Regional Institute Of Medical Sciences Tender
View complete overview of Manipur RIMS Tender
Regional Institute Of Medical Sciences - RIMS Tender
Building Construction
Eprocure
Opening Date5 Feb 2020
Closing Date12 Feb 2020
Tender Amount₹ 26,05,506
Costs
EMD
₹ 52,110Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_RIMS_541802_1Bid Award Id
ViewTender No
32/2019-20/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
R.C.C work
1.11
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Demolition of brick work above G.L. upto floor two level including stacking of serviceable materials and disposableof unserviceable materials within 50m lead.
1.26
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Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m
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loose soft soil
388.1
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Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m
129.37
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Earthwork in rough excavation banking excavated earth in layers not exceeding 20 cm depth breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammer rolling every third and topmost layer with power roller of min 8 tonne and dressing up the embankment for roads, flood banks, guide banks and filling up ground depression lead upto 1.5 m in
736.8
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Providing laying and compacting granular base/sub base according to lines, grades and cross sections by using naturally occurring sand gravel/conforming to IRC Grading-II of M.O.S.T. specifications free from organic or other deleterious constituents compacted by rolling with power roller of 8 to 10 tonne capacity in layers not exceeding 150 mm (spread thickness) including rolling of the road surface to proper level and grades 30 cm width edging on both sides etc complete as directed by the Engineer-in-charge (without carriage charge of all materials).
98.1
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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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1:4:8 (1 cem :4 c/sand :8 graded stone aggregate 40 mm nom size)
58.45
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1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 20 mm nom size)
13.8
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering and shuttering finishing and reinforcement - All work upto plinth level
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1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )
20.02
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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. upto floor five level excluding the cost of centering, shuttering finishing and reinforcement .
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1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )
4.67
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Reinforced cement concrete work in beams,suspended floors,roofs having a slope up to 15 ° landings, balconies, shelves,chajjas, lintels, bands, plain windows sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering finishing and reinforcement
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1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )
3.98
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Reinforcement for RCC work I/c bending binding and placing in position @ Tor steel bar
3448.6
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Providing formworks I/c 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 excceeding 4m and removal of the same for in-situ reinforced concrete and plain concrete work in.
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(c) (I) Columns, pillars , posts and struts (square, rectangularor polygon in plain)
39.47
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sides and soffits of beams, beam haunchings cantilevers, girders, bressumers and lintels not exceeding 1 m in depth.
95.52
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Flat surface such as suspended floor, roofs, landings and the like
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floors etc upto 200 mm in thickness
7.5
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Random Rubble masonry in walls with stone of approved quality in foundation & plinth, laid dry, well bounded face with selected stone & built with bond or through stone evenly placed at the rate of two sqm
16.88
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Steel work built up tubular (round square or rectangular hollow tubes etc.
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Electric Resistant Welded tube (Conforming to IS:1611-1979)
3529.68
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Trapzoidal pre-painted profile sheet roffing of approved brand DYNA Roof of equivalient with selt drilling screws of 68 mm long Xylon coated screw with PVC washer & caps complete, exciding the coat of pulier & trusses.
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i) Profile sheel 0.50 mm/4.2 kgs/sqm
272.5
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Providing and laying cement concrete paver interlocking paver blocks (Glass moulded, 80mm thick) on a base course and filling with 150 mm thick coarse sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction
258
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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).
2.73
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12 mm cement plaster 1:3 (1 cem : 3 c /sand )
32.7
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Neat cement punning
32.7
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