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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC 95B LENIN SARANI LENIN SARANI 95B LENIN SARANI VILLAGE TOWN KOLKATA CITY KOLKATA KOLKOTA WEST BENGAL 700013 INDIA | KOLKATA | WEST BENGAL | 700013 | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.4 L+₹23,485.80 (3.27%)Rejected-Finance | L2 | Rejected-Finance NOT L1 |
Tender Value
₹7 L
Closing Date
15 Mar 2021, 5:00 pmClosed
DIRECTOR CIFRI
ICAR CIFRI BKP
Construction of 30 KLtr. Semi-underground reservoir by the side of newly constructed Auditorium at ICAR-CIFRI, Barrackpore
2021_DARE_620732_1
7/21/bKP
Open Tender
Civil Works
Works
10 days
ICAR-CIFRI BKP
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
Exempted
15 Jun 2021
5 Mar 2021
16 Mar 2021
5 Mar 2021
15 Mar 2021
5 Mar 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil. Pipes, cables etc not exceeding 80 mm dia
Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered): Depth exceeding 1.5 m but not exceeding 3 m
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 upto 1.5 m.
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) : 6 graded stone aggregate 20 mm nominal size).
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.
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): 3 graded stone aggregate 20 mm nominal size).
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).
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platform
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.
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.
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
Neat cement punning.
Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 40 mm dia nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 40 mm diameter pipe
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 40 mm diameter pipe
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20 mm diameter round bar
Providing and Fixing C.I. cover with frame (medium duty) 500mm internal diameter, total weight of cover and frame to be not less than 116 kg. (weight of cover 58 kg and weight of frame 58 kg ):
MAM Enterprise
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