National Botanical Research Institute Tender

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National Botanical Research Institute - NBRI Tender

Works
Civil And Construction
Eprocure
Opening Date1 Feb 2021
Closing Date8 Feb 2021
Tender Amount₹ 5,49,742 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), 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. All kinds of soil.

10.5

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Filling available excavated earth excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

10.5

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size).

2.1

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Centering and shuttering including strutting, propping etc. and removal of form for all heights :

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(a) Foundations, footings, bases of columns, etc. for mass concrete

13.85

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(b) Suspended floors, roofs, landings, balconies and access platform

45.55

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(c) Lintels, beams, plinth beams, girders, bressumers and cantilevers

48.85

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(d) Columns, Pillars, Piers, Abutments, Posts and Struts

20.55

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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 work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

4.85

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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. 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) : 3 graded stone aggregate 20 mm nominal size)

1.45

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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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).

7.22

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars.

1062

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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 (1 cement : 6 coarse sand)

1.5

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)

12.5

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12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)

85.75

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15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 fine sand)

59

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Note:- Rates should be quoted inclusive of all Taxes, GST etc.

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