Bharat Sanchar Nigam Limited Tender
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The BSNL has issued a formal invitation for competitive bids for the Bharat Sanchar Nigam Limited project, for Construction Of Rcc Foundation For 40meter High Triangular Ground Based Tower At Bhairavwadi In Sawantwadi Sdca Dist Sindhudurg in Sindhudurg, Maharashtra. The bid opening date for this tender is 27-01-2021 and the last date for bid submission is 02-02-2021. Interested bidders for Bharat Sanchar Nigam Limited tender can download the important documents here to check the tender amount, scope of work, eligibility criteria and technical requirements.
Bharat Sanchar Nigam Limited - BSNL Tender
Eprocure
Opening Date27 Jan 2021
Closing Date2 Feb 2021
Tender AmountRefer Documents
Costs
EMD
₹ 13,110Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_BSNL_68160_1Bid Award Id
ViewTender No
19/EEC(K)/BSNL/2020-21Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://https://www.bsnl.co.in/
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Documents
BOQ Items
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a) All kinds of soil
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Fabrication of M.S. Base plate of size 600 mm X 600 mm X 4 mm thick, drilling with 12 no 40 mm dia holes for fixing anchor bolts as per approved drawing and including transportation charges etc complete as per the directions of the Engineer-in-charge.
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All kinds of soil
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1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size
4.7
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Fixing bed plates, templates and anchor bolts etc. for stem of tower foundation including scaffolding, working platform alround the periphery of the columns for checking of bolts,templates upto height of 2.3 M,accurate positioning, levelling etc. and maintaining the position and level till casting of RCC work of columns is over and applying grease to the exposed portion as protection from rusting, complete as per the directions of the Engineer-in-charge. (The bolts are 3.35 m long including bottom L and to be fixed while casting the base raft) (Bed plates and anchor bolts etc. to be supplied by the department free of cost.) (Note:- Any variation in centre to centre distance of anchor bolt from drawings after casting of concrete,may require dismantling and recasting of columns for accurate positioning of anchor bolts at the cost of agency).
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Centering and shuttering including strutting, propping etc. and removal of form for :
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Supplying of Anchor bolts at site manufactured from 35mm dia Mild Steel bar of 2000 mm in length in single piece confirming to IS 2062-1999, threaded at top 150mm length and full welding MS Plate 80mm x 80mm x 8mm thick at bottom of anchor bolt including suitable hexagonal nuts,check nuts and Mild steel spring washers etc all complete as per direction of Engineer-in-charge. ( Each Anchor bolts fixed in position, shall be measured separately for payment. Agency shall carry out mandatory test of Anchor Bolts and shall produce neccesary mandatory Test Certificate for each group of Anchor Bolts as described in the special conditions of the agreement and nothing extra shal be paid on this account)
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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 : a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
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Disposal of surplus earth by mechanical transport including loading, unloading etc. complete lead upto 5 km, as directed by Engineer in charge
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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 up to 1.5 m.
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Foundations, footings, bases of columns, etc. for mass concrete.
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Ordinary or hard rock.
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b) Hard rock (blasting prohibited)
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. A) Thermo-Mechanically Treated bars of grade Fe-500 D or more.
1740
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. a) Ordinary rock
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a) Ordinary rock
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