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 10/25/10 EST. NO.09 TIME 09:42 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 0129 974.46 E.W. @ F.A.(+) 072210 N 0156.0 0130 1,017.24 072210 N 0157.0 0131 969.31 072310 N 0158.0 0132 919.17 072310 N 0159.0 0133 861.00 071510 N 0160.0 0134 1,384.86 072710 N 0162.0 0135 1,496.02 072810 N 0163.0 0136 937.64 072910 N 0164.0 0137 889.18 073010 N 0165.0 0138 870.39 080610 N 0166.0 0139 861.00 080610 N 0167.0 0143 637.70 080410 N 0171.0 0144 785.86 080510 N 0172.0 0147 1,035.55 081010 N 0175.0 0148 895.14 081010 N 0176.0 0149 1,042.85 081110 N 0177.0 0150 1,035.55 081110 N 0178.0 0151 1,017.24 072710 N 0138.0 0152 816.22 080510 N 0139.0 0153 861.00 080510 N 0140.0 0154 842.67 073010 N 0141.0 0155 900.86 072910 N 0142.0 0157 769.81 072910 N 0144.0 0158 720.66 081110 N 0180.0 0159 664.85 081210 N 0181.0 0160 1,015.76 081210 N 0182.0 0161 919.17 081210 N 0183.0 0163 774.66 081610 N 0185.0 0164 802.80 081610 N 0186.0 0165 996.40 081810 N 0187.0 0166 784.48 081810 N 0188.0 0167 1,201.96 081010 N 0189.0 0168 1,035.55 080910 N 0192.0 0169 988.67 080910 N 0193.0 0170 1,035.55 081310 N 0194.0 0171 1,093.30 081310 N 0195.0 0172 821.94 081710 N 0196.0 0173 802.80 081710 N 0197.0 0174 802.80 082310 N 0198.0 0175 821.94 082310 N 0199.0 0176 905.72 081610 N 0200.0 0177 1,142.49 081710 N 0202.0 0178 1,229.11 081810 N 0204.0 0179 918.84 082410 N 0205.0 0180 802.80 082410 N 0206.0 0181 1,075.85 083110 N 0207.0 0182 1,094.63 082310 N 0213.0 0183 901.06 082410 N 0214.0 0184 1,035.55 082510 N 0216.0 0185 1,028.64 082510 N 0217.0 0186 481.38 082610 N 0218.0 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 10/25/10 EST. NO.09 TIME 09:42 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 --------------------------------------------------------------------------- 0187 802.80 082610 N 0220.0 0188 821.94 082610 N 0221.0 0189 1,151.94 082710 N 0223.0 0190 1,232.26 082710 N 0224.0 0191 238.90 082710 N 0226.0 0192 1,035.55 083110 N 0227.0 0193 64.74 083010 N 0228.0 0194 1,012.23 083010 N 0229.0 0195 1,132.03 083010 N 0230.0 0202 1,011.22 083110 N 0237.0 0203 367.08 090410 N 0239.0 0204 370.27 090110 N 0241.0 0205 342.05 090110 N 0243.0 0206 370.27 090210 N 0244.0 0207 370.27 090310 N 0247.0 0208 849.03 090710 N 0248.0 0209 802.80 090710 N 0249.0 0210 208.77 090710 N 0251.0 0211 1,006.02 090810 N 0252.0 0212 919.17 090810 N 0253.0 0213 802.80 090910 N 0254.0 0214 1,321.33 090910 N 0255.0 0215 390.64 083010 N 0258.0 0216 407.30 082510 N 0259.0 0217 791.36 083010 N 0262.0 0218 1,090.80 091010 N 0263.0 0219 783.63 091010 N 0264.0 0220 919.17 091310 N 0266.0 0222 316.56 091310 N 0269.0 0223 318.38 091010 N 0270.0 0224 615.68 090910 N 0273.0 0225 87.78 090910 N 0275.0 0226 242.30 090910 N 0276.0 0227 134.70 090810 N 0277.0 0228 1,035.55 091510 N 0280.0 0229 316.56 091510 N 0281.0 0230 333.23 091610 N 0283.0 0231 1,403.88 081910 N 0285.0 0232 977.37 091710 N 0286.0 0235 1,296.44 091310 N 0290.0 003 0006 250.00 E.W. @ F.A.(+) 083110 N 0235.0 010 0002 164.82 E.W. @ F.A.(+) 081910 N 0208.0 0003 164.82 082010 N 0210.0 0004 181.48 082310 N 0211.0 0005 181.48 082410 N 0215.0 0006 181.48 082610 N 0219.0 0007 181.48 082710 N 0225.0 0008 181.48 083110 N 0236.0 0009 148.16 090110 N 0240.0 0010 148.16 090210 N 0245.0 0011 148.16 090310 N 0246.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 10/25/10 EST. NO.09 TIME 09:42 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 --------------------------------------------------------------------------- 0012 148.16 090710 N 0250.0 0013 181.48 083010 N 0257.0 0014 181.48 082510 N 0260.0 0015 148.16 091310 N 0265.0 0016 148.16 091010 N 0271.0 0017 148.16 090910 N 0272.0 0018 148.16 090810 N 0278.0 0019 181.48 091410 N 0279.0 0020 181.48 091510 N 0282.0 0021 181.48 091610 N 0284.0 011 0002 1,601.15 E.W. @ F.A.(+) 072810 N 0146.0 0003 1,130.16 072710 N 0149.0 0004 1,584.00 071610 N 0161.0 0005 11,264.60 072610 N 0190.0 0006 377.73 082010 N 0256.0 0007 1,922.51 081910 N 0261.0 012 0001 2,064.41 E.W. @ F.A.(+) 071510 N 0121.0 0002 758.52 071610 N 0122.0 013 0001 332.48 E.W. @ F.A.(+) 071910 N 0137.0 0002 2,984.83 072210 N 0191.0 103,014.99 TOTAL THIS ESTIMATE 231,983.58 TOTAL PREVIOUS ESTIMATE 334,998.57 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 10/25/10 EST. NO.09 TIME 09:42 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 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 09:42 AM ESTIMATE NO. 09 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 10/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 10/25/10 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 0.450 1,125.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 1.000 250.00 5.000 1,250.00 03 TIME-RELATED OVERHEAD WDAY 410.0000 180,400.00 21.000 8,610.00 121.000 49,610.00 04 TEMPORARY FENCE (TYPE BW) M 8.2000 30,094.00 3,844.860 31,527.85 05 TEMPORARY FENCE (TYPE ESA) M 6.2000 11,718.00 246.000 1,525.20 1,986.150 12,314.13 06 TEMPORARY SHORING M2 137.0000 104,120.00 44.400 6,082.80 07 TEMPORARY CREEK DIVERSION SYSTEM LS 16,000.0000 16,000.00 0.250 4,000.00 1.000 16,000.00 (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 0.250 4,000.00 1.000 16,000.00 (LOCATION 3) 10 TEMPORARY CREEK DIVERSION SYSTEM LS 23,000.0000 23,000.00 0.250 5,750.00 1.000 23,000.00 (LOCATION 4) 11 TEMPORARY CREEK DIVERSION SYSTEM LS 16,000.0000 16,000.00 0.250 4,000.00 1.000 16,000.00 (LOCATION 5) 12 TEMPORARY CREEK DIVERSION SYSTEM LS 23,000.0000 23,000.00 0.250 5,750.00 1.000 23,000.00 (LOCATION 6) 13 CONSTRUCTION SITE MANAGEMENT LS 2,500.0000 2,500.00 0.250 625.00 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 2,146.200 17,169.60 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 9.000 15,300.00 18 TEMPORARY COVER M2 3.1000 7,967.00 733.000 2,272.30 19 TEMPORARY CHECK DAM M 6.4000 832.00 12.000 76.80 20 MOVE-IN/MOVE-OUT EA 825.0000 4,950.00 6.000 4,950.00 (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 18,210.850 13,658.14 40,053.850 30,040.39 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 09:42 AM ESTIMATE NO. 09 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 10/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 10/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.100 1,100.00 0.450 4,950.00 24 TEMPORARY CONCRETE WASHOUT BIN EA 800.0000 11,200.00 8.000 6,400.00 25 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.050 250.00 0.750 3,750.00 26 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.050 3,750.00 0.355 26,625.00 27 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.3000 53,530.00 2,789.220 14,782.87 13,870.840 73,515.45 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 1,182.000 4,137.00 31 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.050 1,250.00 0.283 7,075.00 32 TEMPORARY RAILING (TYPE K) M 15.0000 41,700.00 2,780.000 41,700.00 33 TEMPORARY CRASH CUSHION MODULE EA 175.0000 43,750.00 77.000 13,475.00 34 ABANDON CULVERT EA 500.0000 500.00 3.000 1,500.00 35 REMOVE FENCE M 5.0000 29,750.00 5,950.000 29,750.00 36 REMOVE METAL BEAM GUARD RAILING M 20.0000 25,200.00 20.000 400.00 703.400 14,068.00 37 REMOVE FLARED END SECTION EA 225.0000 225.00 1.000 225.00 38 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5000 2,760.00 3,013.250 4,519.88 9,970.850 14,956.28 STRIPE 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,625.00 45.700 68.55 3,086.700 4,630.05 40 REMOVE PAVEMENT MARKER EA 1.0000 270.00 253.000 253.00 2,166.000 2,166.00 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 4,200.00 145.400 3,053.40 44 REMOVE PIPE M 58.0000 7,540.00 0.000 0.00 45 REMOVE INLET EA 510.0000 1,530.00 2.000 1,020.00 3.000 1,530.00 46 REMOVE HEADWALL EA 1,150.0000 16,100.00 1.000 1,150.00 11.000 12,650.00 47 REMOVE BASE AND SURFACING M3 10.5000 33,600.00 3,132.700 32,893.35 3,200.000 33,600.00 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 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 09:42 AM ESTIMATE NO. 09 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 10/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 10/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.020 3,000.00 0.920 138,000.00 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 4,638.560 48,704.88 63,555.760 667,335.48 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 3,370.000 53,920.00 F) 57 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 22.5000 64,710.00 712.000 16,020.00 2,462.000 55,395.00 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 80,847.00 540.000 21,060.00 673.000 26,247.00 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 60.000 4,440.00 60.000 4,440.00 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 F) CONCRETE) 64 SOIL NAIL ASSEMBLY M 62.0000 489,738.00 1,074.780 66,636.36 6,061.780 375,830.36 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 40,172.000 36,958.24 40,172.000 36,958.24 68 EROSION CONTROL (NETTING) M2 4.3000 10,922.00 1,937.000 8,329.10 1,937.000 8,329.10 69 FIBER ROLLS M 7.5000 74,850.00 2,206.000 16,545.00 5,430.900 40,731.75 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 2.000 1,950.00 2.000 1,950.00 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 4,805.040 172,981.44 14,261.040 513,397.44 76 REPLACE ASPHALT CONCRETE SURFACING M3 230.0000 184,000.00 794.960 182,840.80 PROGRAM CAS145 PAGE 4 DATE 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 09:42 AM ESTIMATE NO. 09 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 10/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 10/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,687.150 1,223,597.70 24,286.520 1,894,348.56 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 9.300 465.00 85 STRUCTURAL CONCRETE, RETAINING WALL M3 715.0000 1,361,360.00 255.200 182,468.00 615.200 439,868.00 F) 86 CLASS 2 CONCRETE (BOX CULVERT) M3 1,390.0000 69,500.00 13.300 18,487.00 30.300 42,117.00 F) 87 CLASS 2 CONCRETE (WINGWALLS) M3 605.0000 187,550.00 148.800 90,024.00 175.800 106,359.00 F) 88 MINOR CONCRETE (MINOR STRUCTURE) M3 735.0000 95,550.00 96.610 71,008.35 F) 89 MINOR CONCRETE (BACKFILL) M3 118.0000 15,104.00 306.000 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 55,404.00 154.000 11,704.00 154.000 11,704.00 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 10,042.000 20,084.00 14,982.000 29,964.00 F) 94 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 299,158.00 8,532.000 17,064.00 81,624.000 163,248.00 F) 95 SHOTCRETE M3 747.0000 234,558.00 33.450 24,987.15 191.450 143,013.15 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 128,520.00 920.100 99,370.80 00 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 158.0000 22,120.00 107.500 16,985.00 01 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 311.0000 9,952.00 31.500 9,796.50 02 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 243.0000 3,402.00 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 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 09:42 AM ESTIMATE NO. 09 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 10/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 10/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 36.000 10,224.00 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 20.000 25,500.00 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 POLYMERIC SHEET COATING (1.3 MM THICK) 10 1200 MM CORRUGATED STEEL PIPE WITH M 344.0000 22,016.00 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 POLYMERIC SHEET COATING (1.3 MM THICK) 12 2100 MM CORRUGATED STEEL PIPE WITH M 1,350.0000 4,050.00 6.000 8,100.00 POLYMERIC SHEET COATING (1.3 MM THICK) 13 200 MM PERFORATED PLASTIC M 54.0000 129,600.00 71.000 3,834.00 1,766.000 95,364.00 PIPE UNDERDRAIN 14 SOIL NAIL WALL DRAINAGE SYSTEM M2 25.0000 12,350.00 100.000 2,500.00 361.000 9,025.00 F) 15 PERMEABLE MATERIAL (BLANKET) M3 46.5000 263,655.00 450.260 20,937.09 4,764.260 221,538.09 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 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 41.000 5,166.00 41.000 5,166.00 A) 23 ROCK SLOPE PROTECTION M3 148.0000 26,640.00 50.000 7,400.00 201.900 29,881.20 (FACING, METHOD B) 24 ROCK SLOPE PROTECTION M3 161.0000 64,400.00 384.250 61,864.25 384.250 61,864.25 (BACKING NO. 3, METHOD B) 25 ROCK SLOPE PROTECTION (BACKING NO. 3, M3 232.0000 9,280.00 21.000 4,872.00 21.000 4,872.00 METHOD A) 26 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 94.0000 97,760.00 879.000 82,626.00 879.000 82,626.00 27 ROCK SLOPE PROTECTION FABRIC M2 5.4000 10,746.00 641.400 3,463.56 886.700 4,788.18 28 GEOMEMBRANE (WATER BARRIER) M2 11.5000 4,715.00 783.100 9,005.65 783.100 9,005.65 29 GEOTEXTILE (CUSHION FABRIC) M2 4.0000 3,280.00 816.000 3,264.00 816.000 3,264.00 30 MINOR CONCRETE (GUTTER) M 53.5000 38,092.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 09:42 AM ESTIMATE NO. 09 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 10/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 10/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,408.000 16,224.00 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 73.000 29,200.00 73.000 29,200.00 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 10/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 09:42 AM ESTIMATE NO. 09 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 10/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 10/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,328,154.41 6,539,489.04 ADJUSTMENT OF COMPENSATION 0.00 114,226.00 EXTRA WORK 103,014.99 220,772.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,431,169.40 6,874,487.61 51 MOBILIZATION LS 440,000.0000 440,000.00 0.050 22,000.00 1.000 440,000.00 ORIGINAL CONTRACT AMOUNT 10,972,373.50 TOTAL WORK COMPLETED 2,453,169.40 7,314,487.61 MATERIALS ON HAND ON SITE 612.52 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,453,169.40 7,315,100.13 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 02/15/12 121 72 0 0 63% 21% PROGRESS IS SATISFACTORY KISHIYAMA, DARIN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/10