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Tender For Repair And Renovation Work Of Art Gallery, Dist. Jalpaiguri (Part-4)., jalpaiguri-West Bengal

Siliguri Jalpaiguri Development Authority-SJDA has published Tender For Repair And Renovation Work Of Art Gallery, Dist. Jalpaiguri (Part-4).. Submission Date for this Tender is 09-02-2024. Building Work Tenders in jalpaiguri West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

41847108
Tender For Repair And Renovation Work Of Art Gallery, Dist. Jalpaiguri (Part-4).
Open Tender
Indian
West Bengal
jalpaiguri
09-02-2024

Tender Details

Repair And Renovation Work Of Art Gallery, Dist. Jalpaiguri (Part-4).

Key Value

Document Fees
Refer document
EMD
INR 23361.0 /-
Tender Value
INR 11.68 Lakhs /-

BOQ Items

Name of Work:Repair and Renovation Work of Art gallery, Dist. Jalpaiguri (Part-4).
Sl. No. Item Description
1Ordinary Cement concrete(mix 1:2:4) M-15 with graded stonechips (20 mm size ) excluding shuttering and reinforcemnet,if any as per relevant IS code. b) River bazree
2Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Ii) River bazree
3Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. Ground Floor SAIL/TATA
4Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of the EIC Ground Floor
5Plaster with sand and cement morter including rounded off or chamferring corner as directedand raking out joints including throatig ,nosing and drip course , scaffolding/staging where necessary(ii) With 1:4 cement mortar b) 15 mm thick ( 1 : 4 )Ground Floor
6Neat cement punning about 1.5 mm, thick in wall , dado ,Ground Floor
7(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25%mfor each addl. floor above 4th floor)(ii) Grill weighing above 16 Kg./sq.mtr and above Ground Floor
8wood work in door and windows frame and fixed complete including a protective coat of painting at the surface of the frame . exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum shouldbe correted upto three decimals). c)sal : siliguri. Ground Floor
92nd Floor
10Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall) (ii) 4 mm thickGround Floor
11Supplying fitting and fixing fiber reinforced polymer composite door frame as per approved section with glass fibre technology of department of science and technology to satisfyIS 4020 door testing performance criteria in ground i)66 mm x 90 mm
12Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters as per approved design with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria. (i) 32 mm thick
13M.S. structural works with hollow sections (square or rectangularshape) conforming to IS: 806-1968 & IS:1161-1998) connected toone anther with , all consumables such as electrodes, gas and hire charges of all toolsand plants and labour reqired for execution and all incidentalchages (such as electricity, labour insurance) etc. complete.i) For roof truss worksa) Span up to 12 Mtr
14Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).(i) In Roof:-a) With 0.5 mm thick sheet
15Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping)A) 300 mm lapping each way b) With 0.63 mm sheet
16Galvanised plain sheet works (excluding supporting framework) fitted and fixed with 6 mm. dia J or L hook-bolts and nuts, sheet-bolts, limpet and bitumen washers and putty with 150 mm. end lap & 50 mm minimum side lap complete.(a) In roof: with 0.63 mm. sheets.
17Supplying profiles of required section made of Aluminium Alloy Extrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required filmas per direction of Engineer - In- Charge. (Payment will be made on finished length of the work). i) Fixed partitions. (Unsupported length of vertical member upto 1.5 mtr. Height of both ends of vertical member restrained but panels within 0.9 sq.m.) i)                     Top , bottom & side member.
18ii) Intermediate member.
19iii) Glazing clip.
20k) Movable door shutter. i) Door frame. (Top & sides).
21ii) Shutter : Top rail.
22Bottom rail.
23Lock rail
24Door vertical
25Glazing cleap.
26Labour charge for fabrication and installation of composite door, window , partitions made from annodized extruded alloy aluminium sections for the following units:- (A) Glazed aluminium sliding windows made the cost of extruded aluminium sections, glass, neoprene/ EPDM gasketing, locking arrangement and rollers. ii ) 3 /4 track sliding window.
27SupplyingSign Board ( 1500mmx900mm) made of M.S angle frame (50x50x6) , Sheet (0.50 mm) fittingfixing such with digging holes of dia 450 mm and depth 750 mm in allsorts of soil and repacking and consolidation the gap around the post with cement concrete (1:3:6) including priming, two coat painting& lettering both side etccomplete in all respect as per direction of the Engineer-in-charge.payment of concrete to be made separately.
28Add GST @18%
29Add Labor Welfare Cess @ 1%
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