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 03/25/19 EST. NO. 013 TIME 12:32 PM R.E. NAME: AZIMA, HASSAN 07-295804 --------------------------------------------------------------------------- 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 03/25/19 EST. NO. 013 TIME 12:32 PM R.E. NAME: AZIMA, HASSAN 07-295804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM VIOLATION -34,950.00 009 0.00 -34,950.00 LABOR COMPLIANCE VIOLATION MSG CPR MAY&JULY2018 -4,000.00 006 MSG CPR MAY&JUL2018 4,000.00 007 EPT 2018 CPR -3,000.00 008 SEPT 2018 CPR 3,000.00 009 0.00 0.00 TOTAL DEDUCTIONS 0.00 -34,950.00 PROGRAM CAS145 PAGE 1 DATE 03/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295804 TIME 12:32 PM ESTIMATE NO. 013 BID OPENING 12/20/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 03/25/19 LOCATION PROGRESS ESTIMATE 07-LA-60-R3.7/R6.3 ----------------- ODONNELL CONSTRUCTION, INC. IN THE CITIES OF LOS ANGELES, 559 W COVINA BLVD MONTEREY PARK, MONTEBELLO FROM SAN DIMAS CA 91773 MEDNIK AVE TO MARKLAND DRIVE FED. AID NO. ACNH-P060(151)E ROADSIDE SAFETY IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 800.0000 800.00 1.000 800 002 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.750 6,000 003 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.990 123,750 004 TYPE III BARRICADE EA 60.0000 1,260.00 21.000 1,260 005 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,160.00 56.000 1,680 006 TEMPORARY RAILING (TYPE K) LF 30.0000 63,000.00 2,100.000 63,000 007 TEMPORARY CRASH CUSHION MODULE EA 250.0000 24,500.00 112.000 28,000 008 JOB SITE MANAGEMENT LS 13,000.0000 13,000.00 0.990 12,870 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 0.750 3,750 010 TEMPORARY COVER SQYD 2.0000 1,120.00 0.000 0 011 TEMPORARY DRAINAGE INLET PROTECTION EA 90.0000 2,790.00 26.000 2,340 012 TEMPORARY FIBER ROLL LF 2.7500 65,175.00 9,700.000 26,675 013 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 8,400.00 3.000 8,400 014 STREET SWEEPING LS 12,000.0000 12,000.00 0.990 11,880 015 TEMPORARY CONCRETE WASHOUT LS 12,000.0000 12,000.00 0.990 11,880 016 TREATED WOOD WASTE LB 0.3500 18,025.00 51,500.000 18,025 017 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 1.000 35,000 018 ROADWAY EXCAVATION CY 72.0000 72,000.00 900.000 64,800 019 ROADWAY EXCAVATION (TYPE Z-2) CY 190.0000 3,420.00 18.000 3,420 (AERIALLY DEPOSITED LEAD) 020 STRUCTURE EXCAVATION (RETAINING WALL) CY 92.0000 276,460.00 3,005.000 276,460 (F) 021 STRUCTURE EXCAVATION (TYPE Z-2) CY 200.0000 6,600.00 33.000 6,600 (AERIALLY DEPOSITED LEAD) 022 STRUCTURE EXCAVATION (TYPE Z-3) CY 235.0000 13,160.00 56.000 13,160 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 2 DATE 03/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295804 TIME 12:32 PM ESTIMATE NO. 013 BID OPENING 12/20/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 03/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 110,340.00 1,094.000 65,640 (F) 024 PERVIOUS BACKFILL MATERIAL (RETAINING CY 100.0000 5,400.00 34.000 3,400 (F) WALL) 025 ROADSIDE CLEARING LS 3,850.0000 3,850.00 1.000 3,850 026 IRON SULFATE (LB) LB 21.0000 420.00 20.000 420 027 SLOW-RELEASE FERTILIZER LB 21.0000 609.00 14.000 294 028 PLANT (GROUP A) EA 24.5000 22,785.00 930.000 22,785 029 PLANT ESTABLISHMENT WORK LS 23,600.0000 23,600.00 0.080 1,888.00 0.136 3,209 030 WOOD MULCH CY 57.0000 31,920.00 374.000 21,318 031 CHECK AND TEST EXISTING IRRIGATION LS 3,800.0000 3,800.00 1.000 3,800 FACILITIES 032 REMOVE IRRIGATION FACILITY LS 700.0000 700.00 1.000 700 033 CONTROL AND NEUTRAL CONDUCTORS LS 8,100.0000 8,100.00 0.500 4,050 034 1" REMOTE CONTROL VALVE EA 475.0000 950.00 0.000 0 035 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.3000 212.00 40.000 212 (F) LINE) 036 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.5000 2,898.50 382.000 2,101 (F) LINE) 037 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.3000 1,083.60 0.000 0 (F) (SUPPLY LINE) 038 3" PLASTIC PIPE (CLASS 315) LF 16.0000 4,000.00 0.000 0 (F) (SUPPLY LINE) 039 BALL VALVE EA 170.0000 170.00 0.000 0 040 CLASS 3 AGGREGATE BASE (CY) CY 170.0000 17,000.00 51.000 8,670 041 LEAN CONCRETE BASE CY 350.0000 24,500.00 36.000 12,600 042 HOT MIX ASPHALT (TYPE A) TON 140.0000 39,200.00 249.400 34,916 043 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.4000 19,944.00 8,239.000 19,773 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.4000 600.00 328.000 787 045 PLACE HOT MIX ASPHALT SQYD 45.0000 9,000.00 0.000 0 (MISCELLANEOUS AREA) 046 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 2.3000 7,659.00 282.000 648 047 REMOVE ASPHALT CONCRETE DIKE LF 3.3000 28,479.00 8,630.000 28,479 048 JOINTED PLAIN CONCRETE PAVEMENT CY 440.0000 66,000.00 76.000 33,440 049 16" CAST-IN-DRILLED-HOLE CONCRETE LF 130.0000 13,000.00 100.000 13,000 PILING (BARRIER) PROGRAM CAS145 PAGE 3 DATE 03/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295804 TIME 12:32 PM ESTIMATE NO. 013 BID OPENING 12/20/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 03/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, RETAINING WALL CY 540.0000 406,620.00 59.000 31,860.00 753.000 406,620 (F) 051 MINOR CONCRETE CY 2,700.0000 32,400.00 12.000 32,400 (F) 052 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 18,000.00 10.000 18,000 (F) 053 ARCHITECTURAL TREATMENT SQFT 24.0000 56,016.00 500.000 12,000.00 2,334.000 56,016 (F) 054 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1000 99,157.30 90,143.000 99,157 (F) 055 MINOR CONCRETE (CURB) (CY) CY 800.0000 3,200.00 2.000 1,600 056 MINOR CONCRETE (GUTTER) (LF) LF 40.0000 15,040.00 189.000 7,560 057 MINOR CONCRETE (MISCELLANEOUS CY 1,000.0000 1,400.00 0.700 700 CONSTRUCTION) 058 MINOR CONCRETE (CURB AND GUTTER) CY 760.0000 22,800.00 15.000 11,400 059 MINOR CONCRETE (DRIVEWAY) CY 700.0000 18,200.00 13.000 9,100 060 REMOVE CONCRETE (CURB AND GUTTER) LF 8.0000 3,760.00 450.000 3,600 061 TEMPORARY FENCE (TYPE CL-6) LF 10.5000 5,250.00 500.000 5,250 062 CHAIN LINK FENCE (TYPE CL-6) LF 52.0000 12,480.00 0.000 0 063 4' CHAIN LINK GATE (TYPE CL-6) EA 1,370.0000 8,220.00 0.000 0 064 9' CHAIN LINK GATE (TYPE CL-6) EA 1,190.0000 9,520.00 0.000 0 065 REMOVE CHAIN LINK FENCE LF 9.5000 4,465.00 470.000 4,465 066 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 33.0000 291,060.00 8,800.250 290,408 067 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 64,900.00 1,713.900 94,264 068 PIPE HANDRAILING LF 160.0000 16,960.00 106.000 16,960 (F) 069 CABLE RAILING LF 26.0000 9,776.00 189.000 4,914 (F) 070 TRANSITION RAILING (TYPE WB-31) EA 3,650.0000 18,250.00 5.000 18,250 071 END CAP (TYPE A) EA 300.0000 2,400.00 7.000 2,100 072 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 8,000.00 9.000 7,200 073 SOFTSTOP TERMINAL SYSTEM EA 3,900.0000 3,900.00 2.000 7,800 074 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 6,000.00 2.000 6,000 075 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 450.0000 13,500.00 30.000 13,500 (F) 076 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 600.0000 5,820.00 9.700 5,820 (F) PROGRAM CAS145 PAGE 4 DATE 03/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295804 TIME 12:32 PM ESTIMATE NO. 013 BID OPENING 12/20/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 03/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETE BARRIER (TYPE 736SV) LF 550.0000 10,670.00 19.400 10,670 (F) 078 REMOVE GUARDRAIL LF 7.6000 63,992.00 8,420.000 63,992 079 REMOVE CONCRETE BARRIER LF 110.0000 3,300.00 30.000 3,300 080 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,100.0000 1,100.00 1.000 1,100 SYSTEM ELEMENTS DURING CONSTRUCTION 081 MODIFYING EXISTING ELECTRICAL SYSTEM LS 115,000.0000 115,000.00 1.000 115,000 PROGRAM CAS145 PAGE 5 DATE 03/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-295804 TIME 12:32 PM ESTIMATE NO. 013 BID OPENING 12/20/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 03/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 45,748.00 2,320,991.05 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 35,357.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 45,748.00 2,356,348.59 082 MOBILIZATION LS 250,000.0000 250,000.00 1.000 250,000 ORIGINAL CONTRACT AMOUNT 2,816,246.40 TOTAL WORK COMPLETED 45,748.00 2,606,348.59 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -34,950.00 TOTAL 45,748.00 2,571,398.59 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 02/02/18 380 02/21/18 02/20/18 09/20/19 311 13 0 0 90% 82% PROGRESS IS SATISFACTORY CCO DAYS PENDING AZIMA, HASSAN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/25/19