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Tender For Replacement Of Ac Sheet Roofing With 0.91Mm Colour Finish Aluminium Alloy Profile Sheet Roofing For G1,G2 Along With Repairs To Godown Truss By Changing Corroded Ms Truss To Gi Truss And Purlins Etc. At Fsd Androth For The Year 2023-24, androth-Lakshadweep

Food Corporation Of India-FCI has published Tender For Replacement Of Ac Sheet Roofing With 0.91Mm Colour Finish Aluminium Alloy Profile Sheet Roofing For G1,G2 Along With Repairs To Godown Truss By Changing Corroded Ms Truss To Gi Truss And Purlins Etc. At Fsd Androth For The Year 2023-24. Submission Date for this Tender is 01-05-2024. Shed Construction Tenders in androth Lakshadweep. Bidders can get complete Tender details and download the document.




Tender Notice

43181270
Tender For Replacement Of Ac Sheet Roofing With 0.91Mm Colour Finish Aluminium Alloy Profile Sheet Roofing For G1,G2 Along With Repairs To Godown Truss By Changing Corroded Ms Truss To Gi Truss And Purlins Etc. At Fsd Androth For The Year 2023-24
Open Tender
Indian
Lakshadweep
androth
01-05-2024

Tender Details

Replacement Of Ac Sheet Roofing With 0.91Mm Colour Finish Aluminium Alloy Profile Sheet Roofing For G1, G2 Along With Repairs To Godown Truss By Changing Corroded Ms Truss To Gi Truss And Purlins Etc. At Fsd Androth For The Year 2023-24.

Key Value

Document Fees
Refer document
EMD
INR 137850.0 /-
Tender Value
INR 68.91 Lakhs /-

BOQ Items

Name of Work:Replacement of AC sheet roofing with 0.91 mm colour finish Aluminium alloy profile sheet roofing for G1,G2 along with repairs to Godown truss bychangingCorrodedMS truss to GI trussand purlins etc. at FSD Androth for the year 2023-24
Sl. No. Item Description
1Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar.
2Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of : Asbestos sheet.
3Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
4Extra for dismantling trusses, rafters, purlins etc. of steel work forevery additional height of one metre or part thereof beyond 5 metres.
5Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete with GI steel
6Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately).0.91 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm.
7Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete Precoated/mill finish aluminium Crimp curve
8RBrick work with burnt clay F P S ( non modular) of bricks class designation 7.5 in superstrcture above plinth level up to floor five level in all shpaes and sizes in cement mortar1:6 (1cement 6coarse sand)
9Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources)
1012 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand).
11"White washing with lime to give an even shade :Old work (two or more coats) "
12"Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete "
13Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
14" Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer "
15"Finishing walls with Acrylic Smooth exterior paint of required shade: Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface "
16"Extra for providing and fixing wind ties of 40x 6 mm flat iron section. "
17Lettering with black japan paint of approved brand and maufacture
18" Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 (1 cement : 4 fine sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). "
19Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two or more coats on new work
20Repairing and Greasing of rolling shutters at the rate of 500 grams yellow cup grease of good quality each shutter after cleaning with Kerosene oil properly including tensioning of springs/ replacement of spring wherever required including replacement of damaged stripes and side koni complete and making easy push & pull operation and removing the top cover and refixing the same after greasing with all materials and labour etc., complete as directed by Engineer-in-charge. (This excludes the cost of spring and strips but including the cost of side koni).
21Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
22Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron)
23Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
24Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete With 12 mm mild steel U beading
25Deduct for Salvage value of dismantled Asbestos sheet as is whereis basis.
26Deduct for Salvage value of MS Angels, trusses, rafters, purlins,pipes etc..as is whereis basis.
27Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
28Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
29Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.GI angle of 40X40X5mm @ 3kg/m
30Painting with aluminium paint of approved brand and manufacture to give an even shade .Two or more coats on new work
31Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, Pillars, Piers, Abutments, Posts and Struts
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