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 04/22/09 EST. NO.05 TIME 02:06 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 0003 250.63 E.W. @ F.A.(+) 031609 N 316 0 0004 28.72 031609 N 467833 0005 283.58 012609 N 126 0 0006 234.97 031609 N 316-20 004 0005 261.35 E.W. @ F.A.(+) 031709 N 317 0 007 0011 182.94 E.W. @ F.A.(+) 031609 N 316-70 0012 477.77 021209 N 212 0 0013 1,075.54 020909 N 209 0 0014 9,855.93 021309 N 213 0 0015 120.29 022709 N 227-10 0017 280.75 013009 N SV1300 0018 168.45 020209 N SV2020 0021 337.93 030609 N 306-10 014 0001 8,266.65 A.C. @ L.S.(+) 040409 N 014-10 016 0001 158.45 E.W. @ F.A.(+) 031809 N 318 0 0002 1,458.22 032409 N 324 0 23,442.17 TOTAL THIS ESTIMATE 56,814.50 TOTAL PREVIOUS ESTIMATE 80,256.67 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 04/22/09 EST. NO.05 TIME 02:06 PM R.E. NAME: H. J. BLOMMER 09-258014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-258014 TIME 02:06 PM ESTIMATE NO. 05 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 04/20/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 04/22/09 LOCATION RERUN PROGRESS ESTIMATE 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 0.250 625.00 0.500 1,250.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 160,000.00 20.000 20,000.00 81.000 81,000.00 03 TEMPORARY FENCE (TYPE BW) M 10.0000 96,600.00 1,823.080 18,230.80 8,524.570 85,245.70 S) 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 18,200.00 382.520 3,825.20 1,527.900 15,279.00 05 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.125 3,125.00 0.569 14,225.00 06 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.050 250.00 0.697 3,485.00 S) PREVENTION PLAN 07 TEMPORARY CREEK DIVERSION SYSTEM LS 55,000.0000 55,000.00 0.400 22,000.00 0.400 22,000.00 08 TEMPORARY SILT FENCE M 26.0000 6,760.00 1.240 32.24 60.880 1,582.88 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 600.0000 3,000.00 1.000 600.00 4.000 2,400.00 10 TEMPORARY STRAW BALE BARRIER M 10.0000 500.00 32.530 325.30 32.530 325.30 11 STREET SWEEPING LS 30,000.0000 30,000.00 0.125 3,750.00 0.494 14,820.00 12 TEMPORARY PORTABLE DESILTATION SYSTEM EA 15,000.0000 30,000.00 1.000 15,000.00 1.000 15,000.00 13 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.074 2,220.00 0.627 18,810.00 S) 14 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.125 12,500.00 0.569 56,900.00 S) 15 TYPE III BARRICADE EA 75.0000 9,750.00 109.000 8,175.00 S) 16 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 2,460.00 23.400 702.00 58.500 1,755.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 15,610.00 3,094.000 2,165.80 14,532.000 10,172.40 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 19.0000 24,320.00 207.000 3,933.00 939.000 17,841.00 S) 19 FLASHING BEACON (PORTABLE) EA 1,200.0000 10,800.00 3.000 3,600.00 7.000 8,400.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 27,000.0000 27,000.00 0.125 3,375.00 0.569 15,363.00 S) 21 TEMPORARY RAILING (TYPE K) M 100.0000 54,000.00 27.000 2,700.00 22 TEMPORARY CRASH CUSHION MODULE EA 240.0000 13,200.00 11.000 2,640.00 S) PROGRAM CAS145 PAGE 2 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-258014 TIME 02:06 PM ESTIMATE NO. 05 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 04/20/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,200.00 24 REMOVE FENCE M 6.0000 54,720.00 9,077.700 54,466.20 S) 25 REMOVE MARKER EA 10.0000 180.00 0.000 0.00 26 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.5000 2,295.00 0.000 0.00 S) 27 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 6,465.00 327.000 490.50 782.000 1,173.00 S) 28 REMOVE PAINTED PAVEMENT MARKING M2 20.0000 1,640.00 0.000 0.00 S) 29 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 320.00 6.120 122.40 6.120 122.40 S) 30 REMOVE ROADSIDE SIGN EA 60.0000 2,100.00 0.000 0.00 31 REMOVE INLET EA 700.0000 2,100.00 3.000 2,100.00 32 REMOVE HEADWALL EA 2,000.0000 14,000.00 2.000 4,000.00 7.000 14,000.00 33 REMOVE DELINEATOR EA 10.0000 760.00 76.000 760.00 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 0.000 0.00 36 RELOCATE METAL GATE EA 1,500.0000 24,000.00 6.000 9,000.00 6.000 9,000.00 S) 37 RELOCATE DRAINAGE GATE EA 2,200.0000 2,200.00 1.000 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 0.000 0.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.8000 118,560.00 30,067.700 114,257.26 30,067.700 114,257.26 S) 42 REMOVE CONCRETE M3 50.0000 2,100.00 1.600 80.00 49.885 2,494.25 43 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.100 5,000.00 1.000 50,000.00 44 ROADWAY EXCAVATION M3 10.0000 122,000.00 5,492.000 54,920.00 17,162.000 171,620.00 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 1,262.000 16,406.00 3,016.100 39,209.30 47 STRUCTURE BACKFILL (RETAINING WALL) M3 22.0000 43,340.00 367.000 8,074.00 895.000 19,690.00 48 SAND BACKFILL M3 40.0000 960.00 5.730 229.20 49 DITCH EXCAVATION M3 12.0000 1,560.00 130.000 1,560.00 130.000 1,560.00 PROGRAM CAS145 PAGE 3 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-258014 TIME 02:06 PM ESTIMATE NO. 05 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 04/20/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 0.000 0.00 S) 54 EROSION CONTROL (TYPE C) HA 8,500.0000 93,500.00 7.876 66,946.00 S) 55 FIBER ROLLS M 17.0000 41,990.00 33.330 566.61 1,666.260 28,326.42 S) 56 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,200.0000 4,400.00 1.000 2,200.00 S) 57 PLANT (GROUP W) EA 70.0000 1,750.00 0.000 0.00 S) 58 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.000 0.00 S) 59 FINISHING ROADWAY LS 10,000.0000 10,000.00 0.000 0.00 60 CLASS 2 AGGREGATE BASE M3 31.0000 242,730.00 1,272.200 39,438.20 7,086.550 219,683.05 61 SEAL RANDOM CRACKS LNKM 1,100.0000 31,900.00 18.450 20,295.00 18.450 20,295.00 62 HOT MIX ASPHALT TONN 111.5000 4,816,800.00 4,757.250 530,433.38 4,757.250 530,433.38 63 SHOULDER RUMBLE STRIP STA 110.0000 18,700.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 64 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 11,400.00 0.000 0.00 65 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 260.00 0.000 0.00 66 PLACE HOT MIX ASPHALT M2 100.0000 1,700.00 0.000 0.00 (MISCELLANEOUS AREA) 67 CLASS 2 CONCRETE (RETAINING WALL) M3 480.0000 348,480.00 65.000 31,200.00 595.000 285,600.00 F) 68 CLASS 2 CONCRETE (WINGWALLS) M3 500.0000 14,100.00 0.000 0.00 F) 69 CLASS 1 CONCRETE (BOX CULVERT) M3 850.0000 86,615.00 0.000 0.00 F) 70 MINOR CONCRETE (MINOR STRUCTURE) M3 960.0000 17,280.00 3.110 2,985.60 16.040 15,398.40 F) 71 MINOR CONCRETE (BACKFILL) M3 550.0000 18,150.00 8.180 4,499.00 51.520 28,336.00 72 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6000 78,532.80 8,158.000 13,052.80 35,665.000 57,064.00 SF) 73 BAR REINFORCING STEEL (BOX CULVERT) KG 2.7000 31,012.20 0.000 0.00 SF) 74 BAR REINFORCING STEEL (WING WALLS) KG 3.5000 4,298.00 0.000 0.00 SF) 75 METAL CATTLE GUARD (4.3 M) EA 8,500.0000 59,500.00 0.000 0.00 76 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 3,600.00 0.000 0.00 (1.6 MM-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-258014 TIME 02:06 PM ESTIMATE NO. 05 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 04/20/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (2.0 MM-UNFRAMED) 78 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 320.00 0.000 0.00 (1.6 MM-FRAMED) 79 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 800.00 0.000 0.00 (2.0 MM-FRAMED) 80 ROADSIDE SIGN-ONE SQUARE METAL POST EA 350.0000 4,200.00 0.000 0.00 81 ROADSIDE SIGN - ONE POST EA 350.0000 8,400.00 0.000 0.00 82 ROADSIDE SIGN - TWO POST EA 350.0000 1,050.00 0.000 0.00 83 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 100.00 0.000 0.00 EXISTING POST 84 PAINT CURB (2-COAT) M 8.0000 5,040.00 0.000 0.00 85 450 MM SSRP CULVERT (1.63 MM THICK) M 180.0000 3,960.00 19.700 3,546.00 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 30.000 4,500.00 33.000 4,950.00 (FACING, METHOD B) 92 MINOR CONCRETE (MISCELLANEOUS M3 280.0000 84,000.00 35.904 10,053.12 293.417 82,156.76 CONSTRUCTION) 93 MISCELLANEOUS IRON AND STEEL KG 12.0000 13,572.00 1,023.000 12,276.00 SF) 94 FENCE (TYPE BW, 5 STRAND, METAL POST) M 14.0000 127,680.00 6,116.000 85,624.00 8,267.000 115,738.00 S) 95 4.3 M WIRE MESH GATE EA 1,400.0000 9,800.00 0.000 0.00 S) 96 4.9 M METAL GATE EA 1,800.0000 1,800.00 1.000 1,800.00 1.000 1,800.00 S) 97 SURVEY MONUMENT (TYPE D) EA 400.0000 2,000.00 0.000 0.00 98 DELINEATOR (CLASS 2) EA 50.0000 5,500.00 0.000 0.00 99 MILEPOST MARKER EA 60.0000 480.00 0.000 0.00 00 OBJECT MARKER EA 55.0000 1,815.00 0.000 0.00 01 METAL BEAM GUARD RAILING (2.1 M POST) M 120.0000 14,400.00 0.000 0.00 S) 02 TUBULAR HANDRAILING M 155.0000 13,175.00 0.000 0.00 S) 03 CABLE RAILING M 55.0000 2,420.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-258014 TIME 02:06 PM ESTIMATE NO. 05 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 04/20/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 05 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 3,200.00 0.000 0.00 S) 06 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 5,000.00 0.000 0.00 S) 07 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 4,000.00 0.000 0.00 S) 08 CONCRETE BARRIER (TYPE 736A) M 80.0000 7,840.00 16.000 1,280.00 16.000 1,280.00 09 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 9,600.00 0.000 0.00 S) 10 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 24,120.00 0.000 0.00 S) 11 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.450 900.00 0.450 900.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 12 MODIFY SIGNAL LS 15,000.0000 15,000.00 0.500 7,500.00 S) 13 MODIFY LIGHTING LS 50,000.0000 50,000.00 0.350 17,500.00 0.450 22,500.00 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 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-258014 TIME 02:06 PM ESTIMATE NO. 05 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 04/20/09 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,103,903.21 2,714,873.60 ADJUSTMENT OF COMPENSATION 8,266.65 8,266.65 EXTRA WORK 15,175.52 71,990.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,127,345.38 2,795,130.27 16 MOBILIZATION LS 300,000.0000 300,000.00 0.950 285,000.00 ORIGINAL CONTRACT AMOUNT 8,254,070.00 TOTAL WORK COMPLETED 1,127,345.38 3,080,130.27 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,127,345.38 3,080,130.27 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 11/14/08 410 12/01/08 12/15/08 08/17/10 81 4 0 4 37% 48% PROGRESS IS SATISFACTORY CCO H. J. BLOMMER RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/09