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 06/16/10 EST. NO.23 TIME 09:14 AM R.E. NAME: KISHIYAMA, DARIN 04-2409U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 06/16/10 EST. NO.23 TIME 09:14 AM R.E. NAME: KISHIYAMA, DARIN 04-2409U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LABOR COMPLIANCE -1,000.00 16 LABOR COMPLAINCE 1,000.00 21 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2409U4 TIME 09:14 AM ESTIMATE NO. 23 BID OPENING 06/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 06/16/10 LOCATION PROGRESS ESTIMATE 04-SOL-80-8.1/R12.9 ----------------- GHILOTTI BROS IN SOLANO COUNTY IN VALLEJO AND 5199 FULTON DRIVE SUITE E FAIRFIELD FROM AMERICAN FAIRFIELD, CA 94534 CANYON ROAD OVERCROSSING TO GREEN VALLEY CREEK FED. AID NO. ACIM- 080-2(354)E WIDEN FREEWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 370,000.00 17.000 17,000.00 330.000 330,000.00 03 TEMPORARY FENCE (TYPE ESA) M 6.0000 12,840.00 821.000 4,926.00 04 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.750 30,000.00 05 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.890 1,780.00 S) PREVENTION PLAN 06 TEMPORARY SILT FENCE M 6.0000 11,580.00 1,800.000 10,800.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 12,000.00 8.000 12,000.00 08 TEMPORARY COVER M2 4.0000 6,440.00 2,010.000 8,040.00 09 TEMPORARY CHECK DAM M 120.0000 5,040.00 48.500 5,820.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 36,000.00 186.000 41,850.00 11 STREET SWEEPING LS 20,000.0000 20,000.00 0.980 19,600.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 1.000 5,000.00 13 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 0.950 10,450.00 S) 14 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.980 294,000.00 S) 15 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 7,240.00 7,240.000 7,240.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 7,250.00 290.000 7,250.00 S) 17 TEMPORARY PAVEMENT MARKER EA 3.5000 13,125.00 3,750.000 13,125.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 30,000.00 5.000 30,000.00 S) 19 TEMPORARY RAILING (TYPE K) M 15.9500 172,260.00 11,050.000 176,247.50 20 TEMPORARY CRASH CUSHION MODULE EA 135.0000 17,550.00 130.000 17,550.00 S) 21 ABANDON CULVERT EA 2,000.0000 2,000.00 1.000 2,000.00 22 REMOVE CHAIN LINK FENCE M 6.5000 4,875.00 1,123.000 7,299.50 S) PROGRAM CAS145 PAGE 2 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2409U4 TIME 09:14 AM ESTIMATE NO. 23 BID OPENING 06/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING M 20.0000 113,200.00 4,836.000 96,720.00 S) 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 6,180.00 2,060.000 6,180.00 S) STRIPE 25 REMOVE PAINTED TRAFFIC STRIPE M 1.1000 3,399.00 3,090.000 3,399.00 S) 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,550.00 1,849.250 1,849.25 S) 27 REMOVE PAVEMENT MARKER EA 1.0000 3,210.00 3,210.000 3,210.00 S) 28 REMOVE ASPHALT CONCRETE DIKE M 4.0000 32,880.00 8,220.000 32,880.00 29 REMOVE EDGE DRAIN M 15.0000 183,000.00 0.000 0.00 30 REMOVE INLET EA 400.0000 6,800.00 17.000 6,800.00 31 REMOVE DOWNDRAIN M 500.0000 500.00 1.000 500.00 32 REMOVE DELINEATOR EA 10.0000 800.00 80.000 800.00 33 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 2,600.00 13.000 2,600.00 34 RELOCATE ROADSIDE SIGN-TWO POST EA 300.0000 2,400.00 8.000 2,400.00 35 RELOCATE ROADSIDE SIGN EA 95.0000 2,185.00 23.000 2,185.00 (STRAP AND SADDLE BRACKET METHOD) 36 ADJUST INLET EA 1,000.0000 26,000.00 44.000 44,000.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.7400 155,556.00 89,400.000 155,556.00 S) 38 REMOVE CONCRETE CURB M 26.0000 11,960.00 460.000 11,960.00 39 REMOVE CONCRETE BARRIER (TYPE K) M 34.0000 3,332.00 122.000 4,148.00 40 REMOVE CONCRETE BARRIER (TYPE 50) M 38.0000 48,260.00 1,333.000 50,654.00 41 CLEAN BRIDGE DECK M2 4.0000 9,840.00 2,460.000 9,840.00 42 CAP INLET EA 1,000.0000 3,000.00 3.000 3,000.00 43 REMOVE CRASH CUSHION (SAND FILLED) EA 1,600.0000 3,200.00 2.000 3,200.00 S) 44 BRIDGE REMOVAL (PORTION), LOCATION A LS 18,000.0000 18,000.00 1.000 18,000.00 45 BRIDGE REMOVAL (PORTION), LOCATION B LS 55,000.0000 55,000.00 1.000 55,000.00 46 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 47 ROADWAY EXCAVATION M3 28.0000 196,840.00 7,500.000 210,000.00 48 ROADWAY EXCAVATION (TYPE Z-2) M3 170.0000 440,300.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 49 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 S) PROGRAM CAS145 PAGE 3 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2409U4 TIME 09:14 AM ESTIMATE NO. 23 BID OPENING 06/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 300.0000 7,500.00 29.660 8,898.00 F) 51 STRUCTURE BACKFILL (BRIDGE) M3 600.0000 9,000.00 17.870 10,722.00 F) 52 GEOSYNTHETIC REINFORCED EMBANKMENT M3 52.0000 489,840.00 9,904.000 515,008.00 53 CELLULAR SOIL REINFORCEMENT M2 28.0000 49,560.00 1,861.000 52,108.00 54 IMPORTED MATERIAL (SHOULDER BACKING) TONN 21.0000 331,800.00 11,850.000 248,850.00 55 HIGHWAY PLANTING LS 18,000.0000 18,000.00 1.000 18,000.00 S) 56 EROSION CONTROL (TYPE D) M2 1.1000 10,945.00 9,950.000 10,945.00 S) 57 EROSION CONTROL (NETTING) M2 3.5000 5,600.00 2,000.000 7,000.00 S) 58 FIBER ROLLS M 6.9000 10,350.00 1,600.000 11,040.00 S) 59 COMPOST, INCORPORATE M2 3.7000 10,656.00 2,764.000 10,226.80 S) 60 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 2.000 1,000.00 S) 61 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.500 6,000.00 S) 62 IRRIGATION SYSTEM LS 23,000.0000 23,000.00 1.000 23,000.00 S) 63 CLASS 3 AGGREGATE BASE M3 84.0000 36,120.00 537.000 45,108.00 64 SEAL RANDOM CRACKS LNKM 10,000.0000 50,000.00 5.000 50,000.00 65 REPLACE ASPHALT CONCRETE SURFACING M3 360.0000 90,000.00 250.000 90,000.00 66 ASPHALT CONCRETE (TYPE A) TONN 91.0000 5,623,800.00 70,394.330 6,405,884.03 67 ASPHALT CONCRETE (OPEN GRADED) TONN 94.0000 2,397,000.00 25,320.500 2,380,127.00 68 ASPHALT CONCRETE (LEVELING) TONN 91.0000 555,100.00 6,100.000 555,100.00 69 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 103.0000 3,965,500.00 35,160.100 3,621,490.30 70 PAVEMENT REINFORCING FABRIC M2 1.6000 198,400.00 137,370.000 219,792.00 71 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 23.0000 9,200.00 218.500 5,025.50 AREA) 72 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.6000 576.00 38.000 136.80 73 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.6000 27,036.00 7,610.000 27,396.00 74 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.6000 2,772.00 286.000 1,029.60 75 SHOULDER RUMBLE STRIP STA 110.0000 8,910.00 81.000 8,910.00 (AC, GROUND-IN INDENTATIONS) 76 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 160.00 400.000 400.00 PROGRAM CAS145 PAGE 4 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2409U4 TIME 09:14 AM ESTIMATE NO. 23 BID OPENING 06/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 REPLACE CONCRETE PAVEMENT M3 400.0000 104,000.00 372.550 149,020.00 (RAPID STRENGTH CONCRETE) 78 CRACK EXISTING CONCRETE PAVEMENT M2 0.5400 61,560.00 132,472.000 71,534.88 79 PAVEMENT TRANSITION TAPER M2 28.0000 101,640.00 3,630.000 101,640.00 80 GRIND EXISTING CONCRETE M2 7.5000 22,725.00 3,500.000 26,250.00 S) PAVEMENT 81 STRUCTURAL CONCRETE, BRIDGE M3 2,925.0000 351,000.00 100.100 292,792.50 F) 82 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 90,000.00 75.000 90,000.00 F) 83 CLEAN EXPANSION JOINT M 60.0000 10,560.00 0.000 0.00 S) 84 JOINT SEAL (MR 15 MM) M 145.0000 26,245.00 0.000 0.00 S) 85 BAR REINFORCING STEEL (BRIDGE) KG 3.8000 59,280.00 12,134.000 46,109.20 SF) 86 TREAT BRIDGE DECK M2 2.5000 6,150.00 2,460.000 6,150.00 F) 87 FURNISH BRIDGE DECK TREATMENT MATERIAL L 24.0000 28,320.00 1,158.000 27,792.00 88 450 MM ALTERNATIVE PIPE CULVERT M 200.0000 34,000.00 315.000 63,000.00 89 300 MM CORRUGATED STEEL PIPE M 215.0000 45,150.00 225.000 48,375.00 (2.01 MM THICK) 90 450 MM CORRUGATED STEEL PIPE M 300.0000 3,000.00 12.000 3,600.00 (2.01 MM THICK) 91 600 MM CORRUGATED STEEL PIPE M 700.0000 700.00 1.000 700.00 (2.01 MM THICK) 92 1050 MM CORRUGATED STEEL PIPE M 1,000.0000 1,000.00 1.000 1,000.00 (2.01 MM THICK) 93 ROCK SLOPE PROTECTION M3 400.0000 1,200.00 3.000 1,200.00 (FACING, METHOD B) 94 ROCK SLOPE PROTECTION FABRIC M2 9.0000 90.00 10.000 90.00 95 MINOR CONCRETE (MISCELLANEOUS M3 625.0000 150,000.00 297.500 185,937.50 CONSTRUCTION) 96 MISCELLANEOUS IRON AND STEEL KG 2.9900 34,695.96 11,604.000 34,695.96 SF) 97 BRIDGE DECK DRAINAGE SYSTEM LS 1,800.0000 1,800.00 1.000 1,800.00 S) 98 CHAIN LINK FENCE (TYPE CL-1.8) M 42.0000 31,500.00 1,123.000 47,166.00 S) 99 DELINEATOR (CLASS 1) EA 30.0000 2,400.00 52.000 1,560.00 00 GUARD RAILING DELINEATOR EA 10.0000 4,900.00 0.000 0.00 01 OBJECT MARKER (TYPE R) EA 90.0000 180.00 0.000 0.00 02 OBJECT MARKER (TYPE L-1) EA 50.0000 1,050.00 8.000 400.00 03 CONCRETE BARRIER MARKER EA 10.0000 3,600.00 343.000 3,430.00 PROGRAM CAS145 PAGE 5 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2409U4 TIME 09:14 AM ESTIMATE NO. 23 BID OPENING 06/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 METAL BEAM GUARD RAILING (WOOD POST) M 94.0000 173,900.00 1,021.000 95,974.00 S) 05 TRANSITION RAILING (TYPE WB) EA 4,000.0000 28,000.00 7.000 28,000.00 S) 06 END CAP (TYPE TC) EA 100.0000 700.00 7.000 700.00 S) 07 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 17,000.00 17.000 17,000.00 S) 08 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 1.000 3,000.00 S) 09 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 46,000.00 18.000 41,400.00 S) 10 CRASH CUSHION, SAND FILLED EA 4,000.0000 8,000.00 2.000 8,000.00 S) 11 CONCRETE BARRIER (TYPE 60C) M 215.0000 1,128,750.00 5,470.880 1,176,239.20 12 CONCRETE BARRIER (TYPE 736) M 335.0000 90,785.00 271.000 90,785.00 F) 13 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 4,450.00 111.250 5,562.50 S) 14 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 26,480.00 41,375.000 33,100.00 S) 15 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,640.00 1,650.000 3,300.00 S) 16 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 120.00 150.000 150.00 S) (BROKEN 3.66 M - 0.92 M) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 180.00 71,050.000 71,050.00 S) (BROKEN 5.18 M - 2.14 M) 18 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 27,800.00 16,146.000 32,292.00 S) 19 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 28,680.00 9,660.000 28,980.00 S) 20 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 21 INDUCTIVE LOOP DETECTOR (REPLACE) LS 17,000.0000 17,000.00 1.000 17,000.00 S) PROGRAM CAS145 PAGE 6 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2409U4 TIME 09:14 AM ESTIMATE NO. 23 BID OPENING 06/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 17,000.00 19,006,582.02 ADJUSTMENT OF COMPENSATION 0.00 288,686.57 EXTRA WORK 0.00 1,083,517.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 17,000.00 20,378,786.14 22 MOBILIZATION LS 1453,000.0000 1,453,000.00 1.000 1,453,000.00 ORIGINAL CONTRACT AMOUNT 20,654,247.96 TOTAL WORK COMPLETED 17,000.00 21,831,786.14 MATERIALS ON HAND ON SITE 181,126.38 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 17,000.00 22,012,912.52 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 07/21/08 620 09/15/08 09/15/08 09/20/10 306 131 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY KISHIYAMA, DARIN RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 06/16/10