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 04/21/11 EST. NO.02 TIME 10:50 AM R.E. NAME: BEECH, BARRY 05-0N0604 --------------------------------------------------------------------------- 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 0007 567.78 E.W. @ F.A.(+) 041211 N 0008.0 0008 145.82 041211 N 0009.0 002 0001 825.00 E.W. @ F.A.(+) 031711 N 7 0 1,538.60 TOTAL THIS ESTIMATE 12,132.01 TOTAL PREVIOUS ESTIMATE 13,670.61 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 04/21/11 EST. NO.02 TIME 10:50 AM R.E. NAME: BEECH, BARRY 05-0N0604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N0604 TIME 10:50 AM ESTIMATE NO. 02 BID OPENING 07/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: BEECH, BARRY DATE OF THIS ESTIMATE 04/21/11 LOCATION PROGRESS ESTIMATE 05-SLO-101-7.6/16.5 ----------------- CALPORTLAND CONSTRUCTION IN SAN LUIS OBISPO COUNTY IN AND P O BOX 1280 NEAR ARROYO GRANDE AND PISMO BEACH SANTA MARIA CA 93456 FROM LOS BERROS UNDERCROSSING TO PISMO CREEK BRIDGE FED. AID NO. ACNH-Q101(177)E PLACE HOT MIX ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ 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 10,800.0000 10,800.00 0.250 2,700.00 0.250 2,700.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 750.00 1.000 250.00 1.000 250.00 03 TIME-RELATED OVERHEAD WDAY 649.0000 77,880.00 14.000 9,086.00 14.000 9,086.00 04 CONSTRUCTION SITE MANAGEMENT LS 8,611.0000 8,611.00 0.120 1,033.32 0.120 1,033.32 05 PREPARE WATER POLLUTION CONTROL LS 1,237.0000 1,237.00 0.750 927.75 PROGRAM 06 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 4,350.0000 4,350.00 0.000 0.00 07 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.035 175.00 0.635 3,175.00 08 TRAFFIC CONTROL SYSTEM LS 325,896.0000 325,896.00 0.120 39,107.52 0.120 39,107.52 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.120 2,400.00 0.120 2,400.00 10 REMOVE ROADSIDE SIGN EA 25.0000 25.00 0.000 0.00 11 REMOVE ROADSIDE SIGN EA 150.0000 750.00 0.000 0.00 (LAMINATED WOOD BOX POST) 12 REMOVE ASPHALT CONCRETE SQFT 6.0000 4,440.00 0.000 0.00 13 REMOVE ASPHALT CONCRETE DIKE LF 0.9000 57,960.00 0.000 0.00 14 REMOVE INLET EA 1,326.0000 1,326.00 0.000 0.00 15 RECONSTRUCT THRIE BEAM BARRIER LF 19.8500 23,820.00 0.000 0.00 16 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 31.0000 3,100.00 0.000 0.00 17 RECONSTRUCT METAL BEAM GUARD RAILING LF 16.9000 79,430.00 0.000 0.00 18 RECONSTRUCT TRANSITION RAILING EA 2,651.0000 26,510.00 0.000 0.00 (TYPE WB) 19 RECONSTRUCT ALTERNATIVE FLARED EA 1,317.0000 9,219.00 0.000 0.00 TERMINAL SECTION 20 ADJUST INLET EA 2,392.0000 50,232.00 0.000 0.00 21 ADJUST METAL BEAM GUARD RAILING LF 9.7000 19,400.00 0.000 0.00 22 ADJUST SLOTTED DRAIN TO GRADE LF 102.0000 4,080.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N0604 TIME 10:50 AM ESTIMATE NO. 02 BID OPENING 07/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: BEECH, BARRY DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.3800 437,920.00 35,705.870 84,979.97 35,705.870 84,979.97 24 SALVAGE CRASH CUSHION EA 1,555.0000 4,665.00 0.000 0.00 25 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.120 300.00 0.120 300.00 26 IMPORTED MATERIAL (SHOULDER BACKING) TON 19.8000 136,620.00 0.000 0.00 27 HOT MIX ASPHALT (TYPE A) TON 60.0000 4,842,000.00 6,915.490 414,929.40 6,915.490 414,929.40 28 RUMBLE STRIP STA 28.3500 48,762.00 0.000 0.00 29 DATA CORE LS 9,025.0000 9,025.00 0.000 0.00 30 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 25,900.00 0.000 0.00 31 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 270.00 0.000 0.00 32 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 34,200.00 0.000 0.00 33 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 1,690.00 0.000 0.00 34 PLACE HOT MIX ASPHALT SQYD 139.0000 12,927.00 0.000 0.00 (MISCELLANEOUS AREA) 35 TACK COAT TON 10.0000 2,200.00 13.900 139.00 13.900 139.00 36 24" CAST-IN-DRILLED-HOLE CONCRETE LF 105.0000 1,050.00 0.000 0.00 PILING (GUARD RAIL) 37 MINOR CONCRETE (MINOR STRUCTURE) CY 3,411.0000 54,576.00 0.000 0.00 38 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.7000 6,831.00 0.000 0.00 39 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7500 8,695.00 0.000 0.00 (0.080"-UNFRAMED) 40 ROADSIDE SIGN - ONE POST EA 250.0000 250.00 0.000 0.00 41 ROADSIDE SIGN (LAMINATED WOOD BOX POST) EA 3,200.0000 16,000.00 0.000 0.00 42 INSTALL SIGN PANEL ON EXISTING FRAME EA 1,750.0000 5,250.00 0.000 0.00 43 24" REINFORCED CONCRETE PIPE LF 1,390.0000 2,780.00 0.000 0.00 44 12" CORRUGATED STEEL PIPE LF 83.0000 2,490.00 0.000 0.00 45 12" ANCHOR ASSEMBLY EA 780.0000 780.00 0.000 0.00 46 MISCELLANEOUS IRON AND STEEL LB 1.5000 358.50 0.000 0.00 F) 47 TRANSITION RAILING (TYPE STB) EA 3,894.0000 19,470.00 0.000 0.00 48 TRANSITION RAILING (TYPE WB) EA 3,734.0000 22,404.00 0.000 0.00 49 END ANCHOR ASSEMBLY (TYPE SFT) EA 635.0000 1,905.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N0604 TIME 10:50 AM ESTIMATE NO. 02 BID OPENING 07/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: BEECH, BARRY DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,885.0000 8,655.00 0.000 0.00 51 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,193.0000 15,351.00 0.000 0.00 52 THERMOPLASTIC PAVEMENT MARKING SQFT 18.0000 106,920.00 0.000 0.00 53 THERMOPLASTIC TRAFFIC STRIPE LF 0.1300 44,980.00 0.000 0.00 (SPRAYABLE) 54 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 7,660.00 0.000 0.00 55 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2000 12,914.00 0.000 0.00 56 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 57 INDUCTIVE LOOP DETECTOR LS 26,700.0000 26,700.00 0.000 0.00 58 MODIFY SIGNAL LS 940.0000 940.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N0604 TIME 10:50 AM ESTIMATE NO. 02 BID OPENING 07/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: BEECH, BARRY DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 555,100.21 559,027.96 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,538.60 13,670.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 556,638.81 572,698.57 59 MOBILIZATION LS 111,315.0000 111,315.00 0.500 55,657.50 0.500 55,657.50 ORIGINAL CONTRACT AMOUNT 6,772,769.50 TOTAL WORK COMPLETED 612,296.31 628,356.07 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 612,296.31 628,356.07 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 10/26/10 120 03/29/11 03/29/11 09/20/11 14 96 0 0 9% 12% PROGRESS IS SATISFACTORY BEECH, BARRY RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/11