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 11/27/18 EST. NO. 021 TIME 07:33 AM R.E. NAME: AL-JAMAL, A. 07-302104 --------------------------------------------------------------------------- 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 11/27/18 EST. NO. 021 TIME 07:33 AM R.E. NAME: AL-JAMAL, A. 07-302104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM 4401 ANNUAL 2017 -10,000.00 011 BI 36 ADJUSTMENT -300,000.00 021 -300,000.00 -310,000.00 EQUAL EMPLOYMENT OPPORTUNITY FORM 1391 -10,000.00 007 FORM 1391 10,000.00 008 0.00 0.00 LABOR COMPLIANCE VIOLATION CPR JUNE'17 -5,000.00 004 CPR JUNE'17 5,000.00 006 CPR NOVEMBER '17 -7,000.00 010 CPR NOVEMBER '17 7,000.00 011 CPR JANUARY '18 -7,000.00 012 MSS CPR JANUARY 2018 7,000.00 013 CPR APRIL '18 -5,000.00 015 CPR APRIL '18 5,000.00 016 CPR MAY'18 -4,000.00 016 CPR MAY'18 4,000.00 017 CPR JULY18 -4,000.00 018 CPR JULY 18 4,000.00 019 JAN'18 - MAY'18 -4,000.00 021 -4,000.00 -4,000.00 TOTAL DEDUCTIONS -304,000.00 -314,000.00 PROGRAM CAS145 PAGE 1 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302104 TIME 07:33 AM ESTIMATE NO. 021 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: AL-JAMAL, A. DATE OF THIS ESTIMATE 11/27/18 LOCATION PROGRESS ESTIMATE 07-LA-118-0.0/R14.3 ----------------- SECURITY PAVING COMPANY, INC. IN AND NEAR THE CITY OF LOS 13170 TELFAIR AVE ANGELES, FROM VENTURA COUNTY LINE SYLMAR CA 91342 TO ROUTE 210; ALSO ON ROUTE 27 (TOPANGA CANYON BOULEVARD) FROM DEVONSHIRE STREET TO ROUTE 118 FED. AID NO. ACNH-P118(65E) REHABILITATE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,300.0000 5,300.00 0.910 4,823 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,350.0000 705,000.00 18.000 42,300.00 289.000 679,150 004 CONSTRUCTION AREA SIGNS LS 79,500.0000 79,500.00 0.500 39,750 005 TRAFFIC CONTROL SYSTEM LS 1,350,000.0000 1,350,000.00 1.000 1,350,000 006 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 18,560.00 525.000 16,800 007 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 1,000.00 0.000 0 008 TEMPORARY RAILING (TYPE K) LF 16.6000 199,200.00 8,600.000 142,760 009 TEMPORARY CRASH CUSHION MODULE EA 170.0000 127,500.00 743.000 126,310 010 JOB SITE MANAGEMENT LS 42,000.0000 42,000.00 1.000 42,000 011 PREPARE STORM WATER POLLUTION PREVENTION LS 1,600.0000 1,600.00 0.920 1,472 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 0.000 0 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 904.0000 22,600.00 0.000 0 014 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 015 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 6,500.00 0.000 0 (BONDED FIBER MATRIX) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 105.0000 28,350.00 60.000 6,300 017 TEMPORARY FIBER ROLL LF 4.1000 41,000.00 0.000 0 018 STREET SWEEPING LS 55,000.0000 55,000.00 1.000 55,000 019 TEMPORARY CONCRETE WASHOUT LS 24,000.0000 24,000.00 0.080 1,920.00 1.000 24,000 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3200 3,936.00 21,745.000 6,958 STRIPE (HAZARDOUS WASTE) 021 TREATED WOOD WASTE LB 0.1700 60,520.00 264,020.000 44,883 022 REMOVE GUARDRAIL LF 7.1200 126,736.00 18,485.630 131,617 PROGRAM CAS145 PAGE 2 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302104 TIME 07:33 AM ESTIMATE NO. 021 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: AL-JAMAL, A. DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 4,053.00 34,256.000 7,193 024 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.6000 3,440.00 326.000 521.60 400.340 640 025 REMOVE PAVEMENT MARKER EA 0.5500 1,012.00 920.000 506 026 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 109,000.00 67,436.000 67,436 027 REMOVE PIPE (LF) LF 55.0000 13,750.00 250.000 13,750 028 REMOVE INLET EA 1,600.0000 16,000.00 8.000 12,800 029 RELOCATE CRASH CUSHION EA 7,500.0000 15,000.00 2.000 15,000 030 MODIFY INLET EA 4,800.0000 4,800.00 0.000 0 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.1000 532,400.00 512,939.280 564,233 032 REMOVE CONCRETE (LF) LF 110.0000 2,420.00 0.000 0 033 REMOVE CONCRETE (CHANNEL) CY 480.0000 960.00 0.000 0 034 REMOVE CONCRETE CY 120.0000 20,400.00 236.110 28,333 (CURB, GUTTER, AND SIDEWALK) (CY) 035 REMOVE CRASH CUSHION EA 2,650.0000 2,650.00 0.000 0 036 ROADWAY EXCAVATION CY 160.0000 54,400.00 5,573.700 891,792 037 ROCK BLANKET SQFT 140.0000 6,020.00 0.000 0 038 CLASS 3 AGGREGATE BASE (CY) CY 53.0000 160,060.00 951.960 50,453 039 LEAN CONCRETE BASE RAPID SETTING CY 290.0000 461,100.00 1,147.750 332,847 040 BASE BOND BREAKER SQYD 0.3500 5,320.00 0.000 0 041 HOT MIX ASPHALT (TYPE A) TON 98.5000 306,335.00 1,671.340 164,626 042 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 102.4000 6,543,360.00 65,909.610 6,749,144 043 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.1000 117,700.00 68,569.000 75,425 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.1000 3,135.00 1,986.000 2,184 045 PLACE HOT MIX ASPHALT SQYD 43.5000 34,365.00 0.000 0 (MISCELLANEOUS AREA) 046 TACK COAT TON 600.0000 138,000.00 175.720 105,432 047 JOINTED PLAIN CONCRETE PAVEMENT CY 405.0000 1,684,800.00 2,781.510 1,126,511 (RSC) 048 DRILL AND BOND (DOWEL BAR) EA 24.0000 15,360.00 640.000 15,360 (F) 049 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 550.0000 236,500.00 552.290 303,759 PROGRAM CAS145 PAGE 3 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302104 TIME 07:33 AM ESTIMATE NO. 021 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: AL-JAMAL, A. DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 GRIND EXISTING CONCRETE SQYD 4.8000 768,000.00 125,851.000 604,084 PAVEMENT 051 STRUCTURAL CONCRETE, APPROACH SLAB CY 842.0000 878,206.00 1,007.000 847,894 (TYPE R) 052 MINOR CONCRETE (MINOR STRUCTURE) CY 740.0000 20,720.00 -21.400 -15,836.00 28.000 20,720 (F) 053 PAVING NOTCH EXTENSION CF 152.0000 77,520.00 985.000 149,720 054 CLEAN EXPANSION JOINT LF 16.0000 21,248.00 1,328.000 21,248 055 JOINT SEAL (MR 1") LF 32.0000 44,768.00 1,000.000 32,000 056 JOINT SEAL (MR 1 1/2") LF 115.0000 9,430.00 50.000 5,750 057 BONDED JOINT SEAL (MR 2") LF 74.0000 9,250.00 100.000 7,400 058 BONDED JOINT SEAL (MR 3") LF 69.0000 19,665.00 100.000 6,900 059 BONDED JOINT SEAL (MR 1") LF 74.0000 4,514.00 0.000 0 060 BONDED JOINT SEAL (MR 1 1/2") LF 74.0000 5,624.00 0.000 0 061 10" PLASTIC PIPE LF 180.0000 1,800.00 10.000 1,800 062 18" REINFORCED CONCRETE PIPE LF 130.0000 31,200.00 240.000 31,200 063 24" REINFORCED CONCRETE PIPE LF 370.0000 740.00 2.000 740 064 18" CORRUGATED STEEL PIPE (.109" THICK) LF 245.0000 4,410.00 18.000 4,410 065 CONCRETE (CHANNEL LINING) CY 530.0000 795.00 0.000 0 066 DETECTABLE WARNING SURFACE SQFT 37.0000 28,860.00 822.000 30,414 067 MINOR CONCRETE (CURB, SIDEWALK AND CY 650.0000 104,000.00 4.400 2,860.00 286.900 186,485 CURB RAMP) 068 PRE/POST CONSTRUCTION SURVEYS EA 1,500.0000 12,000.00 33.000 49,500 069 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 070 DELINEATOR (CLASS 2) EA 85.0000 22,100.00 0.000 0 071 GUARD RAILING DELINEATOR EA 26.5000 19,875.00 734.000 19,451 072 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 12,300.00 401.000 12,030 073 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 30.0000 396,000.00 8,101.250 243,037 074 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 34.0000 70,720.00 7,576.000 257,584 075 VEGETATION CONTROL (MINOR CONCRETE) SQYD 58.0000 343,360.00 1,808.000 104,864.00 1,808.000 104,864 076 THRIE BEAM CONNECTION (TYPE 25) LF 520.0000 15,080.00 29.000 15,080 (F) PROGRAM CAS145 PAGE 4 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302104 TIME 07:33 AM ESTIMATE NO. 021 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: AL-JAMAL, A. DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 THRIE BEAM CONNECTION (TYPE 1) LF 480.0000 1,920.00 4.000 1,920 (F) 078 THRIE BEAM CONNECTION (TYPE 9) LF 610.0000 9,760.00 16.000 9,760 (F) 079 PEDESTRIAN BARRICADE EA 5,000.0000 5,000.00 0.000 0 080 CONCRETE BARRIER TRANSITION (TYPE 25 LF 260.0000 130,260.00 501.000 130,260 (F) MODIFIED) 081 SINGLE THRIE BEAM BARRIER LF 44.5000 4,895.00 110.000 4,895 082 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 182,400.00 46.000 174,800 083 END CAP (TYPE A) EA 290.0000 2,610.00 9.000 2,610 084 END ANCHOR ASSEMBLY (TYPE SFT) EA 760.0000 16,720.00 27.000 20,520 085 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 92,500.00 25.000 92,500 086 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 65,000.00 26.000 65,000 087 CRASH CUSHION (TYPE CAT) EA 6,200.0000 18,600.00 3.000 18,600 088 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 167.5000 234,835.00 1,402.000 234,835 (F) 089 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 102,900.00 354,789.000 106,436 090 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6400 23,424.00 36,215.000 23,177 091 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 4,746.00 13,141.000 5,519 (BROKEN 12-3) 092 THERMOPLASTIC PAVEMENT MARKING SQFT 2.1200 39,008.00 20,091.000 42,592.92 20,931.000 44,373 093 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 54.00 150.000 15 (BROKEN 6-1) 094 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1100 13,750.00 164,932.000 18,142 (BROKEN 36-12) 095 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1100 3,795.00 29,331.000 3,226 (BROKEN 17-7) 096 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 725.00 1,361.000 680 (BROKEN 36-12) 097 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0600 11,130.00 88.000 93.28 12,696.000 13,457 098 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1200 25,440.00 5,188.000 10,998.56 12,386.000 26,258 099 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,200.0000 3,200.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 100 MODIFYING EXISTING ELECTRICAL SYSTEM LS 790,000.0000 790,000.00 0.122 96,380.00 0.882 696,780 101 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 102 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,750.0000 42,000.00 24.000 42,000.00 24.000 42,000 (F) 103 MISCELLANEOUS METAL LB 2.1000 9,769.20 4,652.000 9,769.20 4,652.000 9,769 (F) PROGRAM CAS145 PAGE 5 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302104 TIME 07:33 AM ESTIMATE NO. 021 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: AL-JAMAL, A. DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 338,463.56 17,600,104.43 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 72,182.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 338,463.56 17,672,287.26 104 MOBILIZATION LS 1,250,000.0000 1,250,000.00 1.000 1,250,000 ORIGINAL CONTRACT AMOUNT 19,416,268.20 TOTAL WORK COMPLETED 338,463.56 18,922,287.26 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -304,000.00 -314,000.00 TOTAL 34,463.56 18,608,287.26 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 01/19/17 300 04/11/17 04/11/17 12/07/18 289 133 0 0 88% 96% PROGRESS IS SATISFACTORY AL-JAMAL, A. RESIDENT ENGINEER PROGRAM CAS145 DATE 11/27/18