National Institute Of Technology Tender
View complete overview of Puducherry NIT Tender
National Institute Of Technology - NIT Tender
Civil And Construction
Building Construction
Eprocure
Opening Date19 Aug 2024
Closing Date9 Sep 2024
Tender AmountRefer Documents
Costs
EMD
₹ 18,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NITPY_821867_1Bid Award Id
ViewTender No
NITPY/ PD CIVIL / 2024 / OPEN STAGE/ 09Tender Authority
National Institute Of Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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 up to 1.5 m.
30
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-
Excavating, supplying and filling of local earth (including royalty) in plinth with sand under floors by mechanical transport up to a lead of 5 km, also including compaction, ramming, watering of the earth in layers and dressing not exceeding 30 cm in trenches, plinth, boundaries etc., complete as directed by the Engineer in charge.
42.81
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and 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)
7.25
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-
Centering and shuttering including strutting, propping etc. and removal of form work for :
-
-
-
Foundations, footings, bases for columns etc. for mass concrete
16.37
-
-
Suspended floors, roofs, landings, balconies and access platform
87.98
-
-
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)
1.28
-
-
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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
11.08
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-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500 D or more.
970.47
-
-
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)
24
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-
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
-
-
-
40 mm thick with 20 mm nominal size stone aggregate
81.66
-
-
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
-
-
-
1:3 (1 cement: 3 fine sand)
41.77
-
-
Finishing walls with water proofing cement paint of required shade :
-
-
-
New work (Two or more coats applied @ 3.84 kg/10 sqm).
50
-
-
Finishing walls with textured exterior paint of required shade :
-
-
-
New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @2.20kg/10 sqm.
50
-
-
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
90
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-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
250
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-
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