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 08/22/17 EST. NO. 007 TIME 11:31 AM R.E. NAME: SAMY, RAGY 07-300704 --------------------------------------------------------------------------- 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 08/22/17 EST. NO. 007 TIME 11:31 AM R.E. NAME: SAMY, RAGY 07-300704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPEN LANECLOSUR -36,000.00 004 0.00 -36,000.00 LABOR COMPLIANCE VIOLATION MISS CPR'S MAY/JUN17 -6,000.00 007 -6,000.00 -6,000.00 TOTAL DEDUCTIONS -6,000.00 -42,000.00 PROGRAM CAS145 PAGE 1 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300704 TIME 11:31 AM ESTIMATE NO. 007 BID OPENING 04/26/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 08/22/17 LOCATION RERUN PROGRESS ESTIMATE 07-LA-5-13.8/19.2 ----------------------- SECURITY PAVING COMPANY, INC. IN LOS ANGELES COUNTY 13170 TELFAIR AVE LA-5 PAVEMENT REHAB SYLMAR CA 91342 FROM ROUTE 5/710 SEPERATION TO MAIN STREET UNDERCROSSING FED. AID NO. NHPI-052(979)E PVMT REHAB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 825.5000 825.50 1.000 825 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,412.0000 3,412.00 0.200 682 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,070.0000 326,350.00 18.000 19,260.00 134.000 143,380 004 CONSTRUCTION AREA SIGNS LS 21,030.0000 21,030.00 0.600 12,618 005 TRAFFIC CONTROL SYSTEM LS 517,200.0000 517,200.00 0.059 30,514.80 0.432 223,430 006 JOB SITE MANAGEMENT LS 35,830.0000 35,830.00 0.059 2,113.97 0.432 15,478 007 PREPARE STORM WATER POLLUTION PREVENTION LS 1,760.0000 1,760.00 1.000 1,760 PLAN 008 RAIN EVENT ACTION PLAN EA 500.0000 13,000.00 0.000 0 009 STORM WATER SAMPLING AND ANALYSIS DAY EA 160.0000 1,920.00 0.000 0 010 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 011 MOVE-IN/MOVE-OUT EA 533.0000 1,066.00 1.000 533 (TEMPORARY EROSION CONTROL) 012 TEMPORARY HYDRAULIC MULCH SQYD 0.3100 3,100.00 0.000 0 013 TEMPORARY COVER SQYD 2.5000 5,000.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 256.5000 7,951.50 0.000 0 015 TEMPORARY FIBER ROLL LF 4.6000 83,260.00 0.000 0 016 TEMPORARY GRAVEL BAG BERM LF 4.8000 3,840.00 0.000 0 017 TEMPORARY CONSTRUCTION ENTRANCE EA 2,244.0000 4,488.00 0.000 0 018 STREET SWEEPING LS 55,280.0000 55,280.00 0.052 2,874.56 0.305 16,860 019 TEMPORARY CONCRETE WASHOUT LS 5,599.0000 5,599.00 0.300 1,679 020 TREATED WOOD WASTE LB 0.1100 10,329.00 0.000 0 021 RAPID SETTING CONCRETE (PATCH) CF 1,282.0000 2,564.00 0.000 0 022 REMOVE CHAIN LINK FENCE LF 19.2000 1,747.20 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300704 TIME 11:31 AM ESTIMATE NO. 007 BID OPENING 04/26/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE GUARDRAIL LF 7.5500 77,765.00 0.000 0 024 REMOVE PAVEMENT MARKER EA 1.2500 31,125.00 0.000 0 025 REMOVE ROADSIDE SIGN EA 160.0000 1,920.00 0.000 0 026 REMOVE ASPHALT CONCRETE DIKE LF 4.6500 54,870.00 210.000 976 027 REMOVE ASPHALT CONCRETE SURFACING SQFT 5.7000 10,773.00 0.000 0 028 ADJUST PULL BOX EA 533.0000 5,863.00 0.000 0 029 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.2000 851,200.00 178,101.190 569,923 030 REMOVE CONCRETE (CURB AND GUTTER) LF 5.5000 76,450.00 0.000 0 031 REMOVE UNSOUND CONCRETE CF 780.5000 1,561.00 0.000 0 032 REMOVE CONCRETE BARRIER (TYPE K) LF 13.0000 2,470.00 0.000 0 033 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 10.9000 106,275.00 0.000 0 034 REMOVE CRASH CUSHION EA 3,555.0000 7,110.00 0.000 0 035 REMOVE CRASH CUSHION (SAND FILLED) EA 1,452.0000 2,904.00 0.000 0 036 ROADWAY EXCAVATION CY 51.6000 76,884.00 182.660 9,425 037 ROADWAY EXCAVATION (TYPE Z-2) CY 263.0000 55,230.00 0.000 0 (AERIALLY DEPOSITED LEAD) 038 CLASS 3 AGGREGATE BASE (CY) CY 132.0000 8,712.00 0.000 0 039 LEAN CONCRETE BASE RAPID SETTING CY 586.0000 11,720.00 0.000 0 040 REPLACE BASE CY 194.0000 129,980.00 127.830 24,799 041 ALTERNATE TREATED BASE CY 258.5000 49,115.00 0.000 0 042 BASE BOND BREAKER SQYD 0.5000 8,250.00 8,250.000 4,125 043 HOT MIX ASPHALT (TYPE A) TON 204.0000 14,280.00 0.000 0 044 MINOR HOT MIX ASPHALT TON 71.2000 19,936.00 0.000 0 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 102.5000 3,679,750.00 22,726.200 2,329,435 046 DATA CORE LS 6,398.0000 6,398.00 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.4500 13,514.00 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.4500 3,523.50 0.000 0 049 TACK COAT TON 426.5000 17,060.00 17.000 7,250 PROGRAM CAS145 PAGE 3 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300704 TIME 11:31 AM ESTIMATE NO. 007 BID OPENING 04/26/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 JOINTED PLAIN CONCRETE PAVEMENT CY 399.5000 439,450.00 182.600 72,948 (RSC) 051 DRILL AND BOND (DOWEL BAR) EA 22.0000 172,700.00 1,480.000 32,560 052 INDIVIDUAL PRECAST SLAB REPLACEMENT CY 826.0000 1,544,620.00 42.640 35,220.64 42.640 35,220 053 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 492.5000 719,050.00 1,552.340 764,527 054 GRIND EXISTING CONCRETE SQYD 5.3000 283,020.00 0.000 0 PAVEMENT 055 STRUCTURAL CONCRETE, APPROACH SLAB CY 924.0000 281,820.00 218.680 202,060 (TYPE R) 056 STRUCTURAL CONCRETE,APPROACH SLAB CY 850.5000 174,352.50 197.380 167,871 (TYPE R MODIFIED) 057 PAVING NOTCH EXTENSION CF 27.7000 5,069.10 15.700 434 058 CLEAN EXPANSION JOINT LF 31.7000 1,965.40 0.000 0 059 JOINT SEAL (MR 1/2") LF 88.8000 21,844.80 0.000 0 060 JOINT SEAL (MR 1") LF 86.0000 19,264.00 0.000 0 061 ROADSIDE SIGN - ONE POST EA 426.5000 2,132.50 0.000 0 062 ROADSIDE SIGN - TWO POST EA 800.0000 2,400.00 0.000 0 063 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 266.5000 1,332.50 0.000 0 METHOD) 064 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 12.2000 150,060.00 0.000 0 065 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.7000 110,057.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 066 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 147,280.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 805.00 0.000 0 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7000 1,287.00 0.000 0 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 2,450.00 0.000 0 (0.080"-FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 070 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.8500 73,710.00 0.000 0 071 DETECTABLE WARNING SURFACE SQFT 37.3000 18,650.00 0.000 0 072 MINOR CONCRETE (STAMPED CONCRETE) SQFT 11.1000 45,843.00 0.000 0 073 MINOR CONCRETE (CURB, SIDEWALK AND CY 792.0000 871,200.00 0.000 0 CURB RAMP) 074 PRE/POST CONSTRUCTION SURVEYS EA 522.5000 18,810.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300704 TIME 11:31 AM ESTIMATE NO. 007 BID OPENING 04/26/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 MISCELLANEOUS METAL LB 5.3500 2,177.45 0.000 0 (F) 076 CHAIN LINK FENCE (TYPE CL-6) LF 76.8000 6,451.20 0.000 0 077 GUARD RAILING DELINEATOR EA 32.0000 29,760.00 0.000 0 078 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 27.7000 222,985.00 0.000 0 079 VEGETATION CONTROL (MINOR CONCRETE) SQYD 56.1000 454,971.00 0.000 0 080 SINGLE THRIE BEAM BARRIER LF 32.0000 45,760.00 0.000 0 081 DOUBLE THRIE BEAM BARRIER LF 45.9000 42,228.00 0.000 0 082 TRANSITION RAILING (TYPE STB) EA 4,212.0000 12,636.00 0.000 0 083 TRANSITION RAILING (TYPE DTB) EA 4,372.0000 8,744.00 0.000 0 084 TRANSITION RAILING (TYPE WB-31) EA 3,732.0000 93,300.00 0.000 0 085 END CAP (TYPE A) EA 320.0000 1,600.00 0.000 0 086 END ANCHOR ASSEMBLY (TYPE SFT) EA 720.0000 10,080.00 0.000 0 087 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,626.0000 47,138.00 0.000 0 088 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,346.0000 21,114.00 0.000 0 089 CRASH CUSHION (TYPE SC1-100GM) EA 47,430.0000 284,580.00 0.000 0 090 CRASH CUSHION (TYPE SC1-70GM) EA 48,300.0000 96,600.00 0.000 0 091 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 106.0000 74,200.00 0.000 0 092 CONCRET TRANSITION BLOCK (MODIFIED) LF 235.5000 75,360.00 0.000 0 093 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 59,400.00 0.000 0 094 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5800 13,572.00 0.000 0 095 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 4,089.00 0.000 0 (BROKEN 12-3) 096 THERMOPLASTIC PAVEMENT MARKING SQFT 2.3500 22,278.00 0.000 0 097 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2300 45,310.00 0.000 0 (BROKEN 36-12) 098 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2300 1,607.70 0.000 0 (BROKEN 17-7) 099 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1200 23,640.00 0.000 0 100 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1500 18,860.00 0.000 0 101 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3500 19,998.50 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300704 TIME 11:31 AM ESTIMATE NO. 007 BID OPENING 04/26/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,280.0000 1,280.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 103 MODIFY TRAFFIC MONITORING STATION LS 23,460.0000 23,460.00 0.000 0 104 MODIFY RAMP METERING SYSTEM LS 291,100.0000 291,100.00 0.000 0 105 MODIFY AUTOMATION VEHICLE CLASSIFICATION LS 27,730.0000 27,730.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300704 TIME 11:31 AM ESTIMATE NO. 007 BID OPENING 04/26/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 89,983.97 4,638,807.24 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 89,983.97 4,638,807.24 106 MOBILIZATION LS 770,578.1500 770,578.15 0.950 732,049 ORIGINAL CONTRACT AMOUNT 14,395,951.50 TOTAL WORK COMPLETED 89,983.97 5,370,856.48 MATERIALS ON HAND ON SITE 732,735.98 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -6,000.00 -42,000.00 TOTAL 83,983.97 6,061,592.46 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 06/20/16 305 00/00/00 09/19/16 05/10/18 119 76 0 0 37% 39% PROGRESS IS SATISFACTORY SAMY, RAGY RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/17