} ]p v µuv }wï · civil works for expansion of substation at q10 berth, w.island, kochi,...
TRANSCRIPT
![Page 1: } ]P v µuv }Wï · Civil works for expansion of Substation at Q10 Berth, W.Island, Kochi, Ernakulam Dist. Tender no: 04046/2019-2020/E21177 dtd 24.02.2020 Following are the additional](https://reader036.vdocument.in/reader036/viewer/2022070901/5f4f34e5091c422ca9593133/html5/thumbnails/1.jpg)
Corrigendum no:3
Civil works for expansion of Substation at Q10 Berth,
W.Island, Kochi, Ernakulam Dist.
Tender no: 04046/2019-2020/E21177 dtd 24.02.2020
Following are the additional drawings for the subject work, giving more construction details. Bidders
may satisfy themselves about the actual quantum of work from the drawings issued before submitting
their quotes, irrespective of the quantities listed in the schedule of items of work
![Page 2: } ]P v µuv }Wï · Civil works for expansion of Substation at Q10 Berth, W.Island, Kochi, Ernakulam Dist. Tender no: 04046/2019-2020/E21177 dtd 24.02.2020 Following are the additional](https://reader036.vdocument.in/reader036/viewer/2022070901/5f4f34e5091c422ca9593133/html5/thumbnails/2.jpg)
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LOADING PLATFORM
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OPEN TERRACE
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ROOF LAYOUT AT EL+ 114865
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SCALE 1:100
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AT EL+106220
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AT EL+114865
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AT EL+110145
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AT EL+106220
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AT EL+112365
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OPEN TERRACE
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A
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A
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(MAINTENANCE ACCESS TO OPEN TERRACE CAT LADDER MAY BE PROVIDED)
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PARAPET
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RW PIPE(TYP)
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W1/V1
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V1
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V1
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V1
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LOADING PLATFORM
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MCC PANEL ROOM 28540X5100
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EL +108200
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PLAN AT EL+109865
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SCALE 1:100
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EL+109865 (EXISTING FLOOR)
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AT EL+106220
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EL+110145
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EL+108200
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OPEN TERRACE
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FIXED HAND RAIL
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FIXED HAND RAIL
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REMOVABLE HANDRAIL
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AT EL+106220
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OPEN TERRACE
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V1
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EL+109715
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EL+107892.5
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EL.+114865
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EL.+112365
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EL.+108200
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EL.+104600
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EL.+100550
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EL.+109865
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EL.+106220
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ROLLING SHUTTER AS PER SPECIFICATION
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PARAPET
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EL.+110145
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LOADING PLATFORM
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ELEVATION
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SCALE 1:100
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REMOVABLE HANDRAIL
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P205 PUMPING LINE
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RECLAMATION
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GATE
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GATE
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OTHER BOUNDARY LINE
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SECURITY
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OTHER BOUNDARY LINE
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S7+S4 CONVEYOR
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PIT
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TRANSFOR. YARD
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27Mx6M
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P2O5 STORAGE
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P2O5 STORAGE
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9M WIDE ROAD
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DYKE WALL HT. 2M
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CABLE TRENCH
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WEIGH BRIDGE
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1000X1000 CABLE TRENCH
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3
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MCC/SUBSTATION
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P2O5 STORAGE
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CABLE TRENCH
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FGL+100000
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FGL.+100000
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EL.+112365
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EL.+108200
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EL.+104600
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EL.+100850(FFL)
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EL.+100550
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EL.+106220
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EL.+109865
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WATER PROOFING
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AS PER SPECIFICATION
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EL.+114865
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WATER PROOFING
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AS PER SPECIFICATION
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PARAPET
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SECTION B-B
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SCALE 1:100
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EXISTING SUBSTATION BUILDING
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EXISTING ROOF
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D
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C
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B
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A
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FGL
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FGL.+100000
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220 THK.BRICK
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IN CM 1:6
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EL.+106220
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EL.+109865
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EL.+101000
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EL.+114865
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FLOOR FINISH AS PER SPECIFICATION
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PARAPET
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LOADING PLATFORM
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SEALANT
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SECTION A-A
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SCALE 1:100
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FIXED HANDRAIL
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EL.+110145
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EXISTING SUBSTATION BUILDING
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AS PER SPECIFICATION
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EXISTING ROOF
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EXISTING ROOF
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10
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11
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12
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00FT004/97
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PROJECT NO:
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H
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REVISED
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CHECKED
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APPROVED
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DATE
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PROJECT NAME:
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SHEET OF
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FACT
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FACT
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PARTICULARS
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ZONE
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NO
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REVISION
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TITLE
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DRAWING NO.
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REFERENCE DRAWING
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CLIENT
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APPROVED
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CHECKED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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SCALE
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DRG. NO.
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TITLE:
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THE FERTILISERS AND CHEMICALS TRAVANCORE LTD
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KERALA
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UDYOGAMANDAL
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FACT ENGINEERING & DESIGN ORGANISATION
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COMPANY AND IS SUBJECT TO RETURN ON DEMAND
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IN ANY WAY DETRIMENTAL TO THE INTEREST OF THE
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PURPOSE FOR WHICH IT WAS LENT AND MUST NOT BE USED
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DESIGN ORGANISATION AND IS TO BE USED ONLY FOR THE
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THIS DRAWING IS THE PROPERTY OF FACT ENGINEERING AND
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REV.
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DRAWING
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FOR COMMENTS APPROVAL
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FOR TENDER PURPOSE ONLY
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PRELIMINARY ADVANCE COPY
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GOOD FOR CONSTRUCTION
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CIVIL ENGINEERING DEPARTMENT
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32643-12-DG-00021
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MCC ROOM ABOVE SUBSTATION
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PLAN, ELEVATION & SECTION
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CIVIL WORKS FOR SUBSTATION-W ISLAND
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32643
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0
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1:100 , 1:125
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14/12/2019
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VYSAKH
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1
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1
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M/S FACT CD
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32643-12-DG-00001
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LOCATION PLAN
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ARYA
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ARYA
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NAVEEN
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ASOK
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NOTES:- :- 1. ALL DIMENSIONS ARE IN MM AND LEVELS ARE IN M.ALL DIMENSIONS ARE IN MM AND LEVELS ARE IN M.
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THE DIMENSIONS & DETAILS ARE TENTATIVE
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AND ARE LIABLE TO MODIFICATIONS
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25.03.2020
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SCHEDULE OF OPENINGS
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W1
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ALUMINIUM GLAZED WINDOW (2-PANEL)
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1000 x 1350
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D1
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1200 x 2100
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D
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1000 x 2100
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SYMBOL
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SIZES
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SILL LVL.
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REMARKS
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750
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-
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-
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1000 x 600
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V1
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ALUMINIUM GLAZED VENTILATOR
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3900
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RS
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2400 x 3000
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ROLLING SHUTTER
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ALUMINIUM GLAZED DOOR
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ALUMINIUM GLAZED DOOR
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BUILT-UP AREA STATEMENT
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TOTAL. AREA = 212.15 SQ.M. (2283 SQ. FT.)
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LOADING PLATFORM AREA = 39.15 SQ.M. (421 SQ. FT.)
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THIRD FLOOR AREA = 173.10 SQ.M. (1862 SQ. FT.)
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380
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N
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KEYPLAN
![Page 3: } ]P v µuv }Wï · Civil works for expansion of Substation at Q10 Berth, W.Island, Kochi, Ernakulam Dist. Tender no: 04046/2019-2020/E21177 dtd 24.02.2020 Following are the additional](https://reader036.vdocument.in/reader036/viewer/2022070901/5f4f34e5091c422ca9593133/html5/thumbnails/3.jpg)
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LAYOUT OF COLUMNS
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C
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DETAILS OF RCC COLUMNS
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B1 TO B4
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3.
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SL.
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2.
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NO.
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COLUMN
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DESIGNATION
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400x400
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EXISTING
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ELEVATION
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COLUMN
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SIZE
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8Y @ 200 CRS
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MAIN
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REINF.
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TIES
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REMARKS
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D1 TO D6
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C5, C6
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400x300
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8Y @ 150 CRS
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400x400
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8Y @ 200 CRS
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4NOS. 20Y+
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12NOS. 20Y
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4NOS. 16Y+
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EL+109865
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EL+112365
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4.
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B5
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400x400
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8Y @ 200 CRS
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8NOS. 16Y
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EL+109865
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EL+112365
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TOP
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ELEVATION
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EL+114865
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EL+114865
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EL+114865
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EL+114865
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A3,A4
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1.
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400x400
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8Y @ 200 CRS
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4NOS. 20Y+
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4NOS. 16Y
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EL+106220
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5.
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EL+110145
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4NOS. 12Y
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8NOS. 16Y
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EL.+114865/+110145
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EL.+109865/+106220
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EXISTING RCC STRUCTURE
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TYP. COLUMN DETAILING
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SCALE 1:75
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TIES @ 75C/C
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TIES @ 150C/C
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TIES @ 75C/C
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COLUMN BAR TO BE EXTENDED FROM EXISTING REINFORCEMENT BARS
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A
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B
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C
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D
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1
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4
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REV.
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THIS DRAWING IS THE PROPERTY OF FACT ENGINEERING AND
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DESIGN ORGANISATION AND IS TO BE USED ONLY FOR THE
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PURPOSE FOR WHICH IT WAS LENT AND MUST NOT BE USED
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IN ANY WAY DETERIMENTAL TO THE INTEREST OF THE
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COMPANY AND IS SUBJECT TO RETURN ON DEMAND
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FACT ENGINEERING & DESIGN ORGANISATION
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UDYOGAMANDAL
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KERALA
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TITLE:
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SHEET OF
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DRG. No.
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APPROVED
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CLIENT
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REFERENCE DRAWING
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DRAWING NO.
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TITLE
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REVISION
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NO
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ZONE
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PARTICULARS
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FACT
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FACT
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THE FERTILISERS & CHEMICALS TRAVANCORE LTD
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CHECKED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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SCALE
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PROJECT NAME:
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DATE
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APPRD.
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CHKD.
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REVD.
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PROJECT NO:
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8
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00FT005/97
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A
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DRAWING
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FOR COMMENTS APPROVAL
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FOR TENDER PURPOSE ONLY
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PRELIMINARY ADVANCE COPY
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GOOD FOR CONSTRUCTION
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CIVIL ENGINEERING DEPARTMENT
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32643-12-DG-00061
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MCC ROOM ABOVE SUBSTATION
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LAYOUT AND DETAILS OF COLUMN
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CIVIL WORKS FOR SUBSTATION-W ISLAND
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32643
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0
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1:75
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20/03/2020
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KK
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1
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1
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M/S FACT CD
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32643-12-DG-00021
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MCC ROOM ABOVE SUBSTATION-PLAN, ELEVATION AND SECTION
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NOTES 1. ALL DIMENSIONS AND ELEVATIONS ARE IN MM. ALL DIMENSIONS AND ELEVATIONS ARE IN MM. 2. EL.+100000 CORRESPONDS TO FGL AT SITE. EL.+100000 CORRESPONDS TO FGL AT SITE. 3. GRADE OF CONCRETE FOR ALL RCC WORKS SHALL BE M30 GRADE OF CONCRETE FOR ALL RCC WORKS SHALL BE M30 4. Y-INDICATES HIGH STRENGTH DEFORMED BARS OF Fe 500 GRADE CONFORMING TO Y-INDICATES HIGH STRENGTH DEFORMED BARS OF Fe 500 GRADE CONFORMING TO IS:1786 5. CLEAR COVER TO MAIN REINFORCEMENT IN RCC SHALL BE AS FOLLOWS: CLEAR COVER TO MAIN REINFORCEMENT IN RCC SHALL BE AS FOLLOWS: COLUMN-50MM 6. LAP LENGTH FOR REINFORCEMENT RODS SHALL BE 48 TIMES DIA. OF BAR LAP LENGTH FOR REINFORCEMENT RODS SHALL BE 48 TIMES DIA. OF BAR 7. LOCATION OF LAPS SHALL BE STAGGERED. NOT MORE THAN HALF THE BARS SHALL LOCATION OF LAPS SHALL BE STAGGERED. NOT MORE THAN HALF THE BARS SHALL BE SPLICED AT A SECTION.
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AVR
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SK
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ASOK
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25.03.2020
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AVR
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THE DIMENSIONS & DETAILS ARE TENTATIVE
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AND ARE LIABLE TO MODIFICATIONS
![Page 4: } ]P v µuv }Wï · Civil works for expansion of Substation at Q10 Berth, W.Island, Kochi, Ernakulam Dist. Tender no: 04046/2019-2020/E21177 dtd 24.02.2020 Following are the additional](https://reader036.vdocument.in/reader036/viewer/2022070901/5f4f34e5091c422ca9593133/html5/thumbnails/4.jpg)
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SCHEDULE OF SLABS
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SLAB NO.
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THICKNESS
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BOTTOM BARS
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S1
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120MM
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T
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8Y@300C/C
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8Y@300C/C
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8Y@300C/C
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TOP OF SLAB ELEVATION
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+114865
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S2
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REMARKS
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TWO WAY
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S3
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8Y@300C/C
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8Y@300C/C
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8Y@140C/C
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8Y@200C/C
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S4
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8Y@300C/C
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8Y@300C/C
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ONE WAY
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120MM
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120MM
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120MM
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8Y@300C/C
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8Y@200C/C
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8Y@200C/C
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TOP BARS
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SHORTER SPAN
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8Y@250C/C
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8Y@300C/C
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8Y@140C/C
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8Y@200C/C
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LONGER SPAN
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BOTTOM BARS
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TOP BARS
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TWO WAY
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ONE WAY
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+114865
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+114865
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+110145
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1
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2
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3
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4
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5
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6
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C
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B
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D
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S1
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S1
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S1
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S1
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S2
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S2
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S2
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S2
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S3
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RBM1
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RBM2
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RBM3
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RBM4
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RBM5
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RBM7
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RBM8
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RBM10
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RBM6
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RBM11
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RBM12
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RBM13
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RBM14
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RBM15
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RBM16
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RBM18
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RBM19
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RBM20
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RBM21
AutoCAD SHX Text
LAYOUT OF BEAMS AND SLABS AT EL.+114865
AutoCAD SHX Text
SCALE 1:100
AutoCAD SHX Text
120THK. SLAB
AutoCAD SHX Text
110 RW PIPE (TYP)
AutoCAD SHX Text
EL+114865
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
1 - 10Y EF
AutoCAD SHX Text
1 - 10Y EF
AutoCAD SHX Text
1 - 10Y EF
AutoCAD SHX Text
1 - 10Y EF
AutoCAD SHX Text
3-20Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
2-16Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-12Y
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
RBM5 (300x500)
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
RBM1 (300x500)
AutoCAD SHX Text
RBM2 (300x500)
AutoCAD SHX Text
RBM3 (300x500)
AutoCAD SHX Text
RBM4 (300x500)
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
B
AutoCAD SHX Text
LAYOUT OF BEAMS AND SLABS AT EL+110145
AutoCAD SHX Text
SCALE 1:100
AutoCAD SHX Text
120THK. SLAB
AutoCAD SHX Text
A
AutoCAD SHX Text
EL+110145
AutoCAD SHX Text
S4
AutoCAD SHX Text
LPBM1
AutoCAD SHX Text
LPBM3
AutoCAD SHX Text
S4
AutoCAD SHX Text
SEALANT AT EL.+110145
AutoCAD SHX Text
BM16
AutoCAD SHX Text
BM15
AutoCAD SHX Text
BM17
AutoCAD SHX Text
LPBM2
AutoCAD SHX Text
LPBM4
AutoCAD SHX Text
LPBM5
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
EL+114865
AutoCAD SHX Text
EXISTING FLOOR
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
3-20Y
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
8Y 2L@ 100C/C
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-20Y
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
8Y 2L@ 175C/C
AutoCAD SHX Text
3-12Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-20Y
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
8Y 2L@ 100C/C
AutoCAD SHX Text
3-12Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
SECTION 1-1
AutoCAD SHX Text
SECTION 2-2
AutoCAD SHX Text
SECTION 3-3
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
1 - 10Y EF
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
8Y 2L@ 200C/C
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
SECTION 6-6
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
RBM6 (300x500)
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
1 - 10Y EF
AutoCAD SHX Text
1 - 10Y EF
AutoCAD SHX Text
1 - 10Y EF
AutoCAD SHX Text
1 - 10Y EF
AutoCAD SHX Text
3-20Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
2-16Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-12Y
AutoCAD SHX Text
%%URB7:300x500
AutoCAD SHX Text
%%uRB8:300x500
AutoCAD SHX Text
%%uRB9:300x500
AutoCAD SHX Text
%%uRB10:300x500
AutoCAD SHX Text
7
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
11
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
2-16Y
AutoCAD SHX Text
3-20Y
AutoCAD SHX Text
3-12Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
2-16Y
AutoCAD SHX Text
3-20Y
AutoCAD SHX Text
8Y 2L@ 100C/C
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
SECTION 4-4
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SECTION 5-5
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
8Y 2L@ 175C/C
AutoCAD SHX Text
%%uSECTION 7-7
AutoCAD SHX Text
3-20Y
AutoCAD SHX Text
8Y 2L@ 100C/C
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
%%uSECTION 8-8
AutoCAD SHX Text
3-20Y
AutoCAD SHX Text
8Y 2L@ 175C/C
AutoCAD SHX Text
3-12Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
%%uSECTION 9-9
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-20Y
AutoCAD SHX Text
8Y 2L@ 100C/C
AutoCAD SHX Text
3-12Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
%%uSECTION 10-10
AutoCAD SHX Text
2-16Y
AutoCAD SHX Text
3-20Y
AutoCAD SHX Text
8Y 2L@ 175C/C
AutoCAD SHX Text
3-12Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
%%uSECTION 11-11
AutoCAD SHX Text
2-16Y
AutoCAD SHX Text
3-20Y
AutoCAD SHX Text
8Y 2L@ 100C/C
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
1 - 10Y EF
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
2-12Y
AutoCAD SHX Text
2-12Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
%%uSECTION 12-12
AutoCAD SHX Text
2-12Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
8Y 2L@ 100C/C
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
%%uSECTION 13-13
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
8Y 2L@ 175C/C
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
B
AutoCAD SHX Text
D
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
%%URB11,RB15,RB17:300x500
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
3-12Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
2-12Y
AutoCAD SHX Text
3-12Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-12Y
AutoCAD SHX Text
2-12Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
B
AutoCAD SHX Text
D
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
15
AutoCAD SHX Text
%%URB12,RB14,RB16,RB18:300x500
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
%%USECTION 14-14
AutoCAD SHX Text
%%USECTION 15-15
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
8Y 2L@ 200C/C
AutoCAD SHX Text
8Y 2L@ 200C/C
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
1 - 10Y EF
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-12Y
AutoCAD SHX Text
3-12Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
16
AutoCAD SHX Text
16
AutoCAD SHX Text
B
AutoCAD SHX Text
D
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
%%URB13:300x500
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
3-12Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
8Y 2L@ 100C/C
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
8Y 2L@ 175C/C
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
%%USECTION 16-16
AutoCAD SHX Text
%%USECTION 17-17
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
1 - 10Y EF
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
8Y 2L@ 100C/C
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
B
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
%%URB19:300x500
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
%%URB20:300x500
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
%%USECTION 18-18
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
1 - 10Y EF
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
2L-8Y
AutoCAD SHX Text
1 - 10Y EF
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
1-10Y EACH FACE
AutoCAD SHX Text
8Y 2L@ 100C/C
AutoCAD SHX Text
3-16Y
AutoCAD SHX Text
%%USECTION 19-19
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
19
AutoCAD SHX Text
19
AutoCAD SHX Text
%%URB21:300x500
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
3-T12
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T12
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T12
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
21
AutoCAD SHX Text
21
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
SECTION 20-20
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SECTION 21-21
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
LPBM1(300x500)
AutoCAD SHX Text
8Y 2L@ 200C/C
AutoCAD SHX Text
8Y 2L@ 200C/C
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
2-T12
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
2-T12
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
LPBM2 (300x500)
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
22
AutoCAD SHX Text
22
AutoCAD SHX Text
23
AutoCAD SHX Text
23
AutoCAD SHX Text
SECTION 22-22
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SECTION 23-23
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
8Y 2L@ 100C/C
AutoCAD SHX Text
8Y 2L@ 200C/C
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
2-T12
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
2-T12
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
24
AutoCAD SHX Text
25
AutoCAD SHX Text
24
AutoCAD SHX Text
25
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
LPBM3 (300x500)
AutoCAD SHX Text
SECTION 24-24
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SECTION 25-25
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
8Y 2L@ 200C/C
AutoCAD SHX Text
8Y 2L@ 100C/C
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
3-T12
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T12
AutoCAD SHX Text
3-T12
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T12
AutoCAD SHX Text
3-T12
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
26
AutoCAD SHX Text
27
AutoCAD SHX Text
27
AutoCAD SHX Text
26
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
LPBM4 (300x500)
AutoCAD SHX Text
SECTION 26-26
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SECTION 27-27
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
8Y 2L@ 200C/C
AutoCAD SHX Text
8Y 2L@ 200C/C
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
2L-T8
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
2-T12
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
2-T12
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
3-T16
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
28
AutoCAD SHX Text
29
AutoCAD SHX Text
29
AutoCAD SHX Text
28
AutoCAD SHX Text
SCALE 1:50
AutoCAD SHX Text
LPBM5 (300x500)
AutoCAD SHX Text
SECTION 28-28
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
SECTION 26-26
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
8Y 2L@ 200C/C
AutoCAD SHX Text
8Y 2L@ 100C/C
AutoCAD SHX Text
EL.+109865
AutoCAD SHX Text
EXISTING BEAM-BM16
AutoCAD SHX Text
B
AutoCAD SHX Text
RCC COLUMN
AutoCAD SHX Text
%%USECTION X-X
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
EL.+110145
AutoCAD SHX Text
BEAM-LPBM1
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
A
AutoCAD SHX Text
12
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
00FT004/97
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
H
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT NAME:
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
FACT
AutoCAD SHX Text
FACT
AutoCAD SHX Text
PARTICULARS
AutoCAD SHX Text
ZONE
AutoCAD SHX Text
NO
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
REFERENCE DRAWING
AutoCAD SHX Text
CLIENT
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DRG. NO.
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
THE FERTILISERS AND CHEMICALS TRAVANCORE LTD
AutoCAD SHX Text
KERALA
AutoCAD SHX Text
UDYOGAMANDAL
AutoCAD SHX Text
FACT ENGINEERING & DESIGN ORGANISATION
AutoCAD SHX Text
COMPANY AND IS SUBJECT TO RETURN ON DEMAND
AutoCAD SHX Text
IN ANY WAY DETRIMENTAL TO THE INTEREST OF THE
AutoCAD SHX Text
PURPOSE FOR WHICH IT WAS LENT AND MUST NOT BE USED
AutoCAD SHX Text
DESIGN ORGANISATION AND IS TO BE USED ONLY FOR THE
AutoCAD SHX Text
THIS DRAWING IS THE PROPERTY OF FACT ENGINEERING AND
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
FOR COMMENTS APPROVAL
AutoCAD SHX Text
FOR TENDER PURPOSE ONLY
AutoCAD SHX Text
PRELIMINARY ADVANCE COPY
AutoCAD SHX Text
GOOD FOR CONSTRUCTION
AutoCAD SHX Text
CIVIL ENGINEERING DEPARTMENT
AutoCAD SHX Text
32643-12-DG-00062
AutoCAD SHX Text
MCC ROOM ABOVE SUBSTATION
AutoCAD SHX Text
LAYOUT AND DETAILS OF ROOF BEAM AT EL.+114865, EL.+110145
AutoCAD SHX Text
CIVIL WORKS FOR SUBSTATION-W ISLAND
AutoCAD SHX Text
32643
AutoCAD SHX Text
0
AutoCAD SHX Text
1:100,50,25
AutoCAD SHX Text
20/03/2020
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KK
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1
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1
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M/S FACT CD
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32643-12-DG-00021
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MCC ROOM ABOVE SUBSTATION-PLAN, ELEVATION AND SECTION
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24.03.2020
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NOTES:- 1. ALL DIMENSIONS AND ELEVATIONS ARE IN MM. ALL DIMENSIONS AND ELEVATIONS ARE IN MM. 2. EL.+100000 CORRESPONDS TO FGL AT SITE. EL.+100000 CORRESPONDS TO FGL AT SITE. 3. FLOOR ELEVATIONS MARKED ARE TO THE TOP OF CONCRETE FLOOR ELEVATIONS MARKED ARE TO THE TOP OF CONCRETE 4. GRADE OF CONCRETE FOR ALL RCC WORKS SHALL BE M30. GRADE OF CONCRETE FOR ALL RCC WORKS SHALL BE M30. 5. Y-DENOTES HIGH STRENGTH DEFORMED BARS OF GRADE Fe 500D Y-DENOTES HIGH STRENGTH DEFORMED BARS OF GRADE Fe 500D CONFORMING TO IS 1786 6. CLEAR COVER TO MAIN REINFORCEMENT IN CONCRETE AS FOLLOWS: CLEAR COVER TO MAIN REINFORCEMENT IN CONCRETE AS FOLLOWS: BEAMS - 40MM, SLABS - 25MM 7. LAP LENGTH SHALL BE 48 TIMES BAR DIAMETER.LAP LENGTH SHALL BE 48 TIMES BAR DIAMETER.
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AVR
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SK
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ASOK
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AVR
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THE DIMENSIONS & DETAILS ARE TENTATIVE
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AND ARE LIABLE TO MODIFICATIONS
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NOTES:-
BUILT-UP AREA STATEMENT
SCHEDULE OF OPENINGS
TOTAL. AREA = 49.00 SQ.M. (527 SQ. FT.)
PN
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H2SO4 TANK.
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H2SO4 TANK
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(PROPOSED - 22M%%C)
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H2SO4 TRUCK
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LOADING PLATF.
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7.5Mx2M
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P2O5 TRUCK
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LOADING PLATF.
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(PROPOSED)
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5
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8
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9
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SA P/H
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STEEL TRUSS
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ROOFING SHEET
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PURLIN
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230MM AAC BLOCK
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STEEL SUNSHADE
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110 PVCRAINWATER PIPE
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RCC LINTEL
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RCC BELT
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EXISTING ROOF
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OF RIDGE OF RIDGE
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1
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2
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EL.+4.900
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EL.+8.500
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SECTION - 'X-X'
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FGL
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SCALE 1:100
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20° SLOPE
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EXISTING SULPHURIC ACID PUMP HOUSE
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A
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DENSIFIED MATT FINISH CONCRETE FLOORING
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PVC LAMINATED GYPSUM TILE FALSE FLOORING AT EL +8.300
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EL.+0.000
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FGL
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STEEL COLUMN 2-1SMC150
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TOP OF COLUMN /RCC BELT
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HANDRAIL
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EXISTING RCC STAIR
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EXISTING LOADING PLATFORM
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PROPOSED STEEL STAIR
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RAINWATER PIPE
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ELEVATION
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SCALE 1:100
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FGL
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230 THICK AAC BLOCK PARAPET WALL
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NON ASBESTOS FIBRE REINFORCED ROOFING SHEET
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SLAB PROJECTION
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PROPOSED STEEL STAIR RISER-181MM GOING-250MM
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EXISTING RCC STAIR
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A
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C
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X
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B
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D1
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1
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2
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X
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OPEN VERANDAH
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PLAN
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SCALE 1:100
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W1
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W1
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W1
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W1
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W1
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W1
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EL.+4.900
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EXISTING LOADING PLATFORM
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INSTRUMENTATION PANEL ROOM 7700X5650
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STEEL COLUMN 2-1SMC150
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110 PVCRAINWATER PIPE
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1200 HEIGHT AAC BLOCK PARAPET WALL
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DN
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DN
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EL.+4.684
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EL.+2.509
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EL.+2.509
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ISMB250
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ISMC200 STRINGER BEAM
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ISMB250
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ISMC125
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8Y 2L @200C/C
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TYP SECTION OF LINTEL
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SCALE 1:10
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150X150X8THICK INSERT PLATE
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2NO'S 8 ROD LUG
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TYP.DETAILS OF INSERT PLATE
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PURLIN SHS 40X40X3.2
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2 NO'S SHS 60X60X3.2 FOR EACH WINDOW
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NON ASBESTOS FIBRE REINFORCED ROOFING SHEET
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2 NO'S 150X150X8 THICK INSERT PLATE WITH 8 RODLUG FOR EACH WINDOW
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DETAILS 'A'
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SCALE 1:20
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SLOPE 10°
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1.ALL DIMENSIONS ARE IN MM AND LEVELS ARE IN M.ALL DIMENSIONS ARE IN MM AND LEVELS ARE IN M.
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W1
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ALUMINIUM GLAZED WINDOW (3-PANEL)
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1800 x1500
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D1
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1000 x 2100
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SYMBOL
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SIZES
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SILL LVL.
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REMARKS
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600
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-
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GLAZED ALUMINIUM DOOR
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N
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KEYPLAN
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A
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B
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C
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D
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E
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F
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F
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E
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D
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C
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B
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8
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7
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6
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5
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4
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3
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2
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1
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1
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2
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3
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4
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5
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6
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7
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REV.
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THIS DRAWING IS THE PROPERTY OF FACT ENGINEERING AND
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DESIGN ORGANISATION AND IS TO BE USED ONLY FOR THE
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PURPOSE FOR WHICH IT WAS LENT AND MUST NOT BE USED
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IN ANY WAY DETERIMENTAL TO THE INTEREST OF THE
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COMPANY AND IS SUBJECT TO RETURN ON DEMAND
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FACT ENGINEERING & DESIGN ORGANISATION
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UDYOGAMANDAL
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KERALA
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TITLE:
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SHEET OF
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DRG. No.
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APPROVED
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CLIENT
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REFERENCE DRAWING
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DRAWING NO.
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TITLE
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REVISION
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NO
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ZONE
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PARTICULARS
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FACT
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FACT
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THE FERTILISERS & CHEMICALS TRAVANCORE LTD
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CHECKED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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SCALE
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PROJECT NAME:
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DATE
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APPRD.
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CHKD.
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REVD.
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PROJECT NO:
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8
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00FT005/97
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A
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DRAWING
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FOR COMMENTS APPROVAL
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FOR TENDER PURPOSE ONLY
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PRELIMINARY ADVANCE COPY
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GOOD FOR CONSTRUCTION
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CIVIL ENGINEERING DEPARTMENT
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32643-12-DG-00152
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NEW ROOM ABOVE SULPHURIC ACID PUMP HOUSE
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PLAN, ELEVATION, SECTION
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NEW H2SO4 TANKS AT Q10
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32643
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0
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1:100,20,10
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26.03.2020
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VYSAKH
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1
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1
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M/s. FACT CD
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32643-12-DG-00001
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LOCATION PLAN
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SUJITH
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SUJITH
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ARYA
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ASOK
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26.03.2020
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THE DIMENSIONS & DETAILS ARE TENTATIVE
AutoCAD SHX Text
AND ARE LIABLE TO MODIFICATIONS
AutoCAD SHX Text
BERTH ,WI
![Page 6: } ]P v µuv }Wï · Civil works for expansion of Substation at Q10 Berth, W.Island, Kochi, Ernakulam Dist. Tender no: 04046/2019-2020/E21177 dtd 24.02.2020 Following are the additional](https://reader036.vdocument.in/reader036/viewer/2022070901/5f4f34e5091c422ca9593133/html5/thumbnails/6.jpg)
NOTES:-
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B
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A
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C
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1
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2
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KEY PLAN OF ROOF
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SCALE 1:100
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OPEN VERANDAH
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INSTRUMENTATION PANEL ROOM 7700X5650
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c
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OF TRUSS
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c
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OF TRUSS
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c
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OF RUNNER
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GABLE END
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AAC BLOCK WALL
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AAC BLOCK WALL
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NON ASBESTOS FIBRE REINFORCED ROOFING SHEET
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NON ASBESTOS FIBRE REINFORCED ROOFING SHEET
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PURLIN SHS 60X60X3.2
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110MM RAINWATER PIPE
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PVC RAINWATER GUTTER WITH SUPPORTS MADE OF 50x6 MS FLAT BENT TO SHAPE AT 1000 CRS. AS PER SPECIFICATION
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OF RIDGE OF RIDGE
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1
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2
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20° SLOPE
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EL.+8.500
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RCC BELT
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INSERT PLATE
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B
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3-16Y
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2-16Y
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8Y 2L@100C/C
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8Y 2L@100C/C
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8Y 2L@200C/C
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DETAILS OF ROOF ALONG GRID A AND GRID C
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SCALE 1:50
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1
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1
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TOP OF COLUMN /RCC BELT
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RAFTER SHS 60X60X3.2
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NON ASBESTOS FIBRE REINFORCED ROOFING SHEET
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PURLIN SHS 60X60X3.2
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110 PVC RAINWATERPIPE
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TIE SHS 60X60X3.2
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SHS 40X40X3.2
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PVC RAINWATER GUTTER WITH SUPPORTS MADE OF 50x6 MS FLAT BENT TO SHAPE AT 1000 CRS. AS PER SPECIFICATION
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SHS 40X40X3.2
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POST SHS 60X60X3.2
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OF RIDGE OF RIDGE
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1
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2
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20° SLOPE
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EL.+8.500
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C
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DETAILS OF TRUSS
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SCALE 1:50
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STEEL COLUMN 2-1SMC150
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TOP OF COLUMN /RCC BELT
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8Y 2L @200C/C
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SECTION 1-1
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SCALE 1:10
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INSERT PLATE 150X150X8
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PURLIN SHS 60X60X3.2
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DETAILS B
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SCALE 1:10
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SHOE ANGLE ISA 65X65X8
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250 DEPTH RCC BELT
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8 THICK GUSSET PLATE
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12THICK BASE PLATE
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BRICK WALL
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2/ISMC 150 STEEL COLUMN
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1
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DETAILS 'C'
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SCALE 1:20
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20° SLOPE
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2/ISMC 150 STEEL COLUMN
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8 THICK PLATE
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6NO'S 8 THICK STIFFENER PLATE
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DETAILS OF COLUMN & BASEPLATE
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SCALE 1:10
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300X300X16 THICK BASE PLATE FIXED USING 4NO'S 3M10 HST3 M10 BOLT OF HILTI
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4NO'S 3M10 HST3 M10 BOLT OF HILTI
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ISA 65X65X8 SHOE ANGLE 280 LONG
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12THICK BASE PLATE
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8 THICK GUSSET PLATE
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c
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OF TRUSS
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c
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OF COL.
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FOR 16DIA. BOLTS.(PROVIDE 4NOS. 17.5DIA. HOLES FOR 16DIA. BOLTS ON OTHER SIDE)
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DETAILS AT SHOE
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SCALE 1:10
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8Y 2L @200C/C
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TYP SECTION OF RCC BELT
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SCALE 1:10
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TYP.DETAILS OF STIFFENER
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SCALE 1:5
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8 THICK STIFFENER
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150X150X8THICK INSERT PLATE
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2NO'S 8 ROD LUG
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TYP.DETAILS OF INSERT PLATE
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1.ALL DIMENSIONS ARE IN MM AND LEVELS ARE IN M.ALL DIMENSIONS ARE IN MM AND LEVELS ARE IN M.
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A
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B
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C
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D
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E
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F
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F
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E
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D
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C
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B
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8
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7
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6
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5
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4
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3
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2
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1
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1
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2
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3
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4
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5
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6
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7
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REV.
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THIS DRAWING IS THE PROPERTY OF FACT ENGINEERING AND
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DESIGN ORGANISATION AND IS TO BE USED ONLY FOR THE
AutoCAD SHX Text
PURPOSE FOR WHICH IT WAS LENT AND MUST NOT BE USED
AutoCAD SHX Text
IN ANY WAY DETERIMENTAL TO THE INTEREST OF THE
AutoCAD SHX Text
COMPANY AND IS SUBJECT TO RETURN ON DEMAND
AutoCAD SHX Text
FACT ENGINEERING & DESIGN ORGANISATION
AutoCAD SHX Text
UDYOGAMANDAL
AutoCAD SHX Text
KERALA
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TITLE:
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SHEET OF
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DRG. No.
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APPROVED
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CLIENT
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REFERENCE DRAWING
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DRAWING NO.
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TITLE
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REVISION
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NO
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ZONE
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PARTICULARS
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FACT
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FACT
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THE FERTILISERS & CHEMICALS TRAVANCORE LTD
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CHECKED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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SCALE
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PROJECT NAME:
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DATE
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APPRD.
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CHKD.
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REVD.
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PROJECT NO:
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8
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00FT005/97
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A
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DRAWING
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FOR COMMENTS APPROVAL
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FOR TENDER PURPOSE ONLY
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PRELIMINARY ADVANCE COPY
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GOOD FOR CONSTRUCTION
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CIVIL ENGINEERING DEPARTMENT
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32643-12-DG-00153
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ROOF TRUSS DETAILS
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NEW H2SO4 TANKS AT Q10
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32643
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0
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1:100,50,20,10
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26.03.2020
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VYSAKH
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1
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1
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M/s. FACT CD
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32643-12-DG-00001
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LOCATION PLAN
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SUJITH
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SUJITH
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ARYA
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ASOK
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26.03.2020
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BERTH ,WI
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THE DIMENSIONS & DETAILS ARE TENTATIVE
AutoCAD SHX Text
AND ARE LIABLE TO MODIFICATIONS
![Page 7: } ]P v µuv }Wï · Civil works for expansion of Substation at Q10 Berth, W.Island, Kochi, Ernakulam Dist. Tender no: 04046/2019-2020/E21177 dtd 24.02.2020 Following are the additional](https://reader036.vdocument.in/reader036/viewer/2022070901/5f4f34e5091c422ca9593133/html5/thumbnails/7.jpg)
NOTES:-
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ISMB 250
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ISMC 200 STRINGER BEAM(TYP)
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EL.+0.000
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ISMC 125
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EL.+2.509
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EXISTING RCC SLAB
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38 THICK GRP GRATING
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ISA 65X65X8
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EXISTING RCC COLUMN
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EXISTING RCC COLUMN
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E
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1
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2
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EL.+4.900
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EL.+4.684
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SECTION 2-2
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SCALE 1:50
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RISER-181 GOING-250
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TOP OF STRINGER BEAM
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TOP OF EXISTING RCC SLAB
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FGL
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ISA 50X50X6 HANDRAIL
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1SMC 150 BRACKET CONNECTION
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3
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3
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TOP OF STRINGER BEAM
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ISA 65X65X8
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38 THICK GRP GRATING
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4NO'S 3M10 HST3 M10 BOLT OF HILTI
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ISMB250
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300X360X16 THICK ANCHOR PLATE FIXED USING 4NO'S 3M10 HST3 M10 BOLT OF HILTI
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DETAIL 'D'
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SCALE 1:10
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ISA75X75X8 CLEAT
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300X360X16 THICK ANCHOR PLATE FIXED USING 4NO'S 3M10 HST3 M10 BOLT OF HILTI
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SECTION 5-5
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SCALE 1:10
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ISA 50X50X6 HANDRAIL
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6
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6
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6
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5
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5
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ISMC 200 STRINGER BEAM (TYP)
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8THICK COVER PLATE
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38 THICK GRP GRATINGS
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DETAIL 'E'
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SCALE 1:20
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PROPOSED STEEL STAIR RISER-181MM GOING-250MM
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EXISTING RCC STAIR
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1
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2
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2
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OPEN VERANDAH
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STAIR PLAN
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SCALE 1:100
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EL.+4.900
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EXISTING LOADING PLATFORM
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DN
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DN
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EL.+2.509
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EL.+2.509
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ISMB250
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ISMC200 STRINGER BEAM
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ISMB250
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ISMC125
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EL.+4.684
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2
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BRACKET CONNECTION
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4NO'S 3M10 HILTI HST BOLT
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ISMC150
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300X300X16 THICK ANCHOR PLATE FIXED USING 4NO'S 3M10 HST3 M10 BOLT OF HILTI
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6
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SECTION 4-4
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SCALE 1:10
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D
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VIEW 3-3 (BRACKET CONNECTION)
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SCALE 1:20
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ISMC 150
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ISMB 250
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6
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6
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4
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4
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EXISTING RCC COLUMN
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1.ALL DIMENSIONS ARE IN MM AND LEVELS ARE IN M.ALL DIMENSIONS ARE IN MM AND LEVELS ARE IN M.
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A
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B
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C
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D
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E
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F
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F
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E
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D
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C
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B
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8
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7
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6
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5
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4
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3
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2
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1
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1
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2
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3
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4
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5
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6
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7
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REV.
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THIS DRAWING IS THE PROPERTY OF FACT ENGINEERING AND
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DESIGN ORGANISATION AND IS TO BE USED ONLY FOR THE
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PURPOSE FOR WHICH IT WAS LENT AND MUST NOT BE USED
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IN ANY WAY DETERIMENTAL TO THE INTEREST OF THE
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COMPANY AND IS SUBJECT TO RETURN ON DEMAND
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FACT ENGINEERING & DESIGN ORGANISATION
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UDYOGAMANDAL
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KERALA
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TITLE:
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SHEET OF
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DRG. No.
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APPROVED
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CLIENT
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REFERENCE DRAWING
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DRAWING NO.
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TITLE
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REVISION
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NO
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ZONE
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PARTICULARS
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FACT
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FACT
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THE FERTILISERS & CHEMICALS TRAVANCORE LTD
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CHECKED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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SCALE
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PROJECT NAME:
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DATE
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APPRD.
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CHKD.
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REVD.
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PROJECT NO:
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8
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00FT005/97
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A
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DRAWING
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FOR COMMENTS APPROVAL
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FOR TENDER PURPOSE ONLY
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PRELIMINARY ADVANCE COPY
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GOOD FOR CONSTRUCTION
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CIVIL ENGINEERING DEPARTMENT
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32643-12-DG-00154
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PLAN, SECTION AND DETAILS OF STAIR
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NEW H2SO4 TANKS AT Q10
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32643
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0
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1:100,50,20,10
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26.03.2020
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VYSAKH
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1
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1
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M/s. FACT CD
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32643-12-DG-00001
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LOCATION PLAN
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SUJITH
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SUJITH
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ARYA
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ASOK
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26.03.2020
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BERTH ,WI
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THE DIMENSIONS & DETAILS ARE TENTATIVE
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AND ARE LIABLE TO MODIFICATIONS