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 Re-construction Of Collapsed And Damaged Portions Of Compound Wall At West Side Of Bsnl Bhavan And At Entrance And D-block Of Staff Qtrs, Machavaram, Vijayawada. in Vijayawada, Andhra Pradesh, with an estimated contract value of Rs. 21,99,365. The bid opening date for this tender is 06-06-2025 and the last date for bid submission is 16-06-2025. Interested bidders for Bharat Sanchar Nigam Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Bharat Sanchar Nigam Limited - BSNL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date6 Jun 2025
Closing Soon16 Jun 2025
Tender Amount₹ 21,99,365
Costs
EMD
₹ 43,990Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_BSNL_237640_1Tender No
03/BSNL-CDV/2025-26Tender 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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In cement mortar
55
196
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
80
196
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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 of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
198
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All kinds of soil.
18
199
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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.
18
199
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
5
201
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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 50m outside the periphery of the area cleared.
1400
201
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Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
-
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Beyond 30 cm girth up to and including 60 cm girth
5
201
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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 :
-
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1:1.5:3 (1 Cement: 1.5 coarse sand(zone-III) including manufactured sand derived from Recycled concrete aggregate (RCA) up to 25% : 3 graded stone aggregate 20 mm nominal size incuding Recycled Concrete Aggregate (RCA) up to 25%).
7
201
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1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
5
207
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Centering and shuttering including strutting, propping etc. and removal of form work for :
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-
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Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc..
60
201
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Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete.
-
-
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources).
2.5
211
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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 :
-
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-
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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)
15
213
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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 :
-
-
-
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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)
2.5
201
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Centering and shuttering including strutting, propping etc. and removal of form for :
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Foundations, footings, bases of columns, etc. for mass concrete
20
201
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
90
216
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Columns, Pillars, Piers, Abutments, Posts and Struts
95
219
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
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-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
2100
221
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
700
201
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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
210
224
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
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Cement mortar 1:4 (1 cement : 4 coarse sand)
30
226
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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 :
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Cement mortar 1:4 (1 cement : 4 coarse sand)
20
228
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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 etc. as required.
-
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
50
232
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12 mm cement plaster of mix :
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1:6 (1 cement: 6 fine sand)
200
232
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15 mm cement plaster on the rough side of single or half brick wall of mix :
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1:6 (1 cement: 6 fine sand)
200
234
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
-
-
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New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
600
236
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
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Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
60
237
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Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto the bottom of pile cap):
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300 mm dia piles
110
239
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Making repairs to the existing bent/twisted MS grill of length 100 m in panels and 0.55 m height by re bending/straitening/welding etc and making good for refixing as directed by Engineer-In_Charge.
1
241
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Fixing of avilable grills up to a length 100 m in panels and 0.55 m height on top of compound wall up to a height 2 m above Ground level including necessary scaffolding arrangements etc as per the directions of the Engineer-in-Charge
1
201
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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).
30
243
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