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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 LAccepted-Finance | 1 | Accepted-Finance Single lowest |
Tender Value
₹1.2 L
EMD Value
₹2,320
Closing Date
1 Jun 2024, 6:00 pmClosed
Executive Engineer (C)
BSNL Civil Division, T.E. Building Compound, Luxmi Road, Dalanwala, Dehradun
Repair to the damaged compound wall at T.E Compound, Jwalapur, Haridwar
2024_BSNL_196520_1
14/EE(C)/BSNL/CD/DDN/2024-25
Open Tender
Civil Works
Item Rate
30 days
Jwalapur
Please refer tender documents
10 documents required · 10 mandatory
₹590
Yes
AO (Cash), BSNL, O/o GMT, Haridwar BA
₹2,320
Yes
Dehradun
28 Jun 2024
27 May 2024
3 Jun 2024
27 May 2024
1 Jun 2024
27 May 2024
30 May 2024
Amount
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):
From brick work in cement mortar
Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge
Credit for serveciable items to be used in the work
Serveciable F.P.S Bricks
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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..
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand)
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.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
12 mm cement plaster of mix :
1:6 (1 cement: 6 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix :
1:6 (1 cement: 6 coarse sand)
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
One or more coats on old work.
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge.
With cement mortar 1:4 (1cement: 4 coarse sand).
Providing and fixing existing M.S gratings by welding etc to the M.S railing over the compound wall including necessary resizing by cutting etc; all complete as per the direction of the Engineer in charge. (Note: M.S Sections required for welding shall be paid for separately)
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.
With G.I. barbed wire
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