Regional Institute Of Medical Sciences Tender
View complete overview of Manipur RIMS Tender
Regional Institute Of Medical Sciences - RIMS Tender
Eprocure
Opening Date15 Oct 2020
Closing Date24 Oct 2020
Tender AmountRefer Documents
Costs
EMD
₹ 1,64,834Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_RIMS_590877_1Bid Award Id
ViewTender No
56/2020-21/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 and Compacting of stone column of specified diameter below certain depth of excavated earth work,and compacted by hammer including (the cost of stone gravel )at every layer of 350-450mm by 2.5-5.0 tonne complete etc .as direction of Engineer -in -charge.
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400mm dia @ 1.5 m c/c
1040
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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
79.97
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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
26.66
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Filling in plinth with sandy soil under floors including watering, ramming, consolidation and dressing complete.
196.13
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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)
23.53
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1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 40 mm nom size)
10.45
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Providing underlayer for plinth protection of 75 mm thick rammed and consolidated and grouted with fine sand including preparation of ground.
49
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Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 cem : 3 coarse sand : 6 graded stone aggt 20 mm nominal size) including finishing the top surface of concrete smooth.
49
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Cement concrete for reinforced in pile cap i/c formwork complete as per drawing and technical specifications
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M25 grade
55.63
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All works up to plinth level
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1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )
7.35
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Reinforced cement concrete work in walls (any thickness), including attached pilaster, buttresses, plinth and string courses, fillets, columns, pillars, peirs, abutments, posts and struts etc. upto floor five level excluding 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 )
25.98
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with
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1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )
51.38
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Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete
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Thermo-Mechanically treated bars
20005.46
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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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i) Foundation footings, bases of columns etc, and mass concrete.
35.64
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ii) Columns, pillars, posts and struts (square, rectangular or polygon in plan ).
195.48
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iii) sides and soffits of beams, beam haunchings cantilevers, girders, bressumers and lintels not exceeding 1 m in depth.
298.13
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iv) Flat surface such as suspended floor, roofs landings and the like
143.75
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2nd class (local first class) brick work in foundation and plinth in c. m. 1 : 3 (1 cem : 3 fine sand).
118.16
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Half brick masonry 2nd class ( local first class ) in c.m. 1:4 ( 1 cem : 4 c / sand ) in superstructure
46.38
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15 mm cement plaster 1:3 (1 cem : 3 c /sand )
236.33
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12 mm cement plaster 1:3 (1 cem : 3 f /sand )
92.75
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Aluminium glazed window and ventilators of standard aluminium …
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Ready made aluminium windows (side hung)
29.7
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Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a coat of approved steel primer red oxide zinc chrome primer conforming to IS: 2074 1979) welded and bolted including special shape washer complete.
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Electric Resistant Welded tube (Conforming to IS:1611-1979)
3588.82
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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 Zylon 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
196.27
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Trapzoidal Pre-painted Profile Sheet for Ridges Gutter or Valley 610 mm wide of approved brand DYNA Roof of equivalent fixed with selt drilling screws of 68 mm long xylon coated screws with PVC washer & caps completed, exciding the coat of puling rafter & trusses.
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i) Profile sheel 0.50 mm/4.2 kgs/sqm
80.36
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Providing and fixing 20 mm plank as eaves board with
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Uningthou wood
10.72
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75 mm cement concrete flooring 1:2:4 (1 cem: 2 c/sand : 4 stone aggt 20 mm and down) finished with a floating coat of neat cement.
143.75
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Applying one coat of cement primer of approved quality on wall surface.
329.08
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Applying ready mixed priming coat pink primer of approved quality on wood work.
10.72
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Painting (two or more coats) with synthetic enamel paint of approved quality of black or chocolate colour on new work to give an even shade.
10.72
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Finishing walls weather shield paint of approved quality on new work (three or more coats) to give even shade.
118.16
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Distempering (two or more coats) with oil bound washable distemper of approved quality on new work including priming coat to give an even shade
118.17
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P/F water storage tanks (Sintex) with 400 mm dia nominal base G.I. Overflow tube 25 mm nominal G.I. Inlet and 15 mm nominal G.I. Outlet tube including hoisting a height of 10 m above ground level.
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1500 litres net capacity storage tanks
1
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Providing & fixing in position collapsible steel shutters with vertical channels 20mm X 10 mm X 2 mm & braced with flat iron diagonals 20 mm X 5 mm sizes with top & bottom rails of T iron 40 mm X 40 mm X 6 mm with 38 mm dia steel pulleys complete with bolts & nuts, locking arrangement, stoppers, handles i/c applying a priming coat of red lead paint.
8.75
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