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 12/23/16 EST. NO. 010 TIME 07:50 AM R.E. NAME: PANNU, ARASHDEEP 11-413304 --------------------------------------------------------------------------- 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 12/23/16 EST. NO. 010 TIME 07:50 AM R.E. NAME: PANNU, ARASHDEEP 11-413304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LIQDMGDELAY4TRAFOPEN -86,050.00 001 0.00 -86,050.00 EQUAL EMPLOYMENT OPPORTUNITY O/S FHWA 1391 -10,000.00 006 RECD O/S FHWA 1391 10,000.00 007 0.00 0.00 LABOR COMPLIANCE VIOLATION DEL APR 16 CPR -1,000.00 002 RECD APR 16 DEL 1,000.00 003 DEL AUG CPR -2,000.00 007 RECD AUG 16 DEL 2,000.00 008 INQ SEPT 16 CPR -1,000.00 008 DEL OCT 16 CPR -2,000.00 009 RECD SEP 16 INQ 1,000.00 009 0.00 -2,000.00 TOTAL DEDUCTIONS 0.00 -88,050.00 PROGRAM CAS145 PAGE 1 DATE 12/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-413304 TIME 07:50 AM ESTIMATE NO. 010 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: PANNU, ARASHDEEP DATE OF THIS ESTIMATE 12/23/16 LOCATION PROGRESS ESTIMATE 11-SD-15-R6.5/R10.9 ----------------- COFFMAN SPECIALTIES, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 9685 VIA EXCELENCIA STE 200 FROM 0.2 MILE SOUTH OF SAN DIEGO SAN DIEGO CA 92126 MISSION ROAD OC TO 0.3 MILE NORTH OF ROUTE 52/15 SEPARATION FED. AID NO. NHPI-015 ( ) ,4-207 (E ) GRIND PCC PAVEMEMENT AND SLAB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 25,000.0000 25,000.00 1.000 25,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 0.500 500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 750.0000 183,750.00 171.000 128,250 004 CONSTRUCTION AREA SIGNS LS 37,785.0000 37,785.00 0.679 25,656 005 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.698 69,800 006 CHANNELIZER (SURFACE MOUNTED) EA 150.0000 3,000.00 13.000 1,950 007 TRAFFIC PLASTIC DRUM EA 75.0000 21,000.00 217.000 16,275 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 5,000.0000 5,000.00 0.698 3,490 009 TEMPORARY RAILING (TYPE K) LF 35.0000 203,000.00 3,520.000 123,200 010 TEMPORARY CRASH CUSHION MODULE EA 275.0000 17,325.00 42.000 11,550 011 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,000.0000 92,000.00 18.000 72,000 012 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.698 3,490 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 7,500.0000 7,500.00 0.750 5,625 014 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 36,000.00 35.000 10,500.00 110.000 33,000 015 STREET SWEEPING LS 50,000.0000 50,000.00 0.698 34,900 016 TEMPORARY CONCRETE WASHOUT LS 8,000.0000 8,000.00 0.698 5,584 017 TEMPORARY FENCE (TYPE ESA) LF 15.0000 9,000.00 297.000 4,455 018 TREATED WOOD WASTE LB 0.1600 52,320.00 133,620.000 21,379 019 REMOVE GUARDRAIL LF 5.7500 96,025.00 2,420.000 13,915.00 13,958.000 80,258 020 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 250.0000 16,000.00 6.500 1,625 021 REMOVE ASPHALT CONCRETE DIKE LF 3.2600 85,086.00 14,363.000 46,823 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.2500 984,750.00 124,896.000 405,912 PROGRAM CAS145 PAGE 2 DATE 12/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-413304 TIME 07:50 AM ESTIMATE NO. 010 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: PANNU, ARASHDEEP DATE OF THIS ESTIMATE 12/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE (CY) CY 100.0000 17,000.00 21.800 2,180.00 129.030 12,903 024 REMOVE CRASH CUSHION EA 5,000.0000 15,000.00 2.000 10,000.00 2.000 10,000 025 ROADWAY EXCAVATION CY 215.0000 326,800.00 418.230 89,919.45 532.430 114,472 026 ROCK BLANKET SQFT 10.0000 62,900.00 5,647.000 56,470 027 HYDROMULCH SQFT 16.3000 1,043.20 0.000 0 028 LEAN CONCRETE BASE RAPID SETTING CY 450.0000 202,500.00 385.280 173,376 029 REPLACE BASE CY 75.0000 33,750.00 384.990 28,874 030 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,500.0000 2,000.00 0.000 0 031 PREPAVING INERTIAL PROFILER LS 15,142.0000 15,142.00 1.000 15,142 032 HOT MIX ASPHALT (TYPE A) TON 75.0000 9,750.00 0.000 0 033 MINOR HOT MIX ASPHALT TON 75.0000 35,250.00 0.000 0 034 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 92.0000 3,220,000.00 10,677.450 982,325 035 SHOULDER RUMBLE STRIP STA 10.8000 8,316.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 036 DATA CORE LS 25,000.0000 25,000.00 0.000 0 037 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 4,575.00 0.000 0 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 12,875.00 0.000 0 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 15,375.00 0.000 0 040 TACK COAT TON 1,300.0000 98,800.00 30.360 39,468 041 DRILL AND BOND (DOWEL BAR) EA 17.0500 34,952.50 1,200.000 20,460 042 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 625.0000 500,000.00 573.230 358,268 043 GRIND EXISTING CONCRETE SQYD 3.8000 1,098,200.00 249,000.000 946,200 PAVEMENT 044 MINOR CONCRETE (MINOR STRUCTURE) CY 3,800.0000 87,400.00 29.390 111,682 (F) 045 CONCRETE (RAPID SETTING) CF 45.0000 71,550.00 1,547.900 69,655 046 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 1,210.00 0.000 0 METHOD) 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.9500 1,254.30 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 048 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 15.8500 1,172.90 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-413304 TIME 07:50 AM ESTIMATE NO. 010 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: PANNU, ARASHDEEP DATE OF THIS ESTIMATE 12/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 DETECTABLE WARNING SURFACE SQFT 15.0000 4,650.00 298.900 4,483 050 MINOR CONCRETE (MISCELLANEOUS CY 395.0000 37,920.00 0.000 0 CONSTRUCTION) 051 PRE/POST CONSTRUCTION SURVEYS EA 1,250.0000 21,250.00 11.500 14,375 052 MISCELLANEOUS IRON AND STEEL LB 8.0000 2,760.00 0.000 0 (F) 053 DELINEATOR (CLASS 1) EA 50.0000 35,000.00 0.000 0 054 GUARD RAILING DELINEATOR EA 10.0000 540.00 3.000 30.00 28.000 280 055 MIDWEST GUARDRAIL SYSTEM LF 22.0000 277,200.00 2,000.000 44,000.00 11,409.000 250,998 056 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 35.0000 55,300.00 705.000 24,675 057 VEGETATION CONTROL (MINOR CONCRETE) SQYD 90.0000 64,800.00 0.000 0 058 TRANSITION RAILING (TYPE WB-31) EA 3,000.0000 75,000.00 1.000 3,000.00 14.000 42,000 059 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 33,750.00 7.000 5,250.00 34.000 25,500 060 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,850.0000 23,100.00 3.000 11,550 061 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 116,600.00 10.000 22,000.00 43.000 94,600 062 ALTERNATIVE CRASH CUSHION EA 35,000.0000 105,000.00 0.000 0 063 ALTERNATIVE CRASH CUSHION (TL-2) EA 30,000.0000 60,000.00 2.000 60,000 064 CONCRETE BARRIER (TYPE 60) LF 150.0000 90,000.00 0.000 0 065 CONCRETE BARRIER (TRANSITION) LF 425.0000 25,500.00 0.000 0 066 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 31,332.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 067 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 6,120.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 068 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 50,820.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 069 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 18,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 070 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 10,950.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 071 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 2.5000 13,125.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 072 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 52,150.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 073 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 15,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-413304 TIME 07:50 AM ESTIMATE NO. 010 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: PANNU, ARASHDEEP DATE OF THIS ESTIMATE 12/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 074 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3000 20,171.00 5,211.000 11,985 075 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.620 620 SYSTEM ELEMENTS DURING CONSTRUCTION 076 INDUCTIVE LOOP DETECTOR (LS) LS 125,000.0000 125,000.00 0.000 0 077 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 0.856 51,360 078 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 0.036 900 079 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 25,000.0000 25,000.00 0.654 16,350 080 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 25,000.0000 25,000.00 0.723 18,075 081 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 80,000.0000 80,000.00 0.698 55,840 PROGRAM CAS145 PAGE 5 DATE 12/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-413304 TIME 07:50 AM ESTIMATE NO. 010 BID OPENING 12/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: PANNU, ARASHDEEP DATE OF THIS ESTIMATE 12/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 200,794.45 4,743,612.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 6,536.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 200,794.45 4,750,149.22 082 MOBILIZATION LS 1,037,405.1000 1,037,405.10 0.950 985,534 ORIGINAL CONTRACT AMOUNT 10,565,000.00 TOTAL WORK COMPLETED 200,794.45 5,735,684.07 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -88,050.00 TOTAL 200,794.45 5,647,634.07 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 01/14/16 245 03/10/16 03/10/16 03/13/17 170 26 0 0 53% 69% PROGRESS IS SATISFACTORY PANNU, ARASHDEEP RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/16