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 09/24/14 EST. NO.03 TIME 01:23 PM R.E. NAME: POUND, DAVID 11-406504 --------------------------------------------------------------------------- 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 09/24/14 EST. NO.03 TIME 01:23 PM R.E. NAME: POUND, DAVID 11-406504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL JULY 14 CPR -2,000.00 02 DEL/INQ AUG 14 CPR -3,000.00 03 -3,000.00 -5,000.00 TOTAL DEDUCTIONS -3,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406504 TIME 01:23 PM ESTIMATE NO. 03 BID OPENING 03/27/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/14 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 09/24/14 LOCATION RERUN PROGRESS ESTIMATE 11-SD-15-R36.8/R40.8 ----------------------- WESTERN RIM CONSTRUCTORS INC IN SAN DIEGO COUNTY ABOUT 5 MILES 912 S ANDREASEN DR SUITE 108 NORTH OF ESCONDIDO FROM 0.2 ESCONDIDO CA 92029 MILE NORTH OF DEER SPRINGS ROAD OC TO GOPHER CANYON ROAD UC. FED. AID NO. HSNH-015 -1(231)E MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,927.2800 2,927.28 1.000 2,927 002 CONSTRUCTION AREA SIGNS LS 8,055.8800 8,055.88 0.093 749.20 0.640 5,155 003 TRAFFIC CONTROL SYSTEM LS 117,091.2600 117,091.26 0.233 27,282.26 0.600 70,254 004 TRAFFIC PLASTIC DRUM EA 60.8900 1,826.70 30.000 1,826.70 36.000 2,192 005 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,917.8300 9,835.66 0.467 2,296.63 1.200 5,901 006 TEMPORARY RAILING (TYPE K) LF 8.2700 500,335.00 25,240.000 208,734.80 38,016.000 314,392 007 TEMPORARY CRASH CUSHION MODULE EA 210.7600 14,753.20 70.000 14,753.20 70.000 14,753 008 JOB SITE MANAGEMENT LS 11,709.1300 11,709.13 0.233 2,728.23 0.600 7,025 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,170.9100 1,170.91 0.750 878 010 TEMPORARY DRAINAGE INLET PROTECTION EA 585.4600 1,756.38 2.000 1,170.92 3.000 1,756 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,927.2800 29,272.80 3.000 8,781.84 7.000 20,490 012 TEMPORARY CONCRETE WASHOUT LS 7,025.4800 7,025.48 0.233 1,636.94 0.600 4,215 013 TREATED WOOD WASTE LB 0.3000 3,120.00 2,278.850 683.66 2,278.850 683 014 REMOVE GUARDRAIL LF 15.8100 13,122.30 182.000 2,877.42 182.000 2,877 015 REMOVE ASPHALT CONCRETE DIKE LF 1.8900 6,747.30 613.200 1,158.95 613.200 1,158 016 PRUNE EXISTING PLANTS LS 3,512.7400 3,512.74 1.000 3,512.74 1.000 3,512 017 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.0600 36,060.00 0.000 0 (SQFT) 018 MINOR HOT MIX ASPHALT TON 162.9600 27,703.20 0.000 0 019 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.1600 9,006.00 0.000 0 020 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.1600 2,085.60 0.000 0 021 MINOR CONCRETE (MINOR STRUCTURE) CY 2,654.3106 22,561.64 1.700 4,512.33 1.700 4,512 (F) 022 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.2200 437.94 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 2 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406504 TIME 01:23 PM ESTIMATE NO. 03 BID OPENING 03/27/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/14 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 09/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5600 1,484.80 0.000 0 (0.080"-FRAMED) 024 ROADSIDE SIGN - ONE POST EA 339.5600 339.56 0.000 0 025 INSTALL ROADSIDE SIGN PANEL ON EA 99.5300 398.12 0.000 0 EXISTING POST 026 GUARD RAILING DELINEATOR EA 48.0100 1,536.32 12.000 576.12 12.000 576 027 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 32.0600 104,836.20 775.000 24,846.50 775.000 24,846 028 VEGETATION CONTROL (MINOR CONCRETE) SQYD 27.0600 928,158.00 8,416.950 227,762.67 23,568.900 637,774 029 HIGH TENSION CABLE BARRIER LF 13.1200 736,032.00 18,035.500 236,625.76 28,872.000 378,800 030 HIGH TENSION CABLE BARRIER TERMINAL EA 2,215.7600 31,020.64 7.000 15,510.32 8.000 17,726 031 TRANSITION RAILING (TYPE WB-31) EA 4,434.2500 26,605.50 1.000 4,434.25 1.000 4,434 032 RECONSTRUCT TRANSITION RAILING EA 4,003.3500 4,003.35 0.000 0 (TYPE WB-31) 033 END CAP (TYPE TC) EA 710.7400 4,264.44 1.000 710.74 1.000 710 034 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,490.5700 11,924.56 6.000 8,943.42 6.000 8,943 035 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,308.9600 30,162.72 4.000 17,235.84 4.000 17,235 036 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,917.8700 27,425.09 3.000 11,753.61 3.000 11,753 037 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,170.9100 1,170.91 0.233 272.82 0.600 702 SYSTEM ELEMENTS DURING CONSTRUCTION 038 MODIFY LIGHTING LS 12,572.0900 12,572.09 0.500 6,286 PROGRAM CAS145 PAGE 3 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406504 TIME 01:23 PM ESTIMATE NO. 03 BID OPENING 03/27/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/14 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 09/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 831,377.87 1,572,478.38 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 831,377.87 1,572,478.38 039 MOBILIZATION LS 291,644.0000 291,644.00 0.050 14,582.20 1.000 291,644 ORIGINAL CONTRACT AMOUNT 3,043,694.70 TOTAL WORK COMPLETED 845,960.07 1,864,122.38 MATERIALS ON HAND ON SITE 433,653.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -5,000.00 TOTAL 842,960.07 2,292,775.38 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 05/13/14 90 07/07/14 07/07/14 11/12/14 54 0 0 0 61% 60% PROGRESS IS SATISFACTORY POUND, DAVID RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/14