 (3.51 MM THICK) 075 450 MM STEEL FLARED END SECTION EA 700.0000 14,700.00 24.000 16,800 076 600 MM STEEL FLARED END SECTION EA 900.0000 7,200.00 8.000 7,200 PROGRAM CAS145 PAGE 4 DATE 10/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 08:53 AM ESTIMATE NO. 11 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 10/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 900 MM STEEL FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000 078 1200 MM STEEL FLARED END SECTION EA 1,900.0000 1,900.00 1.000 1,900 079 ROCK SLOPE PROTECTION M3 300.0000 54,000.00 180.000 54,000 (FACING, METHOD B) 080 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,260.00 624.000 1,248 081 MISCELLANEOUS IRON AND STEEL KG 11.0000 1,177.00 107.000 1,177 (F) 082 FENCE (TYPE BW, 5 STRAND, METAL POST) M 13.2500 10,467.50 837.200 11,092 083 DELINEATOR (CLASS 2) EA 30.0000 9,600.00 320.000 9,600 084 MILEPOST MARKER EA 30.0000 480.00 16.000 480 085 MARKER (CULVERT) EA 30.0000 1,740.00 58.000 1,740 086 OBJECT MARKER EA 30.0000 2,250.00 82.000 2,460 087 METAL BEAM GUARD RAILING M 66.0000 171,600.00 2,577.020 170,083 (1.8 M STEEL POST) 088 METAL BEAM GUARD RAILING M 70.0000 199,500.00 2,974.790 208,235 (2.1 M STEEL POST) 089 CABLE RAILING M 200.0000 1,600.00 7.620 1,524 090 END ANCHOR ASSEMBLY (TYPE SFT) EA 575.0000 13,225.00 23.000 13,225 091 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 40,800.00 17.000 40,800 092 PAINT TRAFFIC STRIPE (2-COAT) M 0.3500 24,115.00 52,197.000 18,268 093 PAINT PAVEMENT MARKING (2-COAT) M2 18.7000 5,610.00 315.450 5,898 PROGRAM CAS145 PAGE 5 DATE 10/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-269014 TIME 08:53 AM ESTIMATE NO. 11 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 10/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 6,752,867.37 ADJUSTMENT OF COMPENSATION 95,765.21 412,681.24 EXTRA WORK 0.00 101,666.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 95,765.21 7,267,215.20 094 MOBILIZATION LS 704,485.5000 704,485.50 1.000 704,485 ORIGINAL CONTRACT AMOUNT 7,488,007.00 TOTAL WORK COMPLETED 95,765.21 7,971,700.70 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -102,406.25 TOTAL 95,765.21 7,869,294.45 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 10/13/09 119 0 0 0 100% 100% H. J. BLOMMER RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/13