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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 CrAccepted-AOC | ₹1.6 Cr | 1 | Accepted-AOC Bidder is selected as L1 Bidder |
| 2 | 2₹1.7 Cr+₹10.5 L (6.60%)Rejected-Finance | ₹1.7 Cr+₹10.5 L (6.60%) | 2 | Rejected-Finance Due to Financial Ranking |
| 3 | 3₹1.7 Cr+₹14.6 L (9.16%)Rejected-Finance 8 G N B ROAD PANBAZAR GUWAHATI KAMRUP M ASSAM 781001 | KAMRUP METRO | ASSAM | 781001 | ₹1.7 Cr+₹14.6 L (9.16%) | 3 | Rejected-Finance Due to Financial Ranking |
| 4 | 4₹1.8 Cr+₹17.0 L (10.7%)Rejected-Finance | ₹1.8 Cr+₹17.0 L (10.7%) | 4 | Rejected-Finance Due to Financial Ranking |
| 5 | 5₹1.8 Cr+₹18.0 L (11.3%)Rejected-Finance | ₹1.8 Cr+₹18.0 L (11.3%) | 5 | Rejected-Finance Due to Financial Ranking |
Tender Value
Refer Docs
EMD Value
₹4.1 L
Closing Date
26 Aug 2024, 12:00 pmClosed
Director
NEHARI, BRAHMAPUTRA BOARD, RUDRESWAR, GUWAHATI-30
Repairing and Renovation of Boundary Wall at NEHARI, Brahmaputra Board, Rudreswar, Guwahati-30
2024_BB_821860_1
N/6/2023-NEHARI
Open Tender
Civil Works
Works
365 days
NEHARI
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹4.1 L
10 Oct 2024
19 Aug 2024
27 Aug 2024
19 Aug 2024
26 Aug 2024
19 Aug 2024
Amount
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar
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 ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
Providing and laying in position ready mixed plain cement concrete,with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying andcuring, excluding the cost of centering, shuttering and finishing,including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineerin-charge. Note : 1) Excess/less cement used than specified in this item is payable/recoverable separately. All works upto plinth level : M-15 grade plain cement concrete (cement content considered @ 240 kg/cum)
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)
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).
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
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 upto 50 m and lift upto 1.5 m.
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 as required In Gratings,Frames, guard bar, ladder, railings, brackets, gates and similar works
Cellular Concrete Block work using Cellular Light Weight concrete block of Size 500x200x100mm conforming to IS-2185 Pt-3 or pt-4 in cement morter of proportion 1: 5 including racking out joints and curing complete as directed instructure. (protruding rod is to be provided at every 3 course interval and will be measured and paid separately) (b) In superstructure above plinth level up to 1st floor level.
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
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 1:4 (1 cement : 4 coarse sand)
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
SRI MANOJ KUMAR SARMAH
MAA KAMAKHYA ART
NAZRUL ISLAM
PRASANTA GOGOI
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