Assam Electricity Grid Corporation Limited Tender
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Costs
EMD
₹ 42,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of Transformer Pad At 132kv Aiims Gss Under Deposit
Description
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Contact
Tender Id
2023_AEGCL_35075_1Bid Award Id
ViewTender No
Tech-293/OnM(LAR)/2023/AIIMS GSS/PKG-C/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-B/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.
Pad Area 1x9.5x6.5
61.75
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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)
Pad Area 1x9.5x6.5x0.1
6.18
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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. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Pile: 12x10x16x0.89
Stiffner outer: 12x101x1.85x0.62
Sittner inner: 12x10x1.85x0.89
Raft: 2x2x44x2.25x0.62 2x2x16x6.5x0.62
Pile Cap: 1x2x44x5.5x0.89 1x2x34x7x0.89
Column ( Jack Pad ): 4x8x1.5x3.85
Stirrup: 4x8x2.45x0.39
Dimond Stirrup: 4x8x2.5x0.39
Rail: 2x2x8x6.5x0.89 2x2x44x2x0.89
Hold fast Bar: 2x5x1x1.58
Wall: 2x2x9x6.6x0.62 2x2x44x1.25x0.62 2x2x9x9.6x0.62 2x2x64x1.25x0.62
Oil sump: 2x2x7x1x0.62
6128.9
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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)
Raft: 2x6.5x2.25x0.125
Pile Cap: 1x6.5x5x0.5
Column ( Jack Pad ): 4x1.1x0.5x0.5
Rail : 2x6.5x1.1x0.6
Wall: 2x9.5x1.1x0.125 2x6.6x1.1x0.125
Oil sump pit: 2x1x1x0.125
34.27
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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……(65x45x6) 2x6.5x4.8
Rail 2x6x60.34
Hold Fast Plate0.4x0.4x0.012x7850
937.2
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Centering and shuttering including strutting, propping etc. and removal
of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Wall: 2x2x6.5x1.1 2x2x9.5x1.1
Rail: 2x2x6.5x1.1 2x2x9.5x1.1 2x2x0.6x1.1
Pile Cap: 2x2x6.5x0.5 2x2x5x0.5
Column ( Jack Pad ): 4x4x1.1x0.5
Raft: 2x2x6.5x0.125 2x2x2.25x0.125
Oil sump pit: 2x2x1x1
183.62
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Construction , supplying , fitting of Electrolytic grade copper plate 600mm x 600mmx6mm for transformer neutral earthing to be provided in 6.5 mtrs deep earth pit to be filled with salt & charcoal( as per standard earthing practices - power Tr. And aux. Tr.) complete in all aspect as per direction of Dept.
1x4
4
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Supplying, filling, spreading & leveling all side broken aggregate of size 40 mm, in the Transformer pad pit, , in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 1x1x9.5x6.5
Less : 2x6.5x0.6x1.1 4x1.1x0.5x0.5
52.07
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