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 12/23/10 EST. NO.11 TIME 01:16 PM 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 0233 919.17 E.W. @ F.A.(+) 091510 N 0287.0 0237 1,501.71 091710 N 0292.0 0238 1,431.87 091510 N 0293.0 0239 1,550.16 091610 N 0294.0 0240 1,504.34 092110 N 0295.0 0241 928.34 092010 N 0296.0 0242 986.51 092110 N 0297.0 0244 335.25 100110 N 0299.0 0247 1,480.34 100410 N 0305.0 0248 1,808.65 100110 N 0306.0 0249 577.73 092810 N 0309.0 0250 324.90 092010 N 0310.0 0251 414.55 091710 N 0313.0 0252 454.46 092910 N 0315.0 0255 1,053.87 093010 N 0320.0 0257 1,458.97 092910 N 0322.0 0260 1,550.16 092310 N 0325.0 0261 1,601.75 092810 N 0326.0 0262 1,528.79 092210 N 0327.0 0263 353.05 092410 N 0328.0 0265 74.08 092210 N 0333.0 0266 316.56 092110 N 0334.0 0268 333.23 092710 N 0338.0 0269 1,528.79 092710 N 0339.0 0270 1,321.41 092410 N 0340.0 0271 937.49 092410 N 0341.0 0272 1,035.55 092710 N 0342.0 0277 1,172.18 102010 N 0346.0 0279 1,017.24 101310 N 0348.0 0280 454.47 101110 N 0350.0 0281 1,017.24 101410 N 0351.0 0282 90.74 101210 N 0353.0 0283 977.37 101110 N 0355.0 0284 1,017.24 101210 N 0356.0 0285 1,172.18 101310 N 0357.0 0286 1,017.24 102010 N 0358.0 0287 1,172.18 101810 N 0359.0 0288 1,017.24 101810 N 0360.0 0289 1,017.24 101910 N 0361.0 0291 1,172.18 101210 N 0364.0 0296 369.67 100810 N 0371.0 0326 53.11 101510 N 0411.0 003 0007 250.00 E.W. @ F.A.(+) 100510 N 0344.0 004 0002 1,862.50 E.W. @ F.A.(+) 101510 N 0343.0 010 0022 185.52 E.W. @ F.A.(+) 100110 N 0300.0 0023 185.52 100210 N 0301.0 0024 148.16 092810 N 0307.0 0025 185.52 091710 N 0308.0 0026 148.16 092010 N 0311.0 0027 148.16 092910 N 0314.0 0028 185.52 093010 N 0316.0 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 12/23/10 EST. NO.11 TIME 01:16 PM 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 --------------------------------------------------------------------------- 0029 181.48 092510 N 0319.0 0030 148.16 092410 N 0329.0 0031 181.48 092310 N 0330.0 0032 148.16 092210 N 0332.0 0033 148.16 092110 N 0335.0 0034 148.16 092710 N 0337.0 0035 181.48 101110 N 0349.0 0036 181.48 101210 N 0352.0 0037 181.48 100910 N 0370.0 0039 185.52 100610 N 0377.0 0040 148.16 100710 N 0379.0 0041 148.16 100510 N 0381.0 0042 148.16 100410 N 0382.0 0043 164.82 110110 N 0394.0 0044 102.18 102110 N 0398.0 0045 153.27 101610 N 0407.0 0046 181.48 101510 N 0408.0 0047 181.48 101310 N 0409.0 0048 181.48 101410 N 0410.0 0049 164.82 110210 N 0415.0 0050 164.82 110310 N 0421.0 0051 164.82 112210 N 0435.0 0052 164.82 113010 N 0436.0 0053 164.82 110410 N 0444.0 0054 164.82 110510 N 0447.0 0055 148.16 110810 N 0448.0 011 0008 456.85 E.W. @ F.A.(+) 092910 N 0312.0 0011 1,457.46 110410 N 0445.0 017 0001 6,000.00 E.W. @ L.S.(+) 092010 N RE0001 0002 101,997.78 E.W. @ U.P (+) 092110 N RE0002 018 0001 376.72 E.W. @ F.A.(+) 100110 N 0354.0 0002 1,213.82 101110 N 0362.0 0003 690.53 101310 N 0414.0 0004 1,543.45 102510 N 0433.0 0005 1,807.46 102810 N 0434.0 0006 68.74 111710 N 0441.0 163,192.90 TOTAL THIS ESTIMATE 471,105.27 TOTAL PREVIOUS ESTIMATE 634,298.17 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 12/23/10 EST. NO.11 TIME 01:16 PM 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 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 01:16 PM ESTIMATE NO. 11 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 12/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 12/23/10 LOCATION 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 0.500 1,250.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 5.000 1,250.00 03 TIME-RELATED OVERHEAD WDAY 410.0000 180,400.00 143.000 58,630.00 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 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 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 1.000 16,000.00 (LOCATION 3) 10 TEMPORARY CREEK DIVERSION SYSTEM LS 23,000.0000 23,000.00 1.000 23,000.00 (LOCATION 4) 11 TEMPORARY CREEK DIVERSION SYSTEM LS 16,000.0000 16,000.00 1.000 16,000.00 (LOCATION 5) 12 TEMPORARY CREEK DIVERSION SYSTEM LS 23,000.0000 23,000.00 1.000 23,000.00 (LOCATION 6) 13 CONSTRUCTION SITE MANAGEMENT LS 2,500.0000 2,500.00 0.050 125.00 0.350 875.00 14 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.050 125.00 0.605 1,512.50 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 14,080.00 140.000 770.00 17 TEMPORARY CONSTRUCTION ENTRANCE EA 1,700.0000 10,200.00 0.750 1,275.00 11.750 19,975.00 18 TEMPORARY COVER M2 3.1000 7,967.00 988.000 3,062.80 19 TEMPORARY CHECK DAM M 6.4000 832.00 300.000 1,920.00 1,212.000 7,756.80 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 46.000 5,428.00 22 TEMPORARY HYDRAULIC MULCH M2 0.7500 12,900.00 40,053.850 30,040.39 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 01:16 PM ESTIMATE NO. 11 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 12/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 550.00 0.550 6,050.00 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 0.750 3,750.00 26 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.050 3,750.00 0.455 34,125.00 27 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.3000 53,530.00 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 2,251.000 7,878.50 31 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.050 1,250.00 0.383 9,575.00 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 25,200.00 703.400 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 9,970.850 14,956.28 STRIPE 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,625.00 3,086.700 4,630.05 40 REMOVE PAVEMENT MARKER EA 1.0000 270.00 2,316.000 2,316.00 41 REMOVE ROADSIDE SIGN EA 50.0000 1,100.00 0.000 0.00 42 REMOVE ASPHALT CONCRETE DIKE M 5.0000 500.00 100.000 500.00 43 REMOVE CULVERT M 21.0000 4,200.00 198.000 4,158.00 44 REMOVE PIPE M 58.0000 7,540.00 0.000 0.00 45 REMOVE INLET EA 510.0000 1,530.00 3.000 1,530.00 46 REMOVE HEADWALL EA 1,150.0000 16,100.00 12.500 14,375.00 47 REMOVE BASE AND SURFACING M3 10.5000 33,600.00 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 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 01:16 PM ESTIMATE NO. 11 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 12/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 55.300 3,649.80 51 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 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 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 5,250.00 250.000 5,250.00 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 11.750 264.38 2,835.550 63,799.88 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 80,847.00 673.000 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 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 489,738.00 241.920 14,999.04 7,483.170 463,956.54 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 4,858.000 4,469.36 69,318.000 63,772.56 68 EROSION CONTROL (NETTING) M2 4.3000 10,922.00 2,537.000 10,909.10 69 FIBER ROLLS M 7.5000 74,850.00 8,430.900 63,231.75 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 1.000 975.00 6.000 5,850.00 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 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 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 01:16 PM ESTIMATE NO. 11 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 12/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 24.040 1,875.12 26,905.220 2,098,607.16 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 34.870 1,743.50 85 STRUCTURAL CONCRETE, RETAINING WALL M3 715.0000 1,361,360.00 141.000 100,815.00 801.200 572,858.00 F) 86 CLASS 2 CONCRETE (BOX CULVERT) M3 1,390.0000 69,500.00 30.300 42,117.00 F) 87 CLASS 2 CONCRETE (WINGWALLS) M3 605.0000 187,550.00 193.400 117,007.00 F) 88 MINOR CONCRETE (MINOR STRUCTURE) M3 735.0000 95,550.00 99.560 73,176.60 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 90.000 6,840.00 350.000 26,600.00 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 15,742.000 31,484.00 F) 94 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 299,158.00 24,350.000 48,700.00 90,061.000 180,122.00 F) 95 SHOTCRETE M3 747.0000 234,558.00 20.940 15,642.18 261.070 195,019.29 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 22,120.00 142.000 22,436.00 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 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 01:16 PM ESTIMATE NO. 11 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 12/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,766.000 95,364.00 PIPE UNDERDRAIN 14 SOIL NAIL WALL DRAINAGE SYSTEM M2 25.0000 12,350.00 26.100 652.50 477.000 11,925.00 F) 15 PERMEABLE MATERIAL (BLANKET) M3 46.5000 263,655.00 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 A) 23 ROCK SLOPE PROTECTION M3 148.0000 26,640.00 201.900 29,881.20 (FACING, METHOD B) 24 ROCK SLOPE PROTECTION M3 161.0000 64,400.00 384.250 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 METHOD A) 26 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 94.0000 97,760.00 879.000 82,626.00 27 ROCK SLOPE PROTECTION FABRIC M2 5.4000 10,746.00 886.700 4,788.18 28 GEOMEMBRANE (WATER BARRIER) M2 11.5000 4,715.00 783.100 9,005.65 29 GEOTEXTILE (CUSHION FABRIC) M2 4.0000 3,280.00 816.000 3,264.00 30 MINOR CONCRETE (GUTTER) M 53.5000 38,092.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 01:16 PM ESTIMATE NO. 11 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 12/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,624.000 16,872.00 F) 32 FENCE (TYPE BW, WOOD POST) M 18.4000 828.00 45.000 828.00 45.000 828.00 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 108,290.00 156.000 9,282.00 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 1.000 3,000.00 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 3.000 2,100.00 40 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 24,700.00 4.000 7,600.00 41 CONCRETE BARRIER (TYPE 60) M 387.0000 4,644.00 0.000 0.00 42 CONCRETE BARRIER (TYPE 60C) M 362.0000 57,920.00 149.000 53,938.00 43 CONCRETE BARRIER (TYPE 60D) M 134.0000 94,738.00 0.000 0.00 F) 44 CONCRETE BARRIER (TYPE 736A) M 400.0000 72,000.00 126.600 50,640.00 45 CONCRETE BARRIER (TYPE 736B) M 1,200.0000 28,800.00 14.400 17,280.00 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 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 01:16 PM ESTIMATE NO. 11 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 12/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 205,055.58 7,308,670.31 ADJUSTMENT OF COMPENSATION 0.00 114,226.00 EXTRA WORK 163,192.90 520,072.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 368,248.48 7,942,968.48 51 MOBILIZATION LS 440,000.0000 440,000.00 1.000 440,000.00 ORIGINAL CONTRACT AMOUNT 10,972,373.50 TOTAL WORK COMPLETED 368,248.48 8,382,968.48 MATERIALS ON HAND ON SITE 93,157.56 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 368,248.48 8,476,126.04 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 03/21/12 135 93 0 0 70% 24% PROGRESS IS SATISFACTORY KISHIYAMA, DARIN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/10