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 07/21/11 EST. NO.18 TIME 05:17 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 0385 4,286.68 E.W. @ F.A.(+) 032511 N 0561.0 0387 242.49 050611 N 0576.0 0389 484.97 050911 N 0577.0 0390 409.99 051011 N 0578.0 0391 1,057.30 051111 N 0579.0 0392 881.21 051111 N 0580.0 0393 834.56 051211 N 0581.0 0394 998.02 051211 N 0582.0 0395 619.63 051311 N 0583.0 0396 820.22 051311 N 0584.0 005 0001 34,093.63 A.C. @ U.P.(+) 071811 N RE0001 011 0015 2,505.09 E.W. @ F.A.(+) 050211 N 0575.0 020 0023 14,982.18 E.W. @ F.A.(+) 042011 N 0586.0 0025 1,165.10 050211 N 0591.0 0026 5,843.29 042511 N 0587.1 028 0003 414,608.60 E.W. @ L.S.(+) 071811 N RE0003 483,832.96 TOTAL THIS ESTIMATE 1,509,815.30 TOTAL PREVIOUS ESTIMATE 1,993,648.26 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 07/21/11 EST. NO.18 TIME 05:17 PM R.E. NAME: KISHIYAMA, DARIN 04-283814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING CHARGE 62 -1,065.00 18 -1,065.00 -1,065.00 TOTAL DEDUCTIONS -1,065.00 -1,065.00 PROGRAM CAS145 PAGE 1 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 05:17 PM ESTIMATE NO. 18 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 07/20/11 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 07/21/11 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 0.050 125.00 0.750 1,875.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 6.000 1,500.00 03 TIME-RELATED OVERHEAD WDAY 410.0000 180,400.00 20.000 8,200.00 246.000 100,860.00 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 0.750 13,875.00 0.750 13,875.00 (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 0.600 1,500.00 14 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.855 2,137.50 PREVENTION PLAN 15 TEMPORARY SILT FENCE M 8.0000 35,040.00 4,147.200 33,177.60 16 TEMPORARY GRAVEL BAG BERM M 5.5000 14,080.00 295.000 1,622.50 17 TEMPORARY CONSTRUCTION ENTRANCE EA 1,700.0000 10,200.00 1.000 1,700.00 15.000 25,500.00 18 TEMPORARY COVER M2 3.1000 7,967.00 988.000 3,062.80 19 TEMPORARY CHECK DAM M 6.4000 832.00 1,457.000 9,324.80 20 MOVE-IN/MOVE-OUT EA 825.0000 4,950.00 1.000 825.00 8.000 6,600.00 (TEMPORARY EROSION CONTROL) 21 TEMPORARY DRAINAGE INLET PROTECTION EA 118.0000 7,080.00 70.000 8,260.00 22 TEMPORARY HYDRAULIC MULCH M2 0.7500 12,900.00 4,048.000 3,036.00 44,101.850 33,076.39 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 05:17 PM ESTIMATE NO. 18 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 07/20/11 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.800 8,800.00 24 TEMPORARY CONCRETE WASHOUT BIN EA 800.0000 11,200.00 10.000 8,000.00 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 0.755 56,625.00 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 0.783 19,575.00 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 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 05:17 PM ESTIMATE NO. 18 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 07/20/11 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 11.000 726.00 66.300 4,375.80 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 64,546.000 677,733.00 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 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 2,073.000 80,847.00 F) 60 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 53.0000 6,731.00 71.000 3,763.00 F) 61 PERVIOUS BACKFILL MATERIAL (RETAINING M3 74.0000 12,876.00 174.000 12,876.00 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 7,889.070 489,122.34 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 76,199.000 70,103.08 68 EROSION CONTROL (NETTING) M2 4.3000 10,922.00 2,537.000 10,909.10 69 FIBER ROLLS M 7.5000 74,850.00 266.000 1,995.00 8,946.900 67,101.75 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 8.000 7,800.00 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 15,558.000 560,088.00 76 REPLACE ASPHALT CONCRETE SURFACING M3 230.0000 184,000.00 24.065 5,534.95 819.025 188,375.75 PROGRAM CAS145 PAGE 4 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 05:17 PM ESTIMATE NO. 18 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 07/20/11 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,727.660 368,757.48 31,632.880 2,467,364.64 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 1,361,360.00 880.000 629,200.00 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 10.000 6,050.00 203.400 123,057.00 F) 88 MINOR CONCRETE (MINOR STRUCTURE) M3 735.0000 95,550.00 124.670 91,632.45 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 42.000 3,192.00 513.000 38,988.00 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 2,704.000 5,408.00 18,446.000 36,892.00 F) 94 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 299,158.00 149,579.000 299,158.00 F) 95 SHOTCRETE M3 747.0000 234,558.00 314.000 234,558.00 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 1,152.000 124,416.00 00 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 158.0000 22,120.00 175.000 27,650.00 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 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 05:17 PM ESTIMATE NO. 18 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 07/20/11 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,400.000 129,600.00 PIPE UNDERDRAIN 14 SOIL NAIL WALL DRAINAGE SYSTEM M2 25.0000 12,350.00 477.000 11,925.00 F) 15 PERMEABLE MATERIAL (BLANKET) M3 46.5000 263,655.00 5,638.000 262,167.00 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 38,092.00 241.000 12,893.50 241.000 12,893.50 F) PROGRAM CAS145 PAGE 6 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 05:17 PM ESTIMATE NO. 18 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 07/20/11 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,040.000 21,120.00 F) 32 FENCE (TYPE BW, WOOD POST) M 18.4000 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 35,066.00 411.000 20,241.75 411.000 20,241.75 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 14.000 5,600.00 140.600 56,240.00 45 CONCRETE BARRIER (TYPE 736B) M 1,200.0000 28,800.00 1.600 1,920.00 16.000 19,200.00 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 0.500 20,000.00 PROGRAM CAS145 PAGE 7 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 05:17 PM ESTIMATE NO. 18 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 07/20/11 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 465,754.68 8,398,689.56 ADJUSTMENT OF COMPENSATION 34,093.63 255,402.92 EXTRA WORK 449,739.33 1,738,245.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 949,587.64 10,392,337.82 51 MOBILIZATION LS 440,000.0000 440,000.00 1.000 440,000.00 ORIGINAL CONTRACT AMOUNT 10,972,373.50 TOTAL WORK COMPLETED 949,587.64 10,832,337.82 MATERIALS ON HAND ON SITE 15,910.46 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,065.00 -1,065.00 TOTAL 948,522.64 10,847,183.28 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 05/07/12 246 129 0 0 88% 44% PROGRESS IS SATISFACTORY KISHIYAMA, DARIN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/11