Assam Electricity Grid Corporation Limited Tender
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Costs
EMD
₹ 1,45,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_AEGCL_35070_1Bid Award Id
ViewTender No
Tech-293/OnM(LAR)/2023/AIIMS GSS/PKG-B/BidTender Authority
Assam Electricity Grid Corporation Limited ViewPurchaser Address
-Website
http://https://www.aegcl.co.in/Package Tenders
Tech-293/OnM(LAR)/2023/AIIMS GSS/Pkg-A/BidTech-293/OnM(LAR)/2023/AIIMS GSS/PKG-C/Bid
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BOQ Items
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
with local sand, with common burnt clay non modular bricks.
Pile Cap:72x0.75x0.75
Tie Beam:1x195x0.3
99
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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 :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from bnatural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Pile Cap: 72x0.75x0.75x0.08
Tie Beam: 1x195x0.3x0.08
7.92
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-
Steel reinforcement for R.C.C. work including straightening, cutting,bbending, placing in position and binding all complete upto plinth level.
Mild steel and Medium Tensile steel bars
Pile: 72x10x12.5x0.89
Stiffner outer: 72x81x1.85x0.62
Sittner inner: 72x8x1.85x0.89
Pile Cap: 4x5x1.5x0.89
Column: 72x6x3x0.89
Tie Beam: 1x4x195x0.89
Mid Beam: 1x4x195x0.89
Top Beam: 1x4x195x0.62
Stirrup
Column: 72x18x0.95x0.39
Tie beam: 1x1301x0.95x0.39
Mid beam: 1x1301x0.95x0.39
Top Beam: 1x1301x0.75x0.39
22420.27
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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)
Pile Cap: 72x0.6x0.6x0.6
Column: 72x2.5x0.25x0.25
Tie Beam: 1x195x0.25x0.25
Mid Beam: 1x195x0.25x0.25
Top Beam: 1x195x0.25x0.15
58.49
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-
Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
(a) In cement mortar in prop. 1:4
Wall from top of tie beam to bottom of mid beam 2x195x1 SQM
Less for Column (-) 72x1x0.25 SQM
Wall from top of Mid beam to bottom of top beam 2x195x1.15 SQM
Less for Column (-) 72x1.15x0.25 SQM
131.61
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix :
(A) On Rough side (b) In proportion 1:4 2x195x2.5
975
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-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
a) M. S. Angles…….50x50x5
72x2.3x3.8
629.28
-
-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate
priming coat, preparation of surface, etc. complete.
On steel work
MS Angle
72x2.3x0.2
33.12
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-
Centering and shuttering including strutting, propping etc. and removal
of form work for :
Foundations, footings, bases for columns
Pile Cap: 72x4x0.6x0.6
Tie Beam: 1x2x195x0.25
201.18
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-
Columns, piers, abutments, pillars, posts and struts
Column: 72x4x2.5x0.25
Mid Beam: 1x2x195x0.25
Top Beam: 1x2x195x0.15
336
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-
EXTERIOR PAINTS / COATINGSFinishing walls with textured exterior paint of required shade :
13.45.1 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
1x975
975
-
-
Providing & fixing concertina coil fencing with required dia 610mm (having 15 nos round per 6 meter length) up to 3.00m height of wall with existing angle iron Y shaped placed 2.4m or 3.00m apart and 9 horizontal RBT (Reinforced Barbed wire of high tensile strength of 165 kg/sq.m with tape (0.52mm thicks and weight 43.478 8m/meter
1x195
195
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Evaluation Notes How It Works ?
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