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 06/22/15 EST. NO. 016 TIME 10:38 AM 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 --------------------------------------------------------------------------- 001 0071 198.92 E.W. @ F.A.(+) 042615 N 0126.0 006 0006 6,804.82 E.W. @ F.A.(+) 061714 N J6 0 007 0055 8,243.94 E.W. @ F.A.(+) 011515 N 0071.0 011 0009 490.13 E.W. @ F.A.(+) 041315 N 0119.0 0010 490.13 041615 N 0122.0 0014 4,718.90 042815 N 0127.0 0015 2,990.54 042915 N 0128.0 23,937.38 TOTAL THIS ESTIMATE 381,442.05 TOTAL PREVIOUS ESTIMATE 405,379.43 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 06/22/15 EST. NO. 016 TIME 10:38 AM 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 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-265904 TIME 10:38 AM ESTIMATE NO. 016 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 06/20/15 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 06/22/15 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 1.000 3,000 002 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.300 2,250.00 1.000 7,500 003 TRAFFIC CONTROL SYSTEM LS 235,000.0000 235,000.00 0.020 4,700.00 1.000 235,000 004 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 4,200.00 110.000 3,850 005 TEMPORARY RAILING (TYPE K) LF 18.0000 124,200.00 6,240.000 112,320 006 TEMPORARY CRASH CUSHION MODULE EA 225.0000 27,000.00 120.000 27,000 007 TEMPORARY CRASH CUSHION (ADIEM) EA 5,000.0000 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 0.050 125.00 1.000 2,500 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 850.0000 850.00 0.750 637 011 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 1,600.00 11.000 550 012 TEMPORARY GRAVEL BAG BERM LF 2.5000 15,475.00 1,859.000 4,647 013 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.1000 4,290.00 1,884.000 2,072 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 2,409.500 33,733 016 REMOVE PAINTED TRAFFIC STRIPE LF 0.6600 15,312.00 5,729.000 3,781.14 15,179.000 10,018 017 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6600 11,022.00 14,930.000 9,853 018 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.3000 726.00 13.000 42 019 REMOVE PAVEMENT MARKER EA 1.1000 2,640.00 334.000 367.40 1,926.000 2,118 020 REMOVE ROADSIDE SIGN EA 100.0000 1,500.00 5.000 500.00 18.000 1,800 021 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 340.00 81.730 163 022 REMOVE ASPHALT CONCRETE SURFACING SQFT 3.6000 1,512.00 420.000 1,512 PROGRAM CAS145 PAGE 2 DATE 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-265904 TIME 10:38 AM ESTIMATE NO. 016 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 06/20/15 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 06/22/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 12,000 024 REMOVE CONCRETE CURB (LF) LF 15.0000 29,700.00 1,853.940 27,809 025 REFINISH BRIDGE DECK SQFT 25.0000 48,125.00 707.000 17,675.00 1,925.000 48,125 026 BRIDGE REMOVAL (PORTION), LOCATION A LS 150,000.0000 150,000.00 1.000 150,000 027 BRIDGE REMOVAL (PORTION), LOCATION B LS 78,000.0000 78,000.00 1.000 78,000 028 BRIDGE REMOVAL (PORTION), LOCATION C LS 55,000.0000 55,000.00 1.000 55,000 029 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 0.580 30.16 358.580 18,646 031 ROADWAY EXCAVATION (TYPE Z-2) CY 100.0000 13,000.00 55.660 5,566.00 72.000 7,200 (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 8.000 1,200 (F) 034 CLASS 3 AGGREGATE BASE (CY) CY 95.0000 16,150.00 146.830 13,948 035 LEAN CONCRETE BASE CY 180.0000 25,200.00 121.670 21,900 036 HOT MIX ASPHALT (TYPE A-WMA) TON 200.0000 24,000.00 105.580 21,116 037 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 19.0000 5,320.00 228.000 4,332 038 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 19.0000 8,170.00 35.000 665.00 351.000 6,669 039 PLACE HOT MIX ASPHALT SQFT 12.0000 7,080.00 422.000 5,064.00 590.000 7,080 (MISCELLANEOUS AREA) 040 TACK COAT TON 3,500.0000 700.00 0.200 700 041 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 89.720 26,916 047 SEAL PAVEMENT JOINT LF 8.0000 4,080.00 134.000 1,072.00 134.000 1,072 048 SEAL ISOLATION JOINT LF 15.0000 10,050.00 320.000 4,800.00 320.000 4,800 049 DOWEL BAR (DRILL AND BOND) EA 25.0000 2,275.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-265904 TIME 10:38 AM ESTIMATE NO. 016 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 06/20/15 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 06/22/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 26,400.00 188.000 22,560 051 STRUCTURAL CONCRETE, BRIDGE CY 1,200.0000 260,400.00 169.000 202,800.00 237.000 284,400 (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 1,676.130 30,170.34 3,192.450 57,464 054 BAR REINFORCING STEEL (BRIDGE) LB 1.5500 81,398.25 19,111.500 29,622.83 58,950.000 91,372 (F) 055 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 638.00 69.000 759.00 118.000 1,298 (0.063"-UNFRAMED) 056 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 468.00 39.000 468.00 71.000 852 (0.080"-UNFRAMED) 057 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 280.00 19.250 269 (0.063"-FRAMED) 058 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 238.00 14.000 238 (0.080"-FRAMED) 059 METAL (RAIL MOUNTED SIGN) LB 7.7000 15,862.00 203.000 1,563.10 2,058.200 15,848 060 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 200.00 2.000 400.00 2.000 400 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 32.260 16,936 063 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 1,226.750 35,575 065 WEED CONTROL MAT RUBBER SQYD 72.0000 42,480.00 175.560 12,640.32 296.820 21,371 066 TRANSITION RAILING (TYPE WB) EA 3,550.0000 31,950.00 1.000 3,550.00 8.000 28,400 067 END CAP (TYPE A) EA 230.0000 1,150.00 5.000 1,150 068 END ANCHOR ASSEMBLY (TYPE SFT) EA 805.0000 2,415.00 3.000 2,415 069 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 3,400.00 2.000 6,800 070 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,675.0000 16,050.00 1.000 2,675.00 4.000 10,700 071 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 (F) 073 CALIFORNIA ST-10 BRIDGE RAIL LF 165.0000 228,360.00 927.000 152,955.00 1,155.500 190,657 (F) (MODIFIED A) 074 CALIFORNIA ST-10 BRIDGE RAIL LF 172.0000 299,280.00 670.000 115,240.00 1,540.000 264,880 (F) (MODIFIED B) 075 CONCRETE BARRIER LF 395.0000 11,455.00 29.000 11,455 (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 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-265904 TIME 10:38 AM ESTIMATE NO. 016 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 06/20/15 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 06/22/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,293.000 6,922.30 9,372.000 10,309 079 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 6,952.00 1,228.000 2,701.60 1,976.000 4,347 080 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 5,389.00 320.000 544 (BROKEN 12-3) 081 THERMOPLASTIC PAVEMENT MARKING SQFT 8.8000 2,024.00 239.000 2,103.20 239.000 2,103 082 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 4,372.50 1,075.000 591.25 4,175.000 2,296 (BROKEN 36-12) 083 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 478.50 872.000 479.60 872.000 479 (BROKEN 17-7) 084 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5500 16,610.00 26,569.000 14,612 085 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2000 1,870.00 100.000 220.00 308.000 677 086 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3000 5,115.00 259.000 854.70 1,237.000 4,082 087 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 0.900 5,400 089 MODIFY COMMUNICATION SYSTEM LS 65,000.0000 65,000.00 0.994 64,610 090 MODIFY LIGHTING LS 54,000.0000 54,000.00 0.899 48,546 PROGRAM CAS145 PAGE 5 DATE 06/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-265904 TIME 10:38 AM ESTIMATE NO. 016 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 06/20/15 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 06/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 614,061.94 2,267,043.59 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 23,937.38 405,379.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 637,999.32 2,672,423.02 091 MOBILIZATION LS 160,000.0000 160,000.00 1.000 160,000 ORIGINAL CONTRACT AMOUNT 2,623,136.25 TOTAL WORK COMPLETED 637,999.32 2,832,423.02 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 637,999.32 2,832,423.02 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 07/15/15 321 120 0 0 90% 100% PROGRESS IS SATISFACTORY CCODAYS PENDING AZIMA, HASSAN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/22/15