Institute Of Himalayan Bioresource Technology Tender
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Institute Of Himalayan Bioresource Technology - IHBT Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date22 Aug 2024
Closing Date3 Sep 2024
Tender Amount₹ 96,12,128
Costs
EMD
₹ 1,92,500Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CSIR_205656_1Bid Award Id
ViewTender No
5-311/WS/2024Tender Authority
Institute Of Himalayan Bioresource Technology ViewPurchaser Address
-Website
http://https://www.csir.res.in/
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Documents
NIT AND TENDER DOCUMENT OF Co Boundary Wall from Gate No 1 to Gate No 2 at CSIR IHBT Palampur
BOQ Items
Providing and laying in position Cement concrete of specified grade excluding the cost of centering, shuttering- All work up to plinth level .1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
278
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
25
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
71
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.
220
-
-
Centering and shuttering including strutting, propping etc. and removal of form fo rColumns, Pillars, Piers, Abutments, Posts and Struts.
632
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets,
kerbs and steps etc.
350
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
6074
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1cement : 6 coarse sand)
293
-
-
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
1283
-
-
15 mm cement plaster on the rough side of wall of mix :1:6 (1cement: 6 fine sand)
960
-
-
Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)
2243
-
-
Demolishing 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
51
-
-
Dismantling steel work manually/ by mechanical means in built up sections and stacking within 50 metres lead as per direction of Engineer-in-charge.
457
-
-
Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
258
-
-
Demolishing stone rubble masonry 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
317
-
-
Fencing 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
5280
-
-
Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder,Fencing posts with necessary holes for barbed wire, railings, brackets,gates and similar works.
1638
-
-
Painting with aluminium paint of approved brand and manufacture to give an even shade .Two or more coats on new work
60
-
-
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
480
-
-
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured).
25194
-
-
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