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 08/23/11 EST. NO.06 TIME 02:34 PM 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 0038 3,187.24 E.W. @ F.A.(+) 070611 N 110705 0039 2,743.15 070811 N 0066.0 0040 425.07 071811 N 0068.0 0041 1,462.65 071311 N 110713 0042 130.45 071911 N 110719 0043 237.34 072011 N 110720 0044 570.18 072111 N 0069.0 0045 808.39 072211 N 0070.0 0046 662.43 072511 N 0071.0 0047 565.33 072611 N 0072.0 0048 498.26 072811 N 0073.0 0049 367.51 072811 N 0074.0 0050 366.81 080111 N 0075.0 0051 465.27 080211 N 0076.0 005 0019 5,618.80 E.W. @ F.A.(+) 062311 N 0058.0 0020 1,309.69 072711 N 0077.0 0021 4,277.21 072811 N 0078.0 0022 6,926.84 080811 N 0079.0 0023 3,618.06 080911 N 0080.0 0024 7,041.80 081011 N 0081.0 014 0001 877.96 E.W. @ L.S.(+) 081611 N 0001 0 42,160.44 TOTAL THIS ESTIMATE 181,948.81 TOTAL PREVIOUS ESTIMATE 224,109.25 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 08/23/11 EST. NO.06 TIME 02:34 PM 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 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N0604 TIME 02:34 PM ESTIMATE NO. 06 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 08/20/11 R.E. NAME: BEECH, BARRY DATE OF THIS ESTIMATE 08/23/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,800.0000 10,800.00 0.750 8,100.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 750.00 2.000 500.00 003 TIME-RELATED OVERHEAD WDAY 649.0000 77,880.00 22.000 14,278.00 92.000 59,708.00 004 CONSTRUCTION SITE MANAGEMENT LS 8,611.0000 8,611.00 0.050 430.55 0.630 5,424.93 005 PREPARE WATER POLLUTION CONTROL LS 1,237.0000 1,237.00 0.750 927.75 PROGRAM 006 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 4,350.0000 4,350.00 0.000 0.00 007 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.010 50.00 0.790 3,950.00 008 TRAFFIC CONTROL SYSTEM LS 325,896.0000 325,896.00 0.050 16,294.80 0.630 205,314.48 009 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.050 1,000.00 0.630 12,600.00 010 REMOVE ROADSIDE SIGN EA 25.0000 25.00 0.000 0.00 011 REMOVE ROADSIDE SIGN EA 150.0000 750.00 0.000 0.00 (LAMINATED WOOD BOX POST) 012 REMOVE ASPHALT CONCRETE SQFT 6.0000 4,440.00 0.000 0.00 013 REMOVE ASPHALT CONCRETE DIKE LF 0.9000 57,960.00 68.000 61.20 50,431.000 45,387.90 014 REMOVE INLET EA 1,326.0000 1,326.00 0.000 0.00 015 RECONSTRUCT THRIE BEAM BARRIER LF 19.8500 23,820.00 850.000 16,872.50 850.000 16,872.50 016 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 31.0000 3,100.00 100.000 3,100.00 100.000 3,100.00 017 RECONSTRUCT METAL BEAM GUARD RAILING LF 16.9000 79,430.00 1,762.500 29,786.25 1,762.500 29,786.25 018 RECONSTRUCT TRANSITION RAILING EA 2,651.0000 26,510.00 2.000 5,302.00 2.000 5,302.00 (TYPE WB) 019 RECONSTRUCT ALTERNATIVE FLARED EA 1,317.0000 9,219.00 7.000 9,219.00 7.000 9,219.00 TERMINAL SECTION 020 ADJUST INLET EA 2,392.0000 50,232.00 13.000 31,096.00 13.000 31,096.00 021 ADJUST METAL BEAM GUARD RAILING LF 9.7000 19,400.00 3,383.000 32,815.10 3,383.000 32,815.10 022 ADJUST SLOTTED DRAIN TO GRADE LF 102.0000 4,080.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N0604 TIME 02:34 PM ESTIMATE NO. 06 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 08/20/11 R.E. NAME: BEECH, BARRY DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.3800 437,920.00 44,945.050 106,969.22 147,647.160 351,400.24 024 SALVAGE CRASH CUSHION EA 1,555.0000 4,665.00 2.000 3,110.00 3.000 4,665.00 025 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.050 125.00 0.630 1,575.00 026 IMPORTED MATERIAL (SHOULDER BACKING) TON 19.8000 136,620.00 1,482.855 29,360.53 4,526.865 89,631.93 027 HOT MIX ASPHALT (TYPE A) TON 60.0000 4,842,000.00 9,419.400 565,164.00 71,028.680 4,261,720.80 028 RUMBLE STRIP STA 28.3500 48,762.00 0.000 0.00 029 DATA CORE LS 9,025.0000 9,025.00 0.000 0.00 030 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 25,900.00 17,497.620 17,497.62 031 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 270.00 0.000 0.00 032 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 34,200.00 19,930.420 19,930.42 033 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 1,690.00 0.000 0.00 034 PLACE HOT MIX ASPHALT SQYD 139.0000 12,927.00 1,279.760 177,886.64 (MISCELLANEOUS AREA) 035 TACK COAT TON 10.0000 2,200.00 189.430 1,894.30 036 24" CAST-IN-DRILLED-HOLE CONCRETE LF 105.0000 1,050.00 0.000 0.00 PILING (GUARD RAIL) 037 MINOR CONCRETE (MINOR STRUCTURE) CY 3,411.0000 54,576.00 10.000 34,110.00 10.000 34,110.00 038 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.7000 6,831.00 0.000 0.00 039 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7500 8,695.00 0.000 0.00 (0.080"-UNFRAMED) 040 ROADSIDE SIGN - ONE POST EA 250.0000 250.00 0.000 0.00 041 ROADSIDE SIGN (LAMINATED WOOD BOX POST) EA 3,200.0000 16,000.00 0.000 0.00 042 INSTALL SIGN PANEL ON EXISTING FRAME EA 1,750.0000 5,250.00 0.000 0.00 043 24" REINFORCED CONCRETE PIPE LF 1,390.0000 2,780.00 0.000 0.00 044 12" CORRUGATED STEEL PIPE LF 83.0000 2,490.00 0.000 0.00 045 12" ANCHOR ASSEMBLY EA 780.0000 780.00 0.000 0.00 046 MISCELLANEOUS IRON AND STEEL LB 1.5000 358.50 0.000 0.00 (F) 047 TRANSITION RAILING (TYPE STB) EA 3,894.0000 19,470.00 0.000 0.00 048 TRANSITION RAILING (TYPE WB) EA 3,734.0000 22,404.00 4.000 14,936.00 4.000 14,936.00 049 END ANCHOR ASSEMBLY (TYPE SFT) EA 635.0000 1,905.00 3.000 1,905.00 3.000 1,905.00 PROGRAM CAS145 PAGE 3 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N0604 TIME 02:34 PM ESTIMATE NO. 06 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 08/20/11 R.E. NAME: BEECH, BARRY DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,885.0000 8,655.00 1.000 2,885.00 1.000 2,885.00 051 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,193.0000 15,351.00 3.000 6,579.00 3.000 6,579.00 052 THERMOPLASTIC PAVEMENT MARKING SQFT 18.0000 106,920.00 3,425.000 61,650.00 4,486.700 80,760.60 053 THERMOPLASTIC TRAFFIC STRIPE LF 0.1300 44,980.00 341,603.000 44,408.39 341,603.000 44,408.39 (SPRAYABLE) 054 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 7,660.00 3,499.000 3,499.00 7,555.000 7,555.00 055 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2000 12,914.00 3,631.000 7,988.20 5,905.000 12,991.00 056 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.630 630.00 0.630 630.00 SYSTEM ELEMENTS DURING CONSTRUCTION 057 INDUCTIVE LOOP DETECTOR LS 26,700.0000 26,700.00 0.730 19,491.00 0.903 24,110.10 058 MODIFY SIGNAL LS 940.0000 940.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N0604 TIME 02:34 PM ESTIMATE NO. 06 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 08/20/11 R.E. NAME: BEECH, BARRY DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,063,115.74 5,627,175.95 ADJUSTMENT OF COMPENSATION 0.00 23,095.09 EXTRA WORK 42,160.44 201,014.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,105,276.18 5,851,285.20 059 MOBILIZATION LS 111,315.0000 111,315.00 1.000 111,315.00 ORIGINAL CONTRACT AMOUNT 6,772,769.50 TOTAL WORK COMPLETED 1,105,276.18 5,962,600.20 MATERIALS ON HAND ON SITE 17,796.46 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,105,276.18 5,980,396.66 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 11/08/11 92 103 27 0 79% 63% PROGRESS IS SATISFACTORY BEECH, BARRY RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/11