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.19 TIME 01:59 PM R.E. NAME: DAVIS, DARCY 08-0K2604 --------------------------------------------------------------------------- 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.19 TIME 01:59 PM R.E. NAME: DAVIS, DARCY 08-0K2604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SAFETY -500.00 13 WPCP BMP -500.00 13 WITHHOLD MOVING CLOS -500.00 14 W DIKE EROSION/GRIND -2,500.00 18 0.00 -4,000.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -2,000.00 03 MISSING DOCUMENTS 2,000.00 04 INADEQUATE PAYROLLS -10,000.00 14 INADEQUATE PAYROLLS 4,000.00 16 0.00 -6,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K2604 TIME 01:59 PM ESTIMATE NO. 19 BID OPENING 11/08/12 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: DAVIS, DARCY DATE OF THIS ESTIMATE 09/24/14 LOCATION PROGRESS ESTIMATE 08-SBD-40-R138.3/R154.5 ----------------- LAS VEGAS PAVING CORPORATION IN/NEAR NEEDLES FROM BUZZARD WASH 4420 SOUTH DECATUR BLVD TO ARIZONA STATE LINE LAS VEGAS NV 89103 FED. AID NO. IM-040 -2(59) MILL & OVERLAY THE EXISTING ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 0.928 5,568 002 PREPARE WATER POLLUTION CONTROL LS 1,600.0000 1,600.00 0.998 1,596 PROGRAM 003 TEMPORARY CONCRETE WASHOUT BIN EA 1,860.0000 3,720.00 1.000 1,860 004 TIME-RELATED OVERHEAD (WDAY) WDAY 2,100.0000 462,000.00 250.000 525,000 005 CONSTRUCTION AREA SIGNS LS 26,500.0000 26,500.00 0.882 23,373 006 TRAFFIC CONTROL SYSTEM LS 371,000.0000 371,000.00 0.997 369,887 007 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 3,000.00 0.000 0 (LEFT IN PLACE) 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2,650.0000 10,600.00 4.000 10,600 009 JOB SITE MANAGEMENT LS 38,000.0000 38,000.00 0.997 37,886 010 REMOVE MARKER EA 5.3000 2,067.00 0.000 0 011 REMOVE METAL BEAM GUARD RAILING LF 9.0000 57,780.00 6,100.000 54,900 012 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 2,431.00 0.000 0 013 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1200 18,083.60 0.000 0 014 REMOVE PAVEMENT MARKER EA 0.9000 14,490.00 0.000 0 015 REMOVE CHANNELIZERS EA 22.0000 1,320.00 0.000 0 016 REMOVE ASPHALT CONCRETE DIKE LF 0.4000 48,800.00 137,379.000 54,951 017 RECONSTRUCT METAL BEAM GUARD RAILING LF 24.0000 482,400.00 17,492.000 419,808 018 RESET MILEPOST MARKER EA 48.0000 1,872.00 0.000 0 019 RESET ROADSIDE SIGN (TWO POST) EA 425.0000 1,275.00 0.000 0 020 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3000 640,900.00 353,142.680 459,085 021 ROADWAY EXCAVATION CY 37.0000 44,400.00 1,363.030 50,432 022 LEAD COMPLIANCE PLAN LS 1,100.0000 1,100.00 1.000 1,100 PROGRAM CAS145 PAGE 2 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K2604 TIME 01:59 PM ESTIMATE NO. 19 BID OPENING 11/08/12 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: DAVIS, DARCY 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 SHOULDER BACKING TON 18.8000 70,500.00 3,750.000 70,500 024 LEAN CONCRETE BASE RAPID SETTING CY 400.0000 172,000.00 288.000 115,200 025 HOT MIX ASPHALT (TYPE C) TON 67.0000 6,043,400.00 83,866.240 5,619,038 026 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 86.0000 4,454,800.00 47,045.800 4,045,938 027 HOT MIX ASPHALT TON 79.0000 543,520.00 665.000 52,535.00 6,672.860 527,155 (FOR AC DIKES AND MISCELLANEOUS AREAS) 028 RUMBLE STRIP STA 9.0000 27,990.00 1,043.460 9,391 029 DATA CORE LS 21,200.0000 21,200.00 0.100 2,120 030 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.7200 1,087.20 110.000 79.20 580.000 417 031 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 0.7200 78,480.00 8,735.000 6,289.20 93,735.000 67,489 032 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.7200 8,352.00 51.000 36.72 9,484.000 6,828 033 PLACE HOT MIX ASPHALT SQYD 28.2600 43,520.40 82.500 2,331.45 1,527.380 43,163 (MISCELLANEOUS AREA) 034 TACK COAT TON 630.0000 201,600.00 166.830 105,102 035 JOINTED PLAIN CONCRETE PAVEMENT CY 480.0000 307,200.00 640.000 307,200 (RAMP TERMINI WITH RAPID STRENGTH CONCRETE) 036 SEAL PAVEMENT JOINT LF 17.2500 37,260.00 2,160.000 37,260 037 MINOR CONCRETE (MINOR STRUCTURE) CY 1,650.0000 244,200.00 148.000 244,200 (F) 038 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 252.00 0.000 0 (0.063"-UNFRAMED) 039 ROADSIDE SIGN - ONE POST EA 320.0000 320.00 0.000 0 040 MINOR CONCRETE (MISCELLANEOUS CY 875.0000 31,500.00 12.000 10,500 CONSTRUCTION) 041 DELINEATOR (CLASS 1) EA 60.0000 9,600.00 161.000 9,660.00 161.000 9,660 042 OBJECT MARKER EA 75.0000 15,750.00 31.000 2,325.00 31.000 2,325 043 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 90,800.00 3,912.500 78,250 044 DOUBLE METAL BEAM GUARD RAILING LF 36.0000 100,080.00 2,662.500 95,850 (WOOD POST) 045 TRANSITION RAILING (TYPE WB) EA 3,200.0000 278,400.00 74.000 236,800 046 END CAP (TYPE A) EA 315.0000 5,355.00 9.000 2,835 047 END CAP (TYPE TC) EA 243.0000 21,141.00 80.000 19,440 048 END ANCHOR ASSEMBLY (TYPE SFT) EA 715.0000 21,450.00 22.000 15,730 PROGRAM CAS145 PAGE 3 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K2604 TIME 01:59 PM ESTIMATE NO. 19 BID OPENING 11/08/12 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: DAVIS, DARCY 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 ------------------------------------------------------------------------------------------------------------------------------------ 049 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 69,300.00 21.000 69,300 050 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 125,000.00 42.000 105,000 051 ALTERNATIVE CRASH CUSHION SYSTEM EA 29,000.0000 725,000.00 12.000 348,000 052 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,210.00 2,059.000 2,059 053 THERMOPLASTIC PAVEMENT MARKING SQFT 2.7000 10,827.00 4,041.000 10,910 054 THERMOPLASTIC TRAFFIC STRIPE LF 0.1800 106,560.00 600,229.000 108,041 (SPRAYABLE) 055 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 15,840.00 12,808.000 14,088 056 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7000 24,003.00 0.000 0 057 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,600.0000 1,600.00 0.500 800.00 1.000 1,600 SYSTEM ELEMENTS DURING CONSTRUCTION 058 MODIFY TRAFFIC MONITORING STATION LS 33,920.0000 33,920.00 0.500 16,960.00 1.000 33,920 (COUNT) PROGRAM CAS145 PAGE 4 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K2604 TIME 01:59 PM ESTIMATE NO. 19 BID OPENING 11/08/12 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: DAVIS, DARCY 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 91,016.57 14,381,363.61 ADJUSTMENT OF COMPENSATION 0.00 3,917.00 EXTRA WORK 0.00 161,806.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 91,016.57 14,547,087.00 059 MOBILIZATION LS 715,000.0000 715,000.00 1.000 715,000 ORIGINAL CONTRACT AMOUNT 16,898,356.20 TOTAL WORK COMPLETED 91,016.57 15,262,087.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 91,016.57 15,252,087.00 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 01/11/13 220 03/07/13 03/07/13 10/31/14 220 169 0 0 85% 100% PROGRESS IS SATISFACTORY DEFERRED TIME CCO DAVIS, DARCY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/14