Regional Institute Of Medical Sciences Tender
View complete overview of Manipur RIMS Tender
Regional Institute Of Medical Sciences - RIMS Tender
Metal Fabrication
Eprocure
Opening Date11 Sep 2020
Closing Date19 Sep 2020
Tender AmountRefer Documents
Costs
EMD
₹ 93,686Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_RIMS_583203_1Bid Award Id
ViewTender No
50/2020-21/RIMS/ImphalTender Authority
Regional Institute Of Medical Sciences ViewPurchaser Address
-Website
http://http://www.rims.edu.in/secure/
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Documents
BOQ Items
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Boring, providing and installing bored cast in situ reinforced cement concrete pile of specified dia and length below pile cap in cement concrete of M20 grade subject to a minimmum cement content of 400 kg cubic metre of concrete, mixed cement water ratio of 0.50, slump range from 150mm to 200 mm (max), to carry a safe working load not less than specified i/c cost of boring with casing and/bentonite solution and length of pile to embedded in the pile cap ( Length of pile for payment shall be measured upto bottom of pile cap) but excluding the cost of reinforcement which shall be paid separately ( Pile test as per relevant ISI/IRC codes shall be carried out & payment for the same where required shall be made separately )
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18.5.2 450 mm Dia pile
384
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Cement concrete for reinforced concrete in pile cap including form work complete as per drawing and technical specifications
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a) M25
36
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Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in
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g) 1:4:8 (1 cem :4 c/sand :8 graded stone aggregate 40 mm nom size)
5.4
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Reinforced cement concrete work in suspended floor, roof, landing. shelves and their support balconies, beams, lintel beams, girders, bressumers and cantileversupto floor two level and plastering the exposed surface with a cement mortar 1:3 ( 1 cem:3 f/sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering shuttering and reinforcement.
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a)1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )
56.56
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Reinforced cement concrete work in columns, piers, abutments, posts and struts upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3
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a) 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )
16.63
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Reinforcement for R.C.C. work including bending, binding and placing in position complete
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b) Tor steel bars
12111.4
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Providing form works including centering and shuttering so as to give a rough finish, strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the samefor in-situ reinforced concrete and plain concrete work in
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h) Sides and soffits of beams, beam haunchings cantilevers, girders, bressumers and lintels exceeding 1 m in depth.
197.19
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g) i) Columns, pillars, posts and struts (square, rectangular or polygon in plan ).
127.84
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b) Flat surface such as suspended floor, roofs, landings and the like
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i)floors etc upto 200 mm in thickness
234.36
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Half brick masonry 2nd class ( local first class ) in c.m. 1:4 ( 1 cem : 4 c / sand ) in superstructure
210.49
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12 mm cement plaster 1:3 (1 cement : 3 fIine sand )
385.01
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Applying one coat of cement primer of approved quality on wall surface.
385.01
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Finishing wall with weather sheild paint
385.01
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Corrugated G.I. Sheet 24 B.G. fixed with galvanized iron J or L hooks 8 mm dia G.I. Limpet and bitumen washer complete excluding the cost of purlins, rafter and trusses.
61.43
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Filling in plinth with sandy soil under floors including watering, ramming, consolidation and dressing complete.
156
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Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1cem : 2c/sand : 4graded stone aggregate 12.5 mm nominal size)
27.38
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Extra for providing and mixing water proofing materials in cement concrete work in the proportion recommended by manufacturers
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: per bag of 50 kg of cement used in the mix
27.38
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Providing form works including centering and shuttering so as to give a rough finish, strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the samefor in-situ reinforced concrete and plain concrete work in
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a) Foundation footings, bases of columns etc, and mass concrete.
188.82
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c) Vertical surfaces such as walls (any thickness) partition and the like including attached pilasters, buttresses, plinth and string courses and the like
82.56
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ii) Circular or curved in plan
1.92
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I) Edges of slabs and breaks in floor walls
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a) under 20 cm wide.
175.68
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2nd class (local first class) brick work in foundation and plinth in c. m. 1 : 4 (1 cem : 4 coarse sand).
21.21
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Providing and fixing in position vertical collap- sible steel shutter with vertical channels 20mm x 10mm x 2 mm and braced with flat iron diagonals 20 mm x 5 mm sizes with top and bottom rails of T iron 40 mm x 40 mm x 6 mm with 38 mm dia steel pulleys complete with bolts and nuts, locking arrangements, stoppers handles including applying a priming coat of red lead paint.
14.03
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Steel work in single sections including cutting hoisting, fixing in position and applying a priming coat of red lead paint.
19.24
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Flooring with Stone Grit Tiles
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Ordinary stone grit roof tiles 20mm thick
106.01
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Light shades using white cement
59.78
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15 mm cement plaster 1:3 (1 cem : 3 f /sand )
283.45
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