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 06/08/10 EST. NO.09 TIME 01:26 PM R.E. NAME: H. J. BLOMMER 09-258014 --------------------------------------------------------------------------- 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 0044 67.61 E.W. @ F.A.(+) 052109 N 521-Q0 0045 170.29 062509 N 625-V0 004 0013 929.47 E.W. @ F.A.(+) 062309 N 530143 0014 213.18 070109 N 701-V0 0015 324.23 072209 N 072209 007 0023 3,892.67 E.W. @ F.A.(+) 021309 N 213010 0024 3,073.42 022709 N 227010 0025 3,191.50 030609 N 306010 016 0018 206.36 E.W. @ F.A.(+) 061209 N 612Q-9 0019 85.13 061709 N 617Q-9 0020 464.33 032409 N 324-E0 0021 215.21 050609 N 506V-9 0022 3,625.14 042409 N 423245 017 0012 8,473.30 E.W. @ F.A.(+) 033109 N 331-V0 0014 427.34 061609 N 616-V3 0015 1,818.78 032609 N 173260 0016 444.90 032709 N 173270 0017 4,663.71 033009 N 173300 0018 1,688.98 033109 N 173310 0019 183.03 042409 N 174240 0020 837.13 052709 N 175270 0021 415.44 060409 N 176040 0022 1,467.95 060509 N 176050 0023 2,292.79 061609 N 176160 0024 2,658.43 061609 N 401100 020 0001 -253,345.68 A.C. @ U.P.(-) 103009 N 0001 0 021 0001 160,865.82 A.C. @ L.S.(+) 103009 N 0001 0 -50,649.54 TOTAL THIS ESTIMATE 143,570.06 TOTAL PREVIOUS ESTIMATE 92,920.52 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 06/08/10 EST. NO.09 TIME 01:26 PM R.E. NAME: H. J. BLOMMER 09-258014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING PAYROLLS -5,000.00 09 PRECAST PCC DEDUCT. -1,136.33 09 -6,136.33 -6,136.33 TOTAL DEDUCTIONS -6,136.33 -6,136.33 PROGRAM CAS145 PAGE 1 DATE 06/08/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-258014 TIME 01:26 PM ESTIMATE NO. 09 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/03/10 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 06/08/10 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 09-INY-395-117.8/R122.4 ---------------------------------- QUALCON CONTRACTORS, INC. IN INYO COUNTY NEAR BISHOP FROM 1645 ESMERALDA AVE BARLOW LANE TO 0.1 KM EAST OF MINDEN, NV 89423-4203 PLEASANT VALLEY DAM ROAD FED. AID NO. ACNH-P395(220)E HOT MIX ASPHALT OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 1,250.00 1.000 2,500.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 160,000.00 15.000 15,000.00 160.000 160,000.00 03 TEMPORARY FENCE (TYPE BW) M 10.0000 96,600.00 8,866.190 88,661.90 S) 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 18,200.00 1,527.900 15,279.00 05 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000.00 06 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 S) PREVENTION PLAN 07 TEMPORARY CREEK DIVERSION SYSTEM LS 55,000.0000 55,000.00 1.000 55,000.00 08 TEMPORARY SILT FENCE M 26.0000 6,760.00 99.400 2,584.40 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 600.0000 3,000.00 5.000 3,000.00 10 TEMPORARY STRAW BALE BARRIER M 10.0000 500.00 50.000 500.00 11 STREET SWEEPING LS 30,000.0000 30,000.00 1.000 30,000.00 12 TEMPORARY PORTABLE DESILTATION SYSTEM EA 15,000.0000 30,000.00 2.000 30,000.00 13 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000.00 S) 14 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 S) 15 TYPE III BARRICADE EA 75.0000 9,750.00 130.000 9,750.00 S) 16 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 2,460.00 81.900 2,457.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 15,610.00 31,992.700 22,394.89 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 19.0000 24,320.00 1,347.000 25,593.00 S) 19 FLASHING BEACON (PORTABLE) EA 1,200.0000 10,800.00 11.000 13,200.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 27,000.0000 27,000.00 1.000 27,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 100.0000 54,000.00 434.300 43,430.00 22 TEMPORARY CRASH CUSHION MODULE EA 240.0000 13,200.00 25.000 6,000.00 S) PROGRAM CAS145 PAGE 2 DATE 06/08/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-258014 TIME 01:26 PM ESTIMATE NO. 09 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/03/10 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 06/08/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 1,200.0000 2,400.00 3.000 3,600.00 24 REMOVE FENCE M 6.0000 54,720.00 9,077.700 54,466.20 S) 25 REMOVE MARKER EA 10.0000 180.00 18.000 180.00 26 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.5000 2,295.00 817.000 1,225.50 S) 27 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 6,465.00 1,203.000 1,804.50 S) 28 REMOVE PAINTED PAVEMENT MARKING M2 20.0000 1,640.00 35.100 702.00 S) 29 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 320.00 24.480 489.60 S) 30 REMOVE ROADSIDE SIGN EA 60.0000 2,100.00 35.000 2,100.00 31 REMOVE INLET EA 700.0000 2,100.00 3.000 2,100.00 32 REMOVE HEADWALL EA 2,000.0000 14,000.00 7.000 14,000.00 33 REMOVE DELINEATOR EA 10.0000 760.00 76.000 760.00 34 RESET MAILBOX EA 200.0000 2,200.00 10.000 2,000.00 35 RESET ROADSIDE SIGN EA 300.0000 3,600.00 12.000 3,600.00 36 RELOCATE METAL GATE EA 1,500.0000 24,000.00 15.000 22,500.00 S) 37 RELOCATE DRAINAGE GATE EA 2,200.0000 2,200.00 1.000 2,200.00 38 RELOCATE BISHOP SIGN EA 1,500.0000 1,500.00 1.000 1,500.00 39 RELOCATE BILLBOARD SIGN EA 1,200.0000 1,200.00 1.000 1,200.00 40 ADJUST SEWER MANHOLE EA 500.0000 1,000.00 2.000 1,000.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.8000 118,560.00 31,409.700 119,356.86 S) 42 REMOVE CONCRETE M3 50.0000 2,100.00 49.885 2,494.25 43 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 44 ROADWAY EXCAVATION M3 10.0000 122,000.00 12,447.000 124,470.00 45 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 46 STRUCTURE EXCAVATION (RETAINING WALL) M3 13.0000 33,930.00 3,016.100 39,209.30 47 STRUCTURE BACKFILL (RETAINING WALL) M3 22.0000 43,340.00 1,962.000 43,164.00 48 SAND BACKFILL M3 40.0000 960.00 55.370 2,214.80 49 DITCH EXCAVATION M3 12.0000 1,560.00 130.000 1,560.00 PROGRAM CAS145 PAGE 3 DATE 06/08/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-258014 TIME 01:26 PM ESTIMATE NO. 09 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/03/10 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 06/08/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED BORROW M3 9.0000 146,700.00 16,255.000 146,295.00 51 HIGHWAY PLANTING LS 3,100.0000 3,100.00 1.000 3,100.00 S) 52 DUFF HA 7,300.0000 80,300.00 10.191 74,394.30 S) 53 EROSION CONTROL (BLANKET) M2 11.0000 9,900.00 781.000 8,591.00 S) 54 EROSION CONTROL (TYPE C) HA 8,500.0000 93,500.00 10.069 85,586.50 S) 55 FIBER ROLLS M 17.0000 41,990.00 2,733.000 46,461.00 S) 56 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,200.0000 4,400.00 2.000 4,400.00 S) 57 PLANT (GROUP W) EA 70.0000 1,750.00 25.000 1,750.00 S) 58 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.748 5,984.00 1.000 8,000.00 S) 59 FINISHING ROADWAY LS 10,000.0000 10,000.00 1.000 10,000.00 60 CLASS 2 AGGREGATE BASE M3 31.0000 242,730.00 7,132.860 221,118.66 61 SEAL RANDOM CRACKS LNKM 1,100.0000 31,900.00 28.820 31,702.00 62 HOT MIX ASPHALT TONN 111.5000 4,816,800.00 43,198.020 4,816,579.23 63 SHOULDER RUMBLE STRIP STA 110.0000 18,700.00 168.930 18,582.30 (HMA,GROUND-IN INDENTATIONS) 64 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 11,400.00 1,146.000 11,460.00 65 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 260.00 41.000 410.00 66 PLACE HOT MIX ASPHALT M2 100.0000 1,700.00 10.000 1,000.00 (MISCELLANEOUS AREA) 67 CLASS 2 CONCRETE (RETAINING WALL) M3 480.0000 348,480.00 726.000 348,480.00 F) 68 CLASS 2 CONCRETE (WINGWALLS) M3 500.0000 14,100.00 28.200 14,100.00 F) 69 CLASS 1 CONCRETE (BOX CULVERT) M3 850.0000 86,615.00 101.900 86,615.00 F) 70 MINOR CONCRETE (MINOR STRUCTURE) M3 960.0000 17,280.00 0.070 67.20 18.000 17,280.00 F) 71 MINOR CONCRETE (BACKFILL) M3 550.0000 18,150.00 51.520 28,336.00 72 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6000 78,532.80 49,184.000 78,694.40 SF) 73 BAR REINFORCING STEEL (BOX CULVERT) KG 2.7000 31,012.20 11,486.000 31,012.20 SF) 74 BAR REINFORCING STEEL (WING WALLS) KG 3.5000 4,298.00 1,228.000 4,298.00 SF) 75 METAL CATTLE GUARD (4.3 M) EA 8,500.0000 59,500.00 7.000 59,500.00 76 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 3,600.00 23.580 3,537.00 (1.6 MM-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 06/08/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-258014 TIME 01:26 PM ESTIMATE NO. 09 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/03/10 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 06/08/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 2,700.00 17.640 2,646.00 (2.0 MM-UNFRAMED) 78 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 320.00 1.530 306.00 (1.6 MM-FRAMED) 79 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 800.00 3.940 788.00 (2.0 MM-FRAMED) 80 ROADSIDE SIGN-ONE SQUARE METAL POST EA 350.0000 4,200.00 13.000 4,550.00 81 ROADSIDE SIGN - ONE POST EA 350.0000 8,400.00 24.000 8,400.00 82 ROADSIDE SIGN - TWO POST EA 350.0000 1,050.00 3.000 1,050.00 83 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 100.00 1.000 100.00 EXISTING POST 84 PAINT CURB (2-COAT) M 8.0000 5,040.00 651.760 5,214.08 85 450 MM SSRP CULVERT (1.63 MM THICK) M 180.0000 3,960.00 19.700 3,546.00 86 450 MM ALTERNATIVE PIPE CULVERT M 180.0000 3,060.00 13.980 2,516.40 87 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 75,000.00 291.040 72,760.00 88 700 MM X 500 MM CORRUGATED STEEL PIPE M 400.0000 8,800.00 22.000 8,800.00 ARCH (2.01 MM THICK) 89 900 MM CORRUGATED STEEL PIPE INLET M 800.0000 2,560.00 3.660 2,928.00 (3.51 MM THICK) 90 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 4,000.00 8.000 4,000.00 91 ROCK SLOPE PROTECTION M3 150.0000 7,350.00 44.900 6,735.00 (FACING, METHOD B) 92 MINOR CONCRETE (MISCELLANEOUS M3 280.0000 84,000.00 321.067 89,898.76 CONSTRUCTION) 93 MISCELLANEOUS IRON AND STEEL KG 12.0000 13,572.00 1,131.000 13,572.00 SF) 94 FENCE (TYPE BW, 5 STRAND, METAL POST) M 14.0000 127,680.00 9,120.000 127,680.00 S) 95 4.3 M WIRE MESH GATE EA 1,400.0000 9,800.00 7.000 9,800.00 S) 96 4.9 M METAL GATE EA 1,800.0000 1,800.00 1.000 1,800.00 S) 97 SURVEY MONUMENT (TYPE D) EA 400.0000 2,000.00 5.000 2,000.00 98 DELINEATOR (CLASS 2) EA 50.0000 5,500.00 110.000 5,500.00 99 MILEPOST MARKER EA 60.0000 480.00 8.000 480.00 00 OBJECT MARKER EA 55.0000 1,815.00 33.000 1,815.00 01 METAL BEAM GUARD RAILING (2.1 M POST) M 120.0000 14,400.00 114.000 13,680.00 S) 02 TUBULAR HANDRAILING M 155.0000 13,175.00 0.000 0.00 S) 03 CABLE RAILING M 55.0000 2,420.00 44.000 2,420.00 S) PROGRAM CAS145 PAGE 5 DATE 06/08/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-258014 TIME 01:26 PM ESTIMATE NO. 09 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/03/10 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 06/08/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 TRANSITION RAILING (TYPE WB) EA 4,000.0000 12,000.00 3.000 12,000.00 S) 05 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 3,200.00 4.000 3,200.00 S) 06 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 5,000.00 2.000 5,000.00 S) 07 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 4,000.00 2.000 4,000.00 S) 08 CONCRETE BARRIER (TYPE 736A) M 80.0000 7,840.00 98.000 7,840.00 09 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 9,600.00 262.880 10,515.20 S) 10 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 24,120.00 39,108.600 23,465.16 S) 11 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 12 MODIFY SIGNAL LS 15,000.0000 15,000.00 1.000 15,000.00 S) 13 MODIFY LIGHTING LS 50,000.0000 50,000.00 1.000 50,000.00 S) 14 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 15 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 40.0000 12,800.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/08/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-258014 TIME 01:26 PM ESTIMATE NO. 09 BID OPENING 10/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/03/10 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 06/08/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 22,301.20 7,887,535.39 ADJUSTMENT OF COMPENSATION -92,479.86 -84,213.21 EXTRA WORK 41,830.32 177,133.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION -28,348.34 7,980,455.91 16 MOBILIZATION LS 300,000.0000 300,000.00 1.000 300,000.00 ORIGINAL CONTRACT AMOUNT 8,254,070.00 TOTAL WORK COMPLETED -28,348.34 8,280,455.91 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -6,136.33 -6,136.33 TOTAL -34,484.67 8,274,319.58 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 11/14/08 410 12/01/08 12/15/08 06/03/10 359 4 0 0 100% 100% H. J. BLOMMER RESIDENT ENGINEER PROGRAM CAS145 DATE 06/08/10