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 12/22/14 EST. NO. 010 TIME 02:24 PM R.E. NAME: AZIMA, HASSAN 07-265904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0014 1,559.75 E.W. @ F.A.(+) 111814 N I14 0 0015 2,771.77 110514 N I15 0 0016 2,771.77 110614 N I16 0 0017 2,677.88 111014 N I17 0 0018 640.30 111214 N I18 0 10,421.47 TOTAL THIS ESTIMATE 114,804.38 TOTAL PREVIOUS ESTIMATE 125,225.85 TOTAL TO DATE 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 12/22/14 EST. NO. 010 TIME 02:24 PM R.E. NAME: AZIMA, HASSAN 07-265904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-265904 TIME 02:24 PM ESTIMATE NO. 010 BID OPENING 07/11/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 12/22/14 LOCATION PROGRESS ESTIMATE 07-LA-101-1.0/11.0 ----------------- PETERSON-CHASE GENERAL LA COUNTY IN CITY OF LAS ANGELES, ENGINEERING CONSTRUCTION INC BETWEEN FIGUROA STREET AND LOS 1792 KAISER AVENUE ANGELES RIVER BRIDGE IRVINE CA 92614 FED. AID NO. ACNH-P101(227)E UPGRADE BRIDGE RAILS ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 750.00 0.750 2,250 002 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.700 5,250 003 TRAFFIC CONTROL SYSTEM LS 235,000.0000 235,000.00 0.150 35,250.00 0.750 176,250 004 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 4,200.00 30.000 1,050.00 97.000 3,395 005 TEMPORARY RAILING (TYPE K) LF 18.0000 124,200.00 1,176.000 21,168.00 3,880.000 69,840 006 TEMPORARY CRASH CUSHION MODULE EA 225.0000 27,000.00 30.000 6,750.00 95.000 21,375 007 TEMPORARY CRASH CUSHION (ADIEM) EA 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000 008 TEMPORARY CRASH CUSHION (ADIEM) EA 1,000.0000 2,000.00 0.000 0 REPLACEMENT MODULES 009 JOB SITE MANAGEMENT LS 2,500.0000 2,500.00 0.150 375.00 0.750 1,875 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 850.0000 850.00 0.750 637 011 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 1,600.00 4.000 200.00 4.000 200 012 TEMPORARY GRAVEL BAG BERM LF 2.5000 15,475.00 465.000 1,162.50 465.000 1,162 013 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.1000 4,290.00 0.000 0 STRIPE (HAZARDOUS WASTE) 014 TREATED WOOD WASTE LB 0.1700 5,372.00 0.000 0 015 REMOVE METAL BEAM GUARD RAILING LF 14.0000 38,220.00 855.500 11,977.00 1,099.500 15,393 016 REMOVE PAINTED TRAFFIC STRIPE LF 0.6600 15,312.00 3,472.000 2,291.52 3,472.000 2,291 017 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6600 11,022.00 1,968.000 1,298.88 14,930.000 9,853 018 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.3000 726.00 13.000 42.90 13.000 42 019 REMOVE PAVEMENT MARKER EA 1.1000 2,640.00 114.000 125.40 1,393.000 1,532 020 REMOVE ROADSIDE SIGN EA 100.0000 1,500.00 0.000 0 021 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 340.00 151.820 303 022 REMOVE ASPHALT CONCRETE SURFACING SQFT 3.6000 1,512.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-265904 TIME 02:24 PM ESTIMATE NO. 010 BID OPENING 07/11/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MODIFY INLET EA 3,000.0000 9,000.00 0.000 0 024 REMOVE CONCRETE CURB (LF) LF 15.0000 29,700.00 0.000 0 025 REFINISH BRIDGE DECK SQFT 25.0000 48,125.00 255.500 6,387.50 255.500 6,387 026 BRIDGE REMOVAL (PORTION), LOCATION A LS 150,000.0000 150,000.00 0.000 0 027 BRIDGE REMOVAL (PORTION), LOCATION B LS 78,000.0000 78,000.00 0.750 58,500 028 BRIDGE REMOVAL (PORTION), LOCATION C LS 55,000.0000 55,000.00 0.500 27,500 029 BRIDGE REMOVAL (PORTION), LOCATION D LS 16,000.0000 16,000.00 1.000 16,000 030 ROADWAY EXCAVATION CY 52.0000 20,800.00 50.460 2,623 031 ROADWAY EXCAVATION (TYPE Z-2) CY 100.0000 13,000.00 16.340 1,634 (AERIALLY DEPOSITED LEAD) 032 STRUCTURE EXCAVATION (BRIDGE) CY 52.0000 2,288.00 44.000 2,288 (F) 033 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 1,200.00 4.000 600 (F) 034 CLASS 3 AGGREGATE BASE (CY) CY 95.0000 16,150.00 5.850 555 035 LEAN CONCRETE BASE CY 180.0000 25,200.00 44.100 7,938 036 HOT MIX ASPHALT (TYPE A-WMA) TON 200.0000 24,000.00 0.000 0 037 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 19.0000 5,320.00 28.000 532.00 28.000 532 038 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 19.0000 8,170.00 88.000 1,672.00 106.000 2,014 039 PLACE HOT MIX ASPHALT SQFT 12.0000 7,080.00 0.000 0 (MISCELLANEOUS AREA) 040 TACK COAT TON 3,500.0000 700.00 0.000 0 041 CONTINUOUSLY REINFORCED CONCRETE CY 435.0000 13,920.00 30.670 13,341 PAVEMENT 042 CONTINUOUSLY REINFORCED CONCRETE LF 100.0000 900.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE A) 043 CONTINUOUSLY REINFORCED CONCRETE LF 100.0000 400.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE D) 044 CONTINUOUSLY REINFORCED CONCRETE LF 100.0000 1,300.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE E) 045 CONTINUOUSLY REINFORCED CONCRETE LF 240.0000 3,840.00 0.000 0 PAVEMENT (EXPANSION JOINT, TYPE WF) 046 JOINTED PLAIN CONCRETE PAVEMENT CY 300.0000 33,000.00 7.560 2,268 047 SEAL PAVEMENT JOINT LF 8.0000 4,080.00 0.000 0 048 SEAL ISOLATION JOINT LF 15.0000 10,050.00 0.000 0 049 DOWEL BAR (DRILL AND BOND) EA 25.0000 2,275.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-265904 TIME 02:24 PM ESTIMATE NO. 010 BID OPENING 07/11/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 120.0000 26,400.00 96.000 11,520 051 STRUCTURAL CONCRETE, BRIDGE CY 1,200.0000 260,400.00 44.000 52,800.00 68.000 81,600 (F) 052 MINOR CONCRETE (MINOR STRUCTURE) CY 1,650.0000 6,600.00 0.000 0 (F) 053 DRILL AND BOND DOWEL LF 18.0000 57,456.00 620.250 11,164 054 BAR REINFORCING STEEL (BRIDGE) LB 1.5500 81,398.25 3,217.500 4,987.13 15,863.000 24,587 (F) 055 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 638.00 0.000 0 (0.063"-UNFRAMED) 056 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 468.00 0.000 0 (0.080"-UNFRAMED) 057 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 280.00 0.000 0 (0.063"-FRAMED) 058 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 238.00 0.000 0 (0.080"-FRAMED) 059 METAL (RAIL MOUNTED SIGN) LB 7.7000 15,862.00 0.000 0 060 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 200.00 0.000 0 METHOD) 061 18" REINFORCED CONCRETE PIPE LF 78.0000 6,084.00 0.000 0 062 MINOR CONCRETE (CURB AND GUTTER) CY 525.0000 17,325.00 4.000 2,100.00 4.000 2,100 063 MISCELLANEOUS IRON AND STEEL LB 1.5000 978.00 0.000 0 (F) 064 METAL BEAM GUARD RAILING (WOOD POST) LF 29.0000 38,860.00 193.750 5,618.75 193.750 5,618 065 WEED CONTROL MAT RUBBER SQYD 72.0000 42,480.00 90.150 6,490.80 90.150 6,490 066 TRANSITION RAILING (TYPE WB) EA 3,550.0000 31,950.00 1.000 3,550.00 1.000 3,550 067 END CAP (TYPE A) EA 230.0000 1,150.00 1.000 230.00 1.000 230 068 END ANCHOR ASSEMBLY (TYPE SFT) EA 805.0000 2,415.00 1.000 805.00 1.000 805 069 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 3,400.00 0.000 0 070 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,675.0000 16,050.00 1.000 2,675.00 1.000 2,675 071 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 129.0000 18,189.00 141.000 18,189 (F) 072 CONCRETE BARRIER (TYPE 736B) LF 385.0000 10,010.00 26.000 10,010.00 26.000 10,010 (F) 073 CALIFORNIA ST-10 BRIDGE RAIL LF 165.0000 228,360.00 228.500 37,702.50 228.500 37,702 (F) (MODIFIED A) 074 CALIFORNIA ST-10 BRIDGE RAIL LF 172.0000 299,280.00 70.000 12,040.00 870.000 149,640 (F) (MODIFIED B) 075 CONCRETE BARRIER LF 395.0000 11,455.00 0.000 0 (TYPE 736 SV MODIFIED-1) 076 CONCRETE BARRIER LF 395.0000 13,430.00 34.000 13,430 (TYPE 736 SV MODIFIED-2) PROGRAM CAS145 PAGE 4 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-265904 TIME 02:24 PM ESTIMATE NO. 010 BID OPENING 07/11/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETE BARRIER LF 395.0000 3,950.00 0.000 0 (TYPE 736 SV MODIFIED-3) 078 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 10,362.00 0.000 0 079 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 6,952.00 0.000 0 080 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 5,389.00 0.000 0 (BROKEN 12-3) 081 THERMOPLASTIC PAVEMENT MARKING SQFT 8.8000 2,024.00 0.000 0 082 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 4,372.50 0.000 0 (BROKEN 36-12) 083 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 478.50 0.000 0 (BROKEN 17-7) 084 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5500 16,610.00 6,369.000 3,502.95 21,531.000 11,842 085 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2000 1,870.00 51.000 112 086 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3000 5,115.00 190.000 627.00 614.000 2,026 087 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 900.0000 900.00 1.000 900 SYSTEM ELEMENTS DURING CONSTRUCTION 088 LIGHTING (TEMPORARY) LS 6,000.0000 6,000.00 0.500 3,000 089 MODIFY COMMUNICATION SYSTEM LS 65,000.0000 65,000.00 0.994 64,610 090 MODIFY LIGHTING LS 54,000.0000 54,000.00 0.487 26,298 PROGRAM CAS145 PAGE 5 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-265904 TIME 02:24 PM ESTIMATE NO. 010 BID OPENING 07/11/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 239,171.83 946,936.43 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 10,421.47 125,225.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 249,593.30 1,072,162.28 091 MOBILIZATION LS 160,000.0000 160,000.00 0.950 152,000 ORIGINAL CONTRACT AMOUNT 2,623,136.25 TOTAL WORK COMPLETED 249,593.30 1,224,162.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 249,593.30 1,224,162.28 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 10/22/13 90 05/19/14 12/16/13 01/30/15 151 119 0 0 42% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO DAYS PENDING AZIMA, HASSAN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/14