Public Works Building And NH Department Tender
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Public Works Building And NH Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date8 Jan 2024
Closing Date29 Jan 2024
Tender Amount₹ 1,00,48,128
Costs
EMD
₹ 2,00,963Document Cost
₹ 2,200Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWBNH_35311_1Bid Award Id
ViewTender No
TW-1/SE/GBC/2021-22/482-A, Dt. 04-01-2024Tender Authority
Public Works Building And NH Department ViewPurchaser Address
-Website
http://assamtenders.gov.in
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Documents
BOQ Items
Lintels, beams, plinth beams, girders, bressumers and cantilevers
261.68
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Columns, Pillars, Piers, Abutments, Posts and Struts
603.88
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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: 1:2:4 (1 cement: 2 coarse sand (zone-lII)derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)
52.32
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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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
70.35
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Dry Brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints. Footing base
131.94
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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 1:4 (1 cement: 4 coarse sand). Full Brick wall
98.06
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Below stone masonry
194.32
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Coursed rubble masonry (second sort) with hard stone in foundation & plinth with: 7.7.1 Cement mortar 1:6 (1 cement: 6 course sard)
126.36
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Coursed rubble masonry with hard stone (first or second sort) in supersructure above plinth level and upto floor five level. Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand)
209.66
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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. Thermo-Mechanically Treated bars of grade Fe-500D or more
14253.14
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12 mm cement plaster of mix: 1:4 (1 cement: 4 fine sand)
1342.09
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Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 Itr/10 sqm over and including priming coat of exterior primer applied @2.20 kg/10 sqm)
1342.09
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Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mon dia, etc. complete.
898.05
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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron "Y" shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Enginner-in- charge, with reinforced barbed tape(R.B.T.)/Spring core (2.5nam thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
199.3
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc, as required.: In gratings, frames, guard bar, ladder, railings, brackets, Gate
465.3
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
5054.37
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