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 02/22/16 EST. NO. 012 TIME 09:53 AM R.E. NAME: ENQUANHONE, GASHU 06-0Q2704 --------------------------------------------------------------------------- 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 02/22/16 EST. NO. 012 TIME 09:53 AM R.E. NAME: ENQUANHONE, GASHU 06-0Q2704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 22-LFT-OF-RSC C JOIN -1,902.55 003 3-DAY GRADATION TES -81,956.90 003 3-DAY MODULUS 5% -1,807.98 003 3-DAY MODULUS 10% -3,615.95 003 3-DAYS MODULUS 5% -3,615.95 004 3-DAYS MODULUS 10% -7,231.90 004 DEDUCT FOR CORE -10,372.50 006 PUBLIC CLAIM -810.54 006 REL RSC DEDUCTION 79,072.14 006 DEDUCT FOR CORE -12,965.63 007 DED FOR CLEANNESS VA -1,050.00 008 DED FOR DENSITY CORE -38,164.65 008 DED FOR RHMA NB PANO -1,154.40 008 DED FOR DENSITY CORE -8,417.50 009 CRCP DEDUCT -22,485.37 010 SWPP VIOLATION -38,749.29 011 MISSING PAPERWORK -150,958.00 012 -150,958.00 -306,186.97 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -3,000.00 009 MISSING PAYROLLS -3,000.00 011 0.00 -6,000.00 TOTAL DEDUCTIONS -150,958.00 -312,186.97 PROGRAM CAS145 PAGE 1 DATE 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2704 TIME 09:53 AM ESTIMATE NO. 012 BID OPENING 11/20/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: ENQUANHONE, GASHU DATE OF THIS ESTIMATE 02/22/16 LOCATION PROGRESS ESTIMATE 06-FRE-5-48.8/53.0 ----------------- SECURITY PAVING COMPANY, INC. IN FRESNO COUNTY ABOUT 38 MILES 13170 TELFAIR AVE SOUTH OF SANTA NELLA FROM 0.1 MILE SYLMAR CA 91342 SOUTH OF PANOCHE ROAD OVERCROSSING TO 0.2 MILE NORTH OF RUSSELL AVENUE OVERCROSSING FED. AID NO. NHPI-005 -5(144)E HMA AND REINFORCE CONCRETE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,500.0000 5,500.00 0.750 4,125 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,150.0000 387,000.00 7.000 15,050.00 178.000 382,700 004 CONSTRUCTION AREA SIGNS LS 5,500.0000 5,500.00 0.011 60.50 0.898 4,939 005 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.038 4,750.00 0.968 121,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 24,300.00 40,107.000 7,219.26 146,856.000 26,434 007 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 6,600.00 31.000 930.00 149.000 4,470 008 TEMPORARY PAVEMENT MARKER EA 3.7000 4,588.00 280.000 1,036.00 1,151.000 4,258 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.930 9,300 010 TEMPORARY RAILING (TYPE K) LF 6.6500 332,500.00 60.000 399.00 50,120.000 333,298 011 TEMPORARY CRASH CUSHION MODULE EA 150.0000 13,650.00 14.000 2,100.00 63.000 9,450 012 JOB SITE MANAGEMENT LS 28,500.0000 28,500.00 0.038 1,083.00 0.968 27,588 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 800.0000 800.00 0.750 600 014 TEMPORARY FIBER ROLL LF 2.5000 1,525.00 610.000 1,525 015 TEMPORARY CONCRETE WASHOUT LS 21,000.0000 21,000.00 0.400 8,400 016 TREATED WOOD WASTE LB 0.3000 1,185.00 2,228.000 668 017 REMOVE GUARDRAIL LF 4.2000 1,176.00 275.000 1,155 018 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3100 4,836.00 21,403.000 6,634.93 37,836.000 11,729 019 REMOVE PAVEMENT MARKER EA 1.0500 273.00 543.000 570 020 REMOVE ROADSIDE SIGN EA 80.0000 320.00 0.000 0 021 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 9,180.00 9,171.000 9,171 022 REMOVE DOWNDRAIN (EA) EA 1,500.0000 3,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2704 TIME 09:53 AM ESTIMATE NO. 012 BID OPENING 11/20/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: ENQUANHONE, GASHU DATE OF THIS ESTIMATE 02/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE PAVEMENT (CY) CY 34.0000 27,200.00 2,105.640 71,591 024 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,000.0000 11,000.00 0.000 0 025 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.2100 786,760.00 219,461.790 485,010 026 CLEARING AND GRUBBING (LS) LS 5,000.0000 5,000.00 1.000 5,000 027 ROADWAY EXCAVATION CY 22.7400 347,922.00 15,735.370 357,822 028 SHOULDER BACKING TON 27.5000 125,950.00 21,429.460 589,310 029 CLASS 2 AGGREGATE SUBBASE CY 26.0000 239,720.00 8,837.440 229,773 030 CLASS 2 AGGREGATE BASE (CY) CY 40.3000 194,649.00 4,830.000 194,649 031 HOT MIX ASPHALT (TYPE A) TON 69.1500 4,778,265.00 3,764.340 260,304.11 67,798.800 4,688,287 032 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 96.2000 2,135,640.00 21,303.160 2,049,363 033 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 0.7700 73,612.00 30,738.700 23,668 (PAVING FABRIC) 034 SHOULDER RUMBLE STRIP STA 44.0000 31,680.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 035 DATA CORE LS 3,800.0000 3,800.00 0.600 2,280 036 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.1500 414.00 0.000 0 037 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1500 10,143.00 0.000 0 038 PLACE HOT MIX ASPHALT SQYD 31.5000 13,545.00 0.000 0 (MISCELLANEOUS AREA) 039 TACK COAT TON 620.0000 36,580.00 3.790 2,349.80 77.980 48,347 040 CONTINUOUSLY REINFORCED CONCRETE CY 171.5000 2,572,500.00 15,075.610 2,585,467 PAVEMENT 041 SHOULDER RUMBLE STRIP STA 62.3500 8,105.50 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 042 DRILL AND BOND (DOWEL BAR) EA 15.0000 44,700.00 1,152.000 17,280 043 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 278.1500 294,839.00 2,105.640 585,683 044 ISOLATION JOINT SEAL (SILICONE) LF 2.8300 33,111.00 11,694.000 33,094 045 AGGREGATE BASE (APPROACH SLAB) CY 470.0000 9,400.00 20.000 9,400 046 STRUCTURAL CONCRETE, APPROACH SLAB CY 828.0000 167,256.00 252.500 209,070 (TYPE R) 047 JOINT SEAL (MR 1") LF 73.5000 13,524.00 0.000 0 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.5000 3,525.00 0.000 0 (0.080"-FRAMED) PROGRAM CAS145 PAGE 3 DATE 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2704 TIME 09:53 AM ESTIMATE NO. 012 BID OPENING 11/20/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: ENQUANHONE, GASHU DATE OF THIS ESTIMATE 02/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 ROADSIDE SIGN - TWO POST EA 315.0000 1,260.00 0.000 0 050 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 210.0000 4,200.00 0.000 0 (.064" THICK) 051 8" ENTRANCE TAPER EA 525.0000 1,050.00 0.000 0 052 DELINEATOR (CLASS 1) EA 37.0000 6,660.00 0.000 0 053 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 33.5000 7,035.00 206.000 6,901 054 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 60.0000 6,000.00 100.000 6,000 POST) 055 RAIL TENSIONING ASSEMBLY EA 210.0000 420.00 2.000 420 056 END ANCHOR ASSEMBLY (TYPE SFT) EA 735.0000 2,205.00 3.000 2,205 057 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 2,300.00 1.000 2,300 058 ALTERNATIVE CRASH CUSHION SYSTEM EA 5,650.0000 11,300.00 2.000 11,300 059 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 42,480.00 0.000 0 060 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 3,330.00 0.000 0 061 THERMOPLASTIC PAVEMENT MARKING SQFT 3.4000 4,012.00 0.000 0 062 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 9,618.00 0.000 0 (BROKEN 36-12) 063 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 189.00 0.000 0 (BROKEN 17-7) 064 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1900 4,389.00 0.000 0 065 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3000 5,635.00 0.000 0 066 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,050.0000 1,050.00 0.815 855 SYSTEM ELEMENTS DURING CONSTRUCTION 067 MODIFY CHANGEABLE MESSAGE SIGN LS 7,300.0000 7,300.00 0.000 0 068 VEHICLE CLASSIFICATION STATION LS 62,600.0000 62,600.00 0.087 5,446 069 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 7,830.0000 7,830.00 0.000 0 070 MODIFY LIGHTING LS 313,000.0000 313,000.00 0.840 262,920 071 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 072 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 620.0000 68,200.00 110.000 68,200 PAVEMENT INTERLAYER) PROGRAM CAS145 PAGE 4 DATE 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2704 TIME 09:53 AM ESTIMATE NO. 012 BID OPENING 11/20/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: ENQUANHONE, GASHU DATE OF THIS ESTIMATE 02/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 301,916.60 13,514,028.98 ADJUSTMENT OF COMPENSATION 0.00 -281,596.72 EXTRA WORK 0.00 9,802.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 301,916.60 13,242,234.35 073 MOBILIZATION LS 510,000.0000 510,000.00 1.000 510,000 ORIGINAL CONTRACT AMOUNT 14,038,336.50 TOTAL WORK COMPLETED 301,916.60 13,752,234.35 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -150,958.00 -312,186.97 TOTAL 150,958.60 13,440,047.38 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 12/31/14 180 04/07/15 00/00/00 03/30/16 176 95 -6 0 91% 100% PROGRESS IS SATISFACTORY ENQUANHONE, GASHU RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/16