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 12/21/09 EST. NO.12 TIME 12:54 PM R.E. NAME: LEW, MIKE 05-485624 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 010 0004 3,323.29 E.W. @ F.A.(+) 080409 N 0020.0 0010 3,522.38 081909 N 0022.1 0011 4,239.69 082009 N 0023.1 0016 2,879.64 092909 N 0042.0 0017 2,706.73 093009 N 0043.0 020 0001 268.50 E.W. @ F.A.(+) 090809 N 29.0 0 16,940.23 TOTAL THIS ESTIMATE 106,179.54 TOTAL PREVIOUS ESTIMATE 123,119.77 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 12/21/09 EST. NO.12 TIME 12:54 PM R.E. NAME: LEW, MIKE 05-485624 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 08 REL EST #08 5,000.00 10 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485624 TIME 12:54 PM ESTIMATE NO. 12 BID OPENING 09/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 12/21/09 LOCATION PROGRESS ESTIMATE 05-SLO-101-13.2/18.3 ----------------- R G W CONSTRUCTION INC IN SAN LUIS OBISPO COUNTY NEAR P O BOX 2910 PISMO BEACH AT VARIOUS LOCATIONS LIVERMORE CA 94551 FROM 0.2 KM N OF ROUTE 227 TO 0.2 KM S OF ROUTE 101/1 SEPARATION FED. AID NO. N O N 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 3,750.0000 3,750.00 0.250 937.50 02 TIME-RELATED OVERHEAD WDAY 720.0000 140,400.00 181.000 130,320.00 03 CONSTRUCTION SITE MANAGEMENT LS 5,800.0000 5,800.00 0.584 3,387.20 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.734 1,835.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL M 10.0000 4,800.00 131.520 1,315.20 1,448.024 14,480.24 06 TEMPORARY SILT FENCE M 8.0000 880.00 0.000 0.00 07 TEMPORARY GRAVEL BAG BERM M 16.0000 3,200.00 0.000 0.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 2,750.0000 16,500.00 1.000 2,750.00 09 TEMPORARY COVER M2 4.0000 1,000.00 1,059.000 4,236.00 1,059.000 4,236.00 10 TEMPORARY CHECK DAM M 18.0000 864.00 0.000 0.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 5,600.00 8.000 2,800.00 12 STREET SWEEPING LS 25,000.0000 25,000.00 0.584 14,600.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,550.0000 5,550.00 0.584 3,241.20 14 CONSTRUCTION AREA SIGNS LS 7,640.0000 7,640.00 0.878 6,707.92 S) 15 TRAFFIC CONTROL SYSTEM LS 52,000.0000 52,000.00 0.928 48,256.00 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5500 1,221.00 1,947.900 1,071.35 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,020.00 25.000 750.00 S) 18 TEMPORARY PAVEMENT MARKER EA 20.0000 340.00 41.000 820.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.928 13,920.00 S) 20 TEMPORARY RAILING (TYPE K) M 40.0000 63,200.00 1,721.620 68,864.80 21 TEMPORARY CRASH CUSHION MODULE EA 200.0000 5,600.00 28.000 5,600.00 S) 22 REMOVE METAL BEAM GUARD RAILING M 31.0000 744.00 22.680 703.08 S) PROGRAM CAS145 PAGE 2 DATE 12/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485624 TIME 12:54 PM ESTIMATE NO. 12 BID OPENING 09/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 12/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FLARED END SECTION EA 350.0000 700.00 2.000 700.00 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 3,160.00 635.820 2,543.28 S) 25 REMOVE PAVEMENT MARKER EA 6.0000 48.00 57.000 342.00 S) 26 REMOVE ROADSIDE SIGN EA 400.0000 1,600.00 3.000 1,200.00 (LAMINATED WOOD BOX POST) 27 REMOVE SIGN STRUCTURE EA 6,600.0000 6,600.00 0.000 0.00 S) 28 REMOVE PIPE M 50.0000 2,950.00 19.400 970.00 29 REMOVE INLET EA 400.0000 1,200.00 2.000 800.00 30 REMOVE HEADWALL EA 5,000.0000 5,000.00 1.000 5,000.00 31 RESET ROADSIDE SIGN EA 250.0000 250.00 0.000 0.00 32 RELOCATE ROADSIDE SIGN-ONE POST EA 250.0000 250.00 0.500 125.00 33 RELOCATE ROADSIDE SIGN-TWO POST EA 350.0000 350.00 0.500 175.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 15,450.00 0.000 0.00 S) 35 REMOVE CONCRETE (CHANNEL) M3 70.0000 5,880.00 111.783 7,824.81 36 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.067 2,680.00 0.900 36,000.00 37 ROADWAY EXCAVATION M3 28.0000 211,400.00 6,613.646 185,182.09 38 ROADWAY EXCAVATION (TYPE Z-2) M3 160.0000 36,800.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 39 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.750 1,500.00 40 SHOULDER BACKING TONN 75.0000 4,725.00 0.000 0.00 41 STRUCTURE EXCAVATION (RETAINING WALL) M3 42.0000 118,020.00 500.000 21,000.00 500.000 21,000.00 F) 42 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 12.5000 11,750.00 927.625 11,595.31 F) 43 STRUCTURE BACKFILL (RETAINING WALL) M3 32.0000 58,016.00 0.000 0.00 F) 44 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 100.0000 11,500.00 0.000 0.00 F) 45 DITCH EXCAVATION M3 44.0000 4,356.00 90.919 4,000.44 46 SOIL NAIL ASSEMBLY M 93.0000 281,790.00 3,030.000 281,790.00 S) 47 IMPORTED BORROW M3 6.0000 13,200.00 0.000 0.00 48 HIGHWAY PLANTING LS 44,500.0000 44,500.00 0.000 0.00 S) 49 EROSION CONTROL (TYPE D) M2 1.3000 15,080.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 12/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485624 TIME 12:54 PM ESTIMATE NO. 12 BID OPENING 09/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 12/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 350.0000 1,050.00 0.000 0.00 S) 51 PLANT (GROUP W) EA 16.0000 640.00 0.000 0.00 S) 52 PLANT ESTABLISHMENT WORK LS 18,500.0000 18,500.00 0.000 0.00 S) 53 IRRIGATION SYSTEM LS 140,000.0000 140,000.00 0.000 0.00 S) 54 250 MM CORRUGATED HIGH DENSITY M 365.0000 3,650.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 55 CLASS 2 AGGREGATE BASE M3 70.0000 207,900.00 1,089.611 76,272.77 1,089.611 76,272.77 56 ASPHALT CONCRETE (TYPE A) TONN 135.0000 737,100.00 0.000 0.00 57 ASPHALT CONCRETE (OPEN GRADED) TONN 115.0000 71,300.00 0.000 0.00 58 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 75.0000 9,750.00 100.750 7,556.25 110.040 8,253.00 AREA) 59 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 37.0000 296.00 0.000 0.00 60 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 40.0000 9,200.00 0.000 0.00 61 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,100.0000 19,800.00 0.000 0.00 62 STRUCTURAL CONCRETE, RETAINING WALL M3 794.0000 1,075,076.00 219.134 173,992.40 594.454 471,996.48 F) 63 CLASS 2 CONCRETE (WINGWALLS) M3 1,000.0000 30,000.00 30.000 30,000.00 F) 64 CLASS 1 CONCRETE (BOX CULVERT) M3 3,800.0000 7,980.00 0.000 0.00 F) 65 MINOR CONCRETE (MINOR STRUCTURE) M3 1,920.0000 72,960.00 21.100 40,512.00 F) 66 ARCHITECTURAL TEXTURE M2 98.0000 162,582.00 721.930 70,749.14 1,042.211 102,136.68 F) 67 ANTI-GRAFFITI COATING M2 11.0000 18,260.00 0.000 0.00 68 BAR REINFORCING STEEL (RETAINING WALL) KG 2.4000 293,292.00 86,070.000 206,568.00 SF) 69 BAR REINFORCING STEEL (WINGWALL) KG 4.0000 5,724.00 1,431.000 5,724.00 SF) 70 SHOTCRETE M3 1,080.0000 167,400.00 155.000 167,400.00 SF) 71 FURNISH SIGN STRUCTURE (TRUSS) KG 14.0500 112,400.00 0.000 0.00 F) 72 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 8,000.00 0.000 0.00 SF) 73 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 160.0000 2,080.00 0.000 0.00 74 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 8,840.00 0.000 0.00 (2.0 MM-UNFRAMED) 75 1524 MM CAST-IN-DRILLED-HOLE M 4,700.0000 32,900.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 76 ROADSIDE SIGN - ONE POST EA 300.0000 1,500.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485624 TIME 12:54 PM ESTIMATE NO. 12 BID OPENING 09/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 12/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADSIDE SIGN - TWO POST EA 500.0000 1,500.00 0.000 0.00 78 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 500.00 0.000 0.00 EXISTING POST 79 INSTALL ROADSIDE SIGN EA 1,800.0000 7,200.00 0.000 0.00 (LAMINATED WOOD BOX POST) 80 PREPARE AND PAINT CONCRETE M2 25.0000 41,500.00 0.000 0.00 S) 81 600 MM REINFORCED CONCRETE PIPE M 525.0000 4,200.00 7.000 3,675.00 82 900 MM REINFORCED CONCRETE PIPE M 1,800.0000 1,800.00 0.000 0.00 83 1050 MM REINFORCED CONCRETE PIPE M 1,100.0000 13,200.00 12.000 13,200.00 84 1800 MM REINFORCED CONCRETE PIPE M 950.0000 142,500.00 145.580 138,301.00 85 450 MM CORRUGATED STEEL PIPE M 94.0000 15,980.00 0.000 0.00 (2.01 MM THICK) 86 600 MM CORRUGATED STEEL PIPE M 135.0000 2,565.00 0.000 0.00 (2.01 MM THICK) 87 750 MM CORRUGATED STEEL PIPE M 100.0000 6,700.00 67.000 6,700.00 (1.63 MM THICK) 88 450 MM ENTRANCE TAPER EA 375.0000 375.00 0.000 0.00 89 450 MM STEEL FLARED END SECTION EA 110.0000 220.00 0.000 0.00 90 750 MM STEEL FLARED END SECTION EA 400.0000 400.00 1.000 400.00 91 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 160.0000 6,400.00 54.181 8,668.96 92 ROCK SLOPE PROTECTION M3 92.0000 8,924.00 98.229 9,037.07 (BACKING NO. 2, METHOD B) 93 CONCRETE (CONCRETE APRON) M3 1,850.0000 9,250.00 1.520 2,812.00 94 ROCK SLOPE PROTECTION FABRIC M2 6.0000 2,100.00 359.476 2,156.86 95 MINOR CONCRETE (GUTTER) M 40.0000 29,760.00 0.000 0.00 F) 96 MISCELLANEOUS IRON AND STEEL KG 2.0000 7,596.00 2,015.000 4,030.00 SF) 97 DELINEATOR (CLASS 1) EA 50.0000 900.00 0.000 0.00 98 GUARD RAILING DELINEATOR EA 22.5000 90.00 0.000 0.00 99 OBJECT MARKER (TYPE OM2-2V) EA 50.0000 350.00 0.000 0.00 00 METAL BEAM GUARD RAILING (STEEL POST) M 110.0000 5,500.00 0.000 0.00 S) 01 CABLE RAILING M 61.0000 52,887.00 0.000 0.00 SF) 02 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 1,800.00 0.000 0.00 S) 03 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 5,600.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 12/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485624 TIME 12:54 PM ESTIMATE NO. 12 BID OPENING 09/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 12/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE BARRIER (TYPE 60) M 225.0000 42,750.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 60D) M 150.0000 126,600.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 736A) M 190.0000 18,810.00 0.000 0.00 F) 07 THERMOPLASTIC TRAFFIC STRIPE M 0.8000 7,728.00 0.000 0.00 S) (SPRAYABLE) 08 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 1,890.00 0.000 0.00 S) 09 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 2,905.00 0.000 0.00 S) 10 ELECTRIC SERVICE (IRRIGATION) LS 3,800.0000 3,800.00 0.847 3,218.60 S) 11 DETECTOR LOOP LS 16,000.0000 16,000.00 0.500 8,000.00 S) 12 MICROWAVE VEHICLE DETECTION SYSTEM LS 31,500.0000 31,500.00 0.285 8,977.50 S) (LOCATION 1) 13 MICROWAVE VEHICLE DETECTION SYSTEM LS 15,500.0000 15,500.00 0.105 1,627.50 S) (LOCATION 2) 14 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 0.623 12,460.00 S) (LOCATION 3) 15 MICROWAVE VEHICLE DETECTION SYSTEM LS 15,500.0000 15,500.00 0.083 1,286.50 S) (LOCATION 4) 16 MICROWAVE VEHICLE DETECTION SYSTEM LS 17,000.0000 17,000.00 0.059 1,003.00 S) (LOCATION 5) 17 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 0.122 2,440.00 S) (LOCATION 6) 18 MICROWAVE VEHICLE DETECTION SYSTEM LS 13,000.0000 13,000.00 0.000 0.00 S) (LOCATION 7) 19 MICROWAVE VEHICLE DETECTION SYSTEM LS 16,500.0000 16,500.00 0.074 1,221.00 S) (LOCATION 8) 20 MICROWAVE VEHICLE DETECTION SYSTEM LS 8,500.0000 8,500.00 0.000 0.00 S) (LOCATION 9) 21 MICROWAVE VEHICLE DETECTION SYSTEM LS 22,000.0000 22,000.00 0.477 10,494.00 S) (LOCATION 10) 22 MICROWAVE VEHICLE DETECTION SYSTEM LS 29,000.0000 29,000.00 0.616 17,864.00 S) (LOCATION 11) 23 CLOSED CIRCUIT TELEVISION SYSTEM LS 12,000.0000 12,000.00 0.000 0.00 S) (LOCATION 1) 24 CLOSED CIRCUIT TELEVISION SYSTEM LS 22,000.0000 22,000.00 0.392 8,624.00 S) (LOCATION 2) 25 MODIFY LIGHTING LS 55,000.0000 55,000.00 0.267 14,685.00 S) 26 MODIFY LIGHTING AND SIGN ILLUMINATION LS 10,000.0000 10,000.00 0.118 1,180.00 S) 27 WIRELESS DATA COMMUNICATION SYSTEM LS 35,000.0000 35,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 12/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485624 TIME 12:54 PM ESTIMATE NO. 12 BID OPENING 09/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 12/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 357,801.76 2,276,953.14 ADJUSTMENT OF COMPENSATION 0.00 34,951.07 EXTRA WORK 16,940.23 88,168.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 374,741.99 2,400,072.91 28 MOBILIZATION LS 553,000.0000 553,000.00 0.950 525,350.00 ORIGINAL CONTRACT AMOUNT 5,963,144.00 TOTAL WORK COMPLETED 374,741.99 2,925,422.91 MATERIALS ON HAND ON SITE 101,654.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 374,741.99 3,027,077.81 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 10/15/08 310 01/13/09 01/13/09 02/23/11 194 40 42 0 50% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H LEW, MIKE RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 12/21/09