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 08/26/10 EST. NO.07 TIME 11:16 AM R.E. NAME: KISHIYAMA, DARIN 04-283814 --------------------------------------------------------------------------- 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 0050 1,132.98 E.W. @ F.A.(+) 052110 N 0057.0 0051 415.03 052010 N 0058.0 0077 774.20 062910 N 0086.0 0083 784.48 070810 N 0095.0 0084 989.89 071210 N 0096.0 0085 1,017.24 071210 N 0097.0 0086 763.17 070810 N 0098.0 0087 790.89 070810 N 0099.0 0088 840.73 070710 N 0100.0 0089 342.75 070710 N 0101.0 0090 784.48 070710 N 0102.0 0091 242.49 070210 N 0103.0 0093 828.53 062910 N 0105.0 0094 1,009.48 062510 N 0106.0 0095 759.54 062510 N 0107.0 0096 770.98 062410 N 0108.0 0097 783.25 062310 N 0109.0 0098 841.37 062210 N 0110.0 0099 851.82 071410 N 0111.0 0100 919.17 071310 N 0093.0 0101 194.32 071310 N 0094.0 0102 910.01 071610 N 0112.0 0103 872.96 071610 N 0113.0 0104 369.98 071910 N 0114.0 0105 175.08 072010 N 0115.0 0106 603.92 071210 N 0116.0 0107 1,062.32 071310 N 0117.0 0108 884.60 071410 N 0118.0 0109 957.57 071510 N 0119.0 0110 222.23 071510 N 0120.0 0111 685.63 070910 N 0123.0 0112 670.64 071910 N 0124.0 0113 787.37 070810 N 0125.0 0114 913.52 072010 N 0127.0 0115 873.19 072010 N 0128.0 0116 855.07 072110 N 0129.0 0117 824.74 072110 N 0130.0 0118 1,642.34 070910 N 0131.0 0119 796.61 071910 N 0132.0 0121 330.02 072810 N 0147.0 0122 375.39 072710 N 0148.0 0123 413.51 072610 N 0150.0 0124 116.11 072310 N 0151.0 0125 1,052.28 072210 N 0152.0 0126 328.23 072110 N 0153.0 0128 1,077.32 072410 N 0155.0 0140 349.84 073010 N 0168.0 0142 1,421.37 080310 N 0170.0 0156 330.02 072910 N 0143.0 003 0005 250.00 E.W. @ F.A.(+) 072910 N 0179.0 004 0001 1,956.25 E.W. @ F.A.(+) 071210 N 0092.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 08/26/10 EST. NO.07 TIME 11:16 AM R.E. NAME: KISHIYAMA, DARIN 04-283814 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 37,944.91 TOTAL THIS ESTIMATE 193,915.93 TOTAL PREVIOUS ESTIMATE 231,860.84 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 08/26/10 EST. NO.07 TIME 11:16 AM R.E. NAME: KISHIYAMA, DARIN 04-283814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 11:16 AM ESTIMATE NO. 07 BID OPENING 11/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/26/10 LOCATION RERUN PROGRESS ESTIMATE 04-SON-116-41.8/44.7 ----------------------- ARGONAUT CONSTRUCTORS, INC IN SONOMA COUNTY ABOUT 9 KM EAST OF 1236 CENTRAL AVENUE PETALUMA FROM ADOBE ROAD TO 0.2 KM SANTA ROSA CA 95402 WEST OF ARNOLD DRIVE FED. AID NO. ACHS-P116(42)E ,STP-P116(42)E CONSTRUCT RETAINING WALLS ------------------------------------------------------------------------------------------------------------------------------------ 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 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 1.000 250.00 3.000 750.00 03 TIME-RELATED OVERHEAD WDAY 410.0000 180,400.00 23.000 9,430.00 80.000 32,800.00 04 TEMPORARY FENCE (TYPE BW) M 8.2000 30,094.00 536.160 4,396.51 3,844.860 31,527.85 05 TEMPORARY FENCE (TYPE ESA) M 6.2000 11,718.00 665.000 4,123.00 1,740.150 10,788.93 06 TEMPORARY SHORING M2 137.0000 104,120.00 44.400 6,082.80 44.400 6,082.80 07 TEMPORARY CREEK DIVERSION SYSTEM LS 16,000.0000 16,000.00 0.750 12,000.00 (LOCATION 1) 08 TEMPORARY CREEK DIVERSION SYSTEM LS 18,500.0000 18,500.00 0.000 0.00 (LOCATION 2) 09 TEMPORARY CREEK DIVERSION SYSTEM LS 16,000.0000 16,000.00 0.750 12,000.00 0.750 12,000.00 (LOCATION 3) 10 TEMPORARY CREEK DIVERSION SYSTEM LS 23,000.0000 23,000.00 0.750 17,250.00 (LOCATION 4) 11 TEMPORARY CREEK DIVERSION SYSTEM LS 16,000.0000 16,000.00 0.750 12,000.00 0.750 12,000.00 (LOCATION 5) 12 TEMPORARY CREEK DIVERSION SYSTEM LS 23,000.0000 23,000.00 0.750 17,250.00 0.750 17,250.00 (LOCATION 6) 13 CONSTRUCTION SITE MANAGEMENT LS 2,500.0000 2,500.00 0.000 0.00 14 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.555 1,387.50 PREVENTION PLAN 15 TEMPORARY SILT FENCE M 8.0000 35,040.00 1,266.200 10,129.60 16 TEMPORARY GRAVEL BAG BERM M 5.5000 14,080.00 18.000 99.00 17 TEMPORARY CONSTRUCTION ENTRANCE EA 1,700.0000 10,200.00 7.500 12,750.00 9.000 15,300.00 18 TEMPORARY COVER M2 3.1000 7,967.00 253.000 784.30 19 TEMPORARY CHECK DAM M 6.4000 832.00 12.000 76.80 20 MOVE-IN/MOVE-OUT EA 825.0000 4,950.00 1.000 825.00 3.000 2,475.00 (TEMPORARY EROSION CONTROL) 21 TEMPORARY DRAINAGE INLET PROTECTION EA 118.0000 7,080.00 2.000 236.00 22 TEMPORARY HYDRAULIC MULCH M2 0.7500 12,900.00 6,070.000 4,552.50 9,702.500 7,276.88 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 11:16 AM ESTIMATE NO. 07 BID OPENING 11/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STREET SWEEPING LS 11,000.0000 11,000.00 0.250 2,750.00 0.250 2,750.00 24 TEMPORARY CONCRETE WASHOUT BIN EA 800.0000 11,200.00 4.000 3,200.00 25 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.700 3,500.00 26 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.053 3,975.00 0.255 19,125.00 27 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.3000 53,530.00 4,596.700 24,362.51 11,081.620 58,732.59 28 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 900.00 0.000 0.00 29 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 10,000.00 0.000 0.00 30 TEMPORARY PAVEMENT MARKER EA 3.5000 2,905.00 610.000 2,135.00 1,182.000 4,137.00 31 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.053 1,325.00 0.183 4,575.00 32 TEMPORARY RAILING (TYPE K) M 15.0000 41,700.00 969.000 14,535.00 2,433.000 36,495.00 33 TEMPORARY CRASH CUSHION MODULE EA 175.0000 43,750.00 33.000 5,775.00 77.000 13,475.00 34 ABANDON CULVERT EA 500.0000 500.00 2.000 1,000.00 3.000 1,500.00 35 REMOVE FENCE M 5.0000 29,750.00 1,449.850 7,249.25 4,766.350 23,831.75 36 REMOVE METAL BEAM GUARD RAILING M 20.0000 25,200.00 373.400 7,468.00 37 REMOVE FLARED END SECTION EA 225.0000 225.00 0.000 0.00 38 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5000 2,760.00 3,193.700 4,790.55 6,957.600 10,436.40 STRIPE 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,625.00 1,756.000 2,634.00 3,041.000 4,561.50 40 REMOVE PAVEMENT MARKER EA 1.0000 270.00 1,309.000 1,309.00 1,913.000 1,913.00 41 REMOVE ROADSIDE SIGN EA 50.0000 1,100.00 0.000 0.00 42 REMOVE ASPHALT CONCRETE DIKE M 5.0000 500.00 0.000 0.00 43 REMOVE CULVERT M 21.0000 4,200.00 35.500 745.50 87.700 1,841.70 44 REMOVE PIPE M 58.0000 7,540.00 0.000 0.00 45 REMOVE INLET EA 510.0000 1,530.00 1.000 510.00 46 REMOVE HEADWALL EA 1,150.0000 16,100.00 3.000 3,450.00 6.000 6,900.00 47 REMOVE BASE AND SURFACING M3 10.5000 33,600.00 67.300 706.65 67.300 706.65 48 RELOCATE ROADSIDE SIGN EA 150.0000 5,550.00 0.000 0.00 49 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 7,920.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 11:16 AM ESTIMATE NO. 07 BID OPENING 11/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE M3 66.0000 5,412.00 0.000 0.00 51 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 0.010 1,500.00 0.880 132,000.00 52 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 53 ROADWAY EXCAVATION M3 10.5000 601,650.00 20,333.250 213,499.13 44,078.640 462,825.72 54 LEAD COMPLIANCE PLAN LS 3,300.0000 3,300.00 1.000 3,300.00 55 CHANNEL EXCAVATION M3 21.0000 5,250.00 0.000 0.00 56 STRUCTURE EXCAVATION (RETAINING WALL) M3 16.0000 53,920.00 3,206.000 51,296.00 3,370.000 53,920.00 F) 57 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 22.5000 64,710.00 585.000 13,162.50 1,550.000 34,875.00 F) 58 STRUCTURE BACKFILL (SLURRY CEMENT) M3 140.0000 5,040.00 0.000 0.00 F) 59 STRUCTURE BACKFILL (RETAINING WALL) M3 39.0000 80,847.00 0.000 0.00 F) 60 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 53.0000 6,731.00 0.000 0.00 F) 61 PERVIOUS BACKFILL MATERIAL (RETAINING M3 74.0000 12,876.00 0.000 0.00 F) WALL) 62 SAND BACKFILL M3 236.0000 1,416.00 0.000 0.00 63 CONCRETE BACKFILL (FAST SETTING M3 465.0000 124,620.00 209.000 97,185.00 209.000 97,185.00 F) CONCRETE) 64 SOIL NAIL ASSEMBLY M 62.0000 489,738.00 2,162.300 134,062.60 4,072.000 252,464.00 65 IMPORTED MATERIAL (SHOULDER BACKING) TONN 39.0000 14,820.00 0.000 0.00 66 EROSION CONTROL (COMPOST BLANKET) M3 130.0000 28,600.00 0.000 0.00 67 EROSION CONTROL (TYPE D) M2 0.9200 63,112.00 0.000 0.00 68 EROSION CONTROL (NETTING) M2 4.3000 10,922.00 0.000 0.00 69 FIBER ROLLS M 7.5000 74,850.00 1,018.900 7,641.75 70 COMPOST, INCORPORATE M2 40.0000 7,600.00 0.000 0.00 71 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 975.0000 5,850.00 0.000 0.00 72 PLANT (GROUP M) EA 5.5000 5,115.00 0.000 0.00 73 PLANT (GROUP W) EA 65.0000 2,925.00 0.000 0.00 74 PLANT ESTABLISHMENT WORK LS 14,500.0000 14,500.00 0.000 0.00 75 CLASS 3 AGGREGATE BASE M3 36.0000 554,400.00 3,135.580 112,880.88 4,569.400 164,498.40 76 REPLACE ASPHALT CONCRETE SURFACING M3 230.0000 184,000.00 794.960 182,840.80 PROGRAM CAS145 PAGE 4 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 11:16 AM ESTIMATE NO. 07 BID OPENING 11/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 HOT MIX ASPHALT TONN 78.0000 2,815,800.00 3,152.560 245,899.68 5,212.590 406,582.02 78 SHOULDER RUMBLE STRIP STA 72.0000 6,984.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 79 CENTER RUMBLE STRIP (HMA, GROUND-IN STA 77.0000 2,849.00 0.000 0.00 INDENTATIONS) 80 DATA CORE LS 5,000.0000 5,000.00 0.000 0.00 81 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 6.2500 250.00 0.000 0.00 82 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 6.2500 3,937.50 0.000 0.00 83 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 6.2500 1,812.50 0.000 0.00 84 TACK COAT TONN 50.0000 4,500.00 0.000 0.00 85 STRUCTURAL CONCRETE, RETAINING WALL M3 715.0000 1,361,360.00 165.000 117,975.00 165.000 117,975.00 F) 86 CLASS 2 CONCRETE (BOX CULVERT) M3 1,390.0000 69,500.00 0.000 0.00 F) 87 CLASS 2 CONCRETE (WINGWALLS) M3 605.0000 187,550.00 27.000 16,335.00 27.000 16,335.00 F) 88 MINOR CONCRETE (MINOR STRUCTURE) M3 735.0000 95,550.00 46.780 34,383.30 89.620 65,870.70 F) 89 MINOR CONCRETE (BACKFILL) M3 118.0000 15,104.00 103.000 12,154.00 306.000 36,108.00 F) 90 ARCHITECTURAL TREATMENT M2 76.0000 177,080.00 0.000 0.00 F) 91 ARCHITECTURAL TREATMENT (RETAINING WALL) M2 76.0000 55,404.00 0.000 0.00 F) 92 PRECAST CONCRETE BOX CULVERT (2440MM X M 3,300.0000 29,700.00 0.000 0.00 2135MM) 93 BAR REINFORCING STEEL KG 2.0000 47,688.00 2,940.000 5,880.00 2,940.000 5,880.00 F) 94 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 299,158.00 35,775.000 71,550.00 46,498.000 92,996.00 F) 95 SHOTCRETE M3 747.0000 234,558.00 97.000 72,459.00 158.000 118,026.00 F) 96 FURNISH SINGLE SHEET ALUMINUM SIGN M2 134.0000 670.00 0.000 0.00 (1.6 MM-UNFRAMED) 97 ROADSIDE SIGN - ONE POST EA 180.0000 1,440.00 0.000 0.00 98 PREPARE AND STAIN CONCRETE M2 13.5000 46,237.50 0.000 0.00 F) 99 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 108.0000 128,520.00 616.200 66,549.60 920.100 99,370.80 00 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 158.0000 22,120.00 74.000 11,692.00 95.500 15,089.00 01 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 311.0000 9,952.00 19.500 6,064.50 02 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 243.0000 3,402.00 2.130 517.59 15.630 3,798.09 03 750 MM ALTERNATIVE PIPE CULVERT M 250.0000 9,250.00 37.000 9,250.00 PROGRAM CAS145 PAGE 5 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 11:16 AM ESTIMATE NO. 07 BID OPENING 11/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 900 MM ALTERNATIVE PIPE CULVERT M 272.0000 19,584.00 72.000 19,584.00 05 1200 MM ALTERNATIVE PIPE CULVERT M 284.0000 10,224.00 20.000 5,680.00 56.000 15,904.00 06 450 MM PLASTIC PIPE M 136.0000 11,832.00 0.000 0.00 07 450 MM CORRUGATED STEEL PIPE WITH M 177.0000 4,071.00 12.000 2,124.00 POLYMERIC SHEET COATING (1.3 MM THICK) 08 900 MM CORRUGATED STEEL PIPE WITH M 1,275.0000 25,500.00 0.000 0.00 POLYMERIC SHEET COATING (1.3 MM THICK) 09 1050 MM CORRUGATED STEEL PIPE WITH M 355.0000 8,520.00 18.500 6,567.50 18.500 6,567.50 POLYMERIC SHEET COATING (1.3 MM THICK) 10 1200 MM CORRUGATED STEEL PIPE WITH M 344.0000 22,016.00 33.000 11,352.00 64.000 22,016.00 POLYMERIC SHEET COATING (1.3 MM THICK) 11 1650 MM CORRUGATED STEEL PIPE WITH M 492.0000 12,300.00 24.500 12,054.00 24.500 12,054.00 POLYMERIC SHEET COATING (1.3 MM THICK) 12 2100 MM CORRUGATED STEEL PIPE WITH M 1,350.0000 4,050.00 2.500 3,375.00 2.500 3,375.00 POLYMERIC SHEET COATING (1.3 MM THICK) 13 200 MM PERFORATED PLASTIC M 54.0000 129,600.00 87.760 4,739.04 261.760 14,135.04 PIPE UNDERDRAIN 14 SOIL NAIL WALL DRAINAGE SYSTEM M2 25.0000 12,350.00 261.000 6,525.00 261.000 6,525.00 F) 15 PERMEABLE MATERIAL (BLANKET) M3 46.5000 263,655.00 1,453.100 67,569.15 1,605.100 74,637.15 16 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 360.0000 2,160.00 0.000 0.00 17 450 MM ALTERNATIVE FLARED END SECTION EA 320.0000 3,520.00 2.000 640.00 7.000 2,240.00 18 600 MM ALTERNATIVE FLARED END SECTION EA 365.0000 1,460.00 3.000 1,095.00 19 750 MM ALTERNATIVE FLARED END SECTION EA 465.0000 465.00 1.000 465.00 20 900 MM ALTERNATIVE FLARED END SECTION EA 615.0000 615.00 1.000 615.00 21 1050 MM ALTERNATIVE FLARED END SECTION EA 1,530.0000 1,530.00 0.000 0.00 22 ROCK SLOPE PROTECTION (1/4 TON, METHOD M3 126.0000 13,860.00 0.000 0.00 A) 23 ROCK SLOPE PROTECTION M3 148.0000 26,640.00 116.600 17,256.80 151.900 22,481.20 (FACING, METHOD B) 24 ROCK SLOPE PROTECTION M3 161.0000 64,400.00 0.000 0.00 (BACKING NO. 3, METHOD B) 25 ROCK SLOPE PROTECTION (BACKING NO. 3, M3 232.0000 9,280.00 0.000 0.00 METHOD A) 26 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 94.0000 97,760.00 0.000 0.00 27 ROCK SLOPE PROTECTION FABRIC M2 5.4000 10,746.00 132.700 716.58 245.300 1,324.62 28 GEOMEMBRANE (WATER BARRIER) M2 11.5000 4,715.00 0.000 0.00 29 GEOTEXTILE (CUSHION FABRIC) M2 4.0000 3,280.00 0.000 0.00 30 MINOR CONCRETE (GUTTER) M 53.5000 38,092.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 11:16 AM ESTIMATE NO. 07 BID OPENING 11/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MISCELLANEOUS IRON AND STEEL KG 3.0000 22,656.00 2,484.000 7,452.00 4,788.000 14,364.00 F) 32 FENCE (TYPE BW, WOOD POST) M 18.4000 828.00 0.000 0.00 33 DELINEATOR (CLASS 1) EA 30.0000 4,800.00 0.000 0.00 34 OBJECT MARKER (TYPE L-1) EA 35.0000 595.00 0.000 0.00 35 METAL BEAM GUARD RAILING (WOOD POST) M 59.5000 108,290.00 0.000 0.00 36 CABLE RAILING M 49.2500 35,066.00 0.000 0.00 F) 37 TRANSITION RAILING (TYPE WB) EA 3,000.0000 30,000.00 0.000 0.00 38 END CAP (TYPE A) EA 250.0000 750.00 0.000 0.00 39 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 4,200.00 0.000 0.00 40 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 24,700.00 0.000 0.00 41 CONCRETE BARRIER (TYPE 60) M 387.0000 4,644.00 0.000 0.00 42 CONCRETE BARRIER (TYPE 60C) M 362.0000 57,920.00 0.000 0.00 43 CONCRETE BARRIER (TYPE 60D) M 134.0000 94,738.00 0.000 0.00 F) 44 CONCRETE BARRIER (TYPE 736A) M 400.0000 72,000.00 0.000 0.00 45 CONCRETE BARRIER (TYPE 736B) M 1,200.0000 28,800.00 0.000 0.00 46 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 3,040.00 0.000 0.00 47 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 18,615.00 0.000 0.00 48 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 560.00 0.000 0.00 49 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 4,380.00 0.000 0.00 50 FLASHING BEACON AND LIGHTING LS 40,000.0000 40,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 08/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 11:16 AM ESTIMATE NO. 07 BID OPENING 11/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,583,310.62 3,005,900.54 ADJUSTMENT OF COMPENSATION 0.00 114,194.00 EXTRA WORK 37,944.91 117,666.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,621,255.53 3,237,761.38 51 MOBILIZATION LS 440,000.0000 440,000.00 0.200 88,000.00 0.950 418,000.00 ORIGINAL CONTRACT AMOUNT 10,972,373.50 TOTAL WORK COMPLETED 1,709,255.53 3,655,761.38 MATERIALS ON HAND ON SITE 20,515.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,709,255.53 3,676,276.38 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 01/06/10 565 01/20/10 01/20/10 02/15/12 80 72 0 0 32% 14% PROGRESS IS SATISFACTORY KISHIYAMA, DARIN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/10