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 01/20/12 EST. NO.24 TIME 07:52 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 0548 909.93 E.W. @ F.A.(+) 112111 N 0816.0 010 0064 1,567.43 E.W. @ F.A.(+) 010311 N 0488.0 0066 2,360.71 122810 N 0496.0 4,838.07 TOTAL THIS ESTIMATE 2,302,772.88 TOTAL PREVIOUS ESTIMATE 2,307,610.95 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 01/20/12 EST. NO.24 TIME 07:52 AM R.E. NAME: KISHIYAMA, DARIN 04-283814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING CHARGE 62 -1,065.00 18 FOR SURVEY RESTAKING -1,065.00 22 0.00 -2,130.00 LABOR COMPLIANCE VIOLATION INADEQUATE PAYROLL -10,000.00 20 PAYROLL DEDUCTION RE 10,000.00 21 0.00 0.00 TOTAL DEDUCTIONS 0.00 -2,130.00 PROGRAM CAS145 PAGE 1 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 07:52 AM ESTIMATE NO. 24 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 01/20/12 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 01/20/12 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.900 2,250.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 6.000 1,500.00 003 TIME-RELATED OVERHEAD WDAY 410.0000 180,400.00 21.000 8,610.00 365.000 149,650.00 004 TEMPORARY FENCE (TYPE BW) M 8.2000 30,094.00 3,844.860 31,527.85 005 TEMPORARY FENCE (TYPE ESA) M 6.2000 11,718.00 1,986.150 12,314.13 006 TEMPORARY SHORING M2 137.0000 104,120.00 44.400 6,082.80 007 TEMPORARY CREEK DIVERSION SYSTEM LS 16,000.0000 16,000.00 1.000 16,000.00 (LOCATION 1) 008 TEMPORARY CREEK DIVERSION SYSTEM LS 18,500.0000 18,500.00 1.000 18,500.00 (LOCATION 2) 009 TEMPORARY CREEK DIVERSION SYSTEM LS 16,000.0000 16,000.00 1.000 16,000.00 (LOCATION 3) 010 TEMPORARY CREEK DIVERSION SYSTEM LS 23,000.0000 23,000.00 1.000 23,000.00 (LOCATION 4) 011 TEMPORARY CREEK DIVERSION SYSTEM LS 16,000.0000 16,000.00 1.000 16,000.00 (LOCATION 5) 012 TEMPORARY CREEK DIVERSION SYSTEM LS 23,000.0000 23,000.00 1.000 23,000.00 (LOCATION 6) 013 CONSTRUCTION SITE MANAGEMENT LS 2,500.0000 2,500.00 0.100 250.00 1.000 2,500.00 014 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.905 2,262.50 PREVENTION PLAN 015 TEMPORARY SILT FENCE M 8.0000 35,040.00 4,507.200 36,057.60 016 TEMPORARY GRAVEL BAG BERM M 5.5000 14,080.00 295.000 1,622.50 017 TEMPORARY CONSTRUCTION ENTRANCE EA 1,700.0000 10,200.00 15.000 25,500.00 018 TEMPORARY COVER M2 3.1000 7,967.00 988.000 3,062.80 019 TEMPORARY CHECK DAM M 6.4000 832.00 1,457.000 9,324.80 020 MOVE-IN/MOVE-OUT EA 825.0000 4,950.00 9.000 7,425.00 (TEMPORARY EROSION CONTROL) 021 TEMPORARY DRAINAGE INLET PROTECTION EA 118.0000 7,080.00 70.000 8,260.00 022 TEMPORARY HYDRAULIC MULCH M2 0.7500 12,900.00 48,149.850 36,112.39 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 07:52 AM ESTIMATE NO. 24 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 01/20/12 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 01/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 11,000.0000 11,000.00 0.050 550.00 1.000 11,000.00 024 TEMPORARY CONCRETE WASHOUT BIN EA 800.0000 11,200.00 11.000 8,800.00 025 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.250 1,250.00 1.000 5,000.00 026 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.095 7,125.00 1.000 75,000.00 027 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.3000 53,530.00 0.000 0.00 028 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 900.00 0.000 0.00 029 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 10,000.00 0.000 0.00 030 TEMPORARY PAVEMENT MARKER EA 3.5000 2,905.00 2,251.000 7,878.50 031 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.067 1,675.00 1.000 25,000.00 032 TEMPORARY RAILING (TYPE K) M 15.0000 41,700.00 2,780.000 41,700.00 033 TEMPORARY CRASH CUSHION MODULE EA 175.0000 43,750.00 77.000 13,475.00 034 ABANDON CULVERT EA 500.0000 500.00 3.000 1,500.00 035 REMOVE FENCE M 5.0000 29,750.00 5,950.000 29,750.00 036 REMOVE METAL BEAM GUARD RAILING M 20.0000 25,200.00 1,221.600 24,432.00 037 REMOVE FLARED END SECTION EA 225.0000 225.00 1.000 225.00 038 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5000 2,760.00 9,970.850 14,956.28 STRIPE 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,625.00 3,086.700 4,630.05 040 REMOVE PAVEMENT MARKER EA 1.0000 270.00 2,316.000 2,316.00 041 REMOVE ROADSIDE SIGN EA 50.0000 1,100.00 0.000 0.00 042 REMOVE ASPHALT CONCRETE DIKE M 5.0000 500.00 100.000 500.00 043 REMOVE CULVERT M 21.0000 4,200.00 198.000 4,158.00 044 REMOVE PIPE M 58.0000 7,540.00 87.000 5,046.00 045 REMOVE INLET EA 510.0000 1,530.00 3.000 1,530.00 046 REMOVE HEADWALL EA 1,150.0000 16,100.00 12.500 14,375.00 047 REMOVE BASE AND SURFACING M3 10.5000 33,600.00 3,200.000 33,600.00 048 RELOCATE ROADSIDE SIGN EA 150.0000 5,550.00 33.000 4,950.00 049 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 7,920.00 2,254.000 10,143.00 PROGRAM CAS145 PAGE 3 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 07:52 AM ESTIMATE NO. 24 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 01/20/12 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 01/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE M3 66.0000 5,412.00 66.300 4,375.80 051 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 0.080 12,000.00 1.000 150,000.00 052 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 053 ROADWAY EXCAVATION M3 10.5000 601,650.00 64,546.000 677,733.00 054 LEAD COMPLIANCE PLAN LS 3,300.0000 3,300.00 1.000 3,300.00 055 CHANNEL EXCAVATION M3 21.0000 5,250.00 250.000 5,250.00 056 STRUCTURE EXCAVATION (RETAINING WALL) M3 16.0000 53,920.00 3,370.000 53,920.00 (F) 057 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 22.5000 64,710.00 2,876.000 64,710.00 (F) 058 STRUCTURE BACKFILL (SLURRY CEMENT) M3 140.0000 5,040.00 36.000 5,040.00 (F) 059 STRUCTURE BACKFILL (RETAINING WALL) M3 39.0000 80,847.00 2,073.000 80,847.00 (F) 060 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 53.0000 6,731.00 127.000 6,731.00 (F) 061 PERVIOUS BACKFILL MATERIAL (RETAINING M3 74.0000 12,876.00 174.000 12,876.00 (F) WALL) 062 SAND BACKFILL M3 236.0000 1,416.00 6.000 1,416.00 063 CONCRETE BACKFILL (FAST SETTING M3 465.0000 124,620.00 268.000 124,620.00 (F) CONCRETE) 064 SOIL NAIL ASSEMBLY M 62.0000 489,738.00 7,889.070 489,122.34 065 IMPORTED MATERIAL (SHOULDER BACKING) TONN 39.0000 14,820.00 113.630 4,431.57 066 EROSION CONTROL (COMPOST BLANKET) M3 130.0000 28,600.00 220.000 28,600.00 067 EROSION CONTROL (TYPE D) M2 0.9200 63,112.00 88,110.076 81,061.27 068 EROSION CONTROL (NETTING) M2 4.3000 10,922.00 2,537.000 10,909.10 069 FIBER ROLLS M 7.5000 74,850.00 11,692.920 87,696.90 070 COMPOST, INCORPORATE M2 40.0000 7,600.00 190.000 7,600.00 071 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 975.0000 5,850.00 10.000 9,750.00 072 PLANT (GROUP M) EA 5.5000 5,115.00 0.000 0.00 073 PLANT (GROUP W) EA 65.0000 2,925.00 0.000 0.00 074 PLANT ESTABLISHMENT WORK LS 14,500.0000 14,500.00 0.200 2,900.00 0.400 5,800.00 075 CLASS 3 AGGREGATE BASE M3 36.0000 554,400.00 15,558.000 560,088.00 076 REPLACE ASPHALT CONCRETE SURFACING M3 230.0000 184,000.00 819.025 188,375.75 PROGRAM CAS145 PAGE 4 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 07:52 AM ESTIMATE NO. 24 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 01/20/12 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 01/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 HOT MIX ASPHALT TONN 78.0000 2,815,800.00 39,804.410 3,104,743.98 078 SHOULDER RUMBLE STRIP STA 72.0000 6,984.00 96.800 6,969.60 (HMA,GROUND-IN INDENTATIONS) 079 CENTER RUMBLE STRIP (HMA, GROUND-IN STA 77.0000 2,849.00 37.000 2,849.00 INDENTATIONS) 080 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000.00 081 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 6.2500 250.00 37.000 231.25 082 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 6.2500 3,937.50 629.000 3,931.25 083 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 6.2500 1,812.50 282.000 1,762.50 084 TACK COAT TONN 50.0000 4,500.00 54.480 2,724.00 085 STRUCTURAL CONCRETE, RETAINING WALL M3 715.0000 1,361,360.00 880.000 629,200.00 (F) 086 CLASS 2 CONCRETE (BOX CULVERT) M3 1,390.0000 69,500.00 50.000 69,500.00 (F) 087 CLASS 2 CONCRETE (WINGWALLS) M3 605.0000 187,550.00 310.000 187,550.00 (F) 088 MINOR CONCRETE (MINOR STRUCTURE) M3 735.0000 95,550.00 131.370 96,556.95 (F) 089 MINOR CONCRETE (BACKFILL) M3 118.0000 15,104.00 306.000 36,108.00 (F) 090 ARCHITECTURAL TREATMENT M2 76.0000 177,080.00 0.000 0.00 (F) 091 ARCHITECTURAL TREATMENT (RETAINING WALL) M2 76.0000 55,404.00 729.000 55,404.00 (F) 092 PRECAST CONCRETE BOX CULVERT (2440MM X M 3,300.0000 29,700.00 9.000 29,700.00 2135MM) 093 BAR REINFORCING STEEL KG 2.0000 47,688.00 23,844.000 47,688.00 (F) 094 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 299,158.00 149,579.000 299,158.00 (F) 095 SHOTCRETE M3 747.0000 234,558.00 314.000 234,558.00 (F) 096 FURNISH SINGLE SHEET ALUMINUM SIGN M2 134.0000 670.00 1.810 242.54 6.810 912.54 (1.6 MM-UNFRAMED) 097 ROADSIDE SIGN - ONE POST EA 180.0000 1,440.00 13.000 2,340.00 21.000 3,780.00 098 PREPARE AND STAIN CONCRETE M2 13.5000 46,237.50 0.000 0.00 (F) 099 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 108.0000 128,520.00 1,190.100 128,530.80 100 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 158.0000 22,120.00 221.100 34,933.80 101 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 311.0000 9,952.00 19.500 6,064.50 102 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 243.0000 3,402.00 15.630 3,798.09 103 750 MM ALTERNATIVE PIPE CULVERT M 250.0000 9,250.00 37.000 9,250.00 PROGRAM CAS145 PAGE 5 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 07:52 AM ESTIMATE NO. 24 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 01/20/12 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 01/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 900 MM ALTERNATIVE PIPE CULVERT M 272.0000 19,584.00 72.000 19,584.00 105 1200 MM ALTERNATIVE PIPE CULVERT M 284.0000 10,224.00 36.000 10,224.00 106 450 MM PLASTIC PIPE M 136.0000 11,832.00 0.000 0.00 107 450 MM CORRUGATED STEEL PIPE WITH M 177.0000 4,071.00 12.000 2,124.00 POLYMERIC SHEET COATING (1.3 MM THICK) 108 900 MM CORRUGATED STEEL PIPE WITH M 1,275.0000 25,500.00 20.000 25,500.00 POLYMERIC SHEET COATING (1.3 MM THICK) 109 1050 MM CORRUGATED STEEL PIPE WITH M 355.0000 8,520.00 18.500 6,567.50 POLYMERIC SHEET COATING (1.3 MM THICK) 110 1200 MM CORRUGATED STEEL PIPE WITH M 344.0000 22,016.00 64.000 22,016.00 POLYMERIC SHEET COATING (1.3 MM THICK) 111 1650 MM CORRUGATED STEEL PIPE WITH M 492.0000 12,300.00 24.500 12,054.00 POLYMERIC SHEET COATING (1.3 MM THICK) 112 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) 113 200 MM PERFORATED PLASTIC M 54.0000 129,600.00 2,577.700 139,195.80 PIPE UNDERDRAIN 114 SOIL NAIL WALL DRAINAGE SYSTEM M2 25.0000 12,350.00 494.000 12,350.00 (F) 115 PERMEABLE MATERIAL (BLANKET) M3 46.5000 263,655.00 5,638.000 262,167.00 116 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 360.0000 2,160.00 6.000 2,160.00 117 450 MM ALTERNATIVE FLARED END SECTION EA 320.0000 3,520.00 7.000 2,240.00 118 600 MM ALTERNATIVE FLARED END SECTION EA 365.0000 1,460.00 3.000 1,095.00 119 750 MM ALTERNATIVE FLARED END SECTION EA 465.0000 465.00 1.000 465.00 120 900 MM ALTERNATIVE FLARED END SECTION EA 615.0000 615.00 1.000 615.00 121 1050 MM ALTERNATIVE FLARED END SECTION EA 1,530.0000 1,530.00 0.000 0.00 122 ROCK SLOPE PROTECTION (1/4 TON, METHOD M3 126.0000 13,860.00 79.000 9,954.00 A) 123 ROCK SLOPE PROTECTION M3 148.0000 26,640.00 201.900 29,881.20 (FACING, METHOD B) 124 ROCK SLOPE PROTECTION M3 161.0000 64,400.00 429.250 69,109.25 (BACKING NO. 3, METHOD B) 125 ROCK SLOPE PROTECTION (BACKING NO. 3, M3 232.0000 9,280.00 32.000 7,424.00 METHOD A) 126 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 94.0000 97,760.00 1,061.000 99,734.00 127 ROCK SLOPE PROTECTION FABRIC M2 5.4000 10,746.00 1,391.200 7,512.48 128 GEOMEMBRANE (WATER BARRIER) M2 11.5000 4,715.00 783.100 9,005.65 129 GEOTEXTILE (CUSHION FABRIC) M2 4.0000 3,280.00 816.000 3,264.00 130 MINOR CONCRETE (GUTTER) M 53.5000 38,092.00 712.000 38,092.00 (F) PROGRAM CAS145 PAGE 6 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 07:52 AM ESTIMATE NO. 24 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 01/20/12 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 01/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 MISCELLANEOUS IRON AND STEEL KG 3.0000 22,656.00 7,904.000 23,712.00 (F) 132 FENCE (TYPE BW, WOOD POST) M 18.4000 828.00 45.000 828.00 133 DELINEATOR (CLASS 1) EA 30.0000 4,800.00 0.000 0.00 134 OBJECT MARKER (TYPE L-1) EA 35.0000 595.00 0.000 0.00 135 METAL BEAM GUARD RAILING (WOOD POST) M 59.5000 108,290.00 1,944.300 115,685.85 136 CABLE RAILING M 49.2500 35,066.00 712.000 35,066.00 (F) 137 TRANSITION RAILING (TYPE WB) EA 3,000.0000 30,000.00 11.000 33,000.00 138 END CAP (TYPE A) EA 250.0000 750.00 3.000 750.00 139 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 4,200.00 6.000 4,200.00 140 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 24,700.00 13.000 24,700.00 141 CONCRETE BARRIER (TYPE 60) M 387.0000 4,644.00 34.860 13,490.82 142 CONCRETE BARRIER (TYPE 60C) M 362.0000 57,920.00 149.000 53,938.00 143 CONCRETE BARRIER (TYPE 60D) M 134.0000 94,738.00 707.000 94,738.00 (F) 144 CONCRETE BARRIER (TYPE 736A) M 400.0000 72,000.00 155.950 62,380.00 145 CONCRETE BARRIER (TYPE 736B) M 1,200.0000 28,800.00 22.500 27,000.00 38.500 46,200.00 146 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 3,040.00 75.000 3,000.00 147 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 18,615.00 21,985.000 18,687.25 148 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 560.00 270.500 541.00 149 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 4,380.00 1,456.000 4,368.00 150 FLASHING BEACON AND LIGHTING LS 40,000.0000 40,000.00 0.250 10,000.00 1.000 40,000.00 PROGRAM CAS145 PAGE 7 DATE 01/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-283814 TIME 07:52 AM ESTIMATE NO. 24 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 01/20/12 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 01/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 73,942.54 9,833,793.99 ADJUSTMENT OF COMPENSATION 0.00 396,376.94 EXTRA WORK 4,838.07 1,911,234.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 78,780.61 12,141,404.94 151 MOBILIZATION LS 440,000.0000 440,000.00 1.000 440,000.00 ORIGINAL CONTRACT AMOUNT 10,972,373.50 TOTAL WORK COMPLETED 78,780.61 12,581,404.94 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,130.00 TOTAL 78,780.61 12,579,274.94 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 05/07/12 365 135 0 0 98% 65% PROGRESS IS SATISFACTORY KISHIYAMA, DARIN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/20/12