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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
Tender Value
₹1.6 L
EMD Value
₹3,200
Closing Date
27 May 2024, 6:00 pmClosed
EE(C), BSNL CD-II, Hyderabad
Executive Engineer (C), BSNL Civil Division-II, Room No. 703, VII floor, BSNL Bhawan, Adarsh Nagar, Hyderabad-500063
Strengthening of 3 Legged 18 mts Tubular Tower Beams with Dismantling of damaged portion of concrete, Tightening and Painting of tower at ANUSUYA ENCLAVE, UPPAL, Hyderabad.(II Call)
2024_BSNL_195927_1
NIT No. 03/CECTSCZ/HYD/2024-25 (II Call)
Open Tender
Civil Works
Item Rate
30 days
Uppal, Hyderabad
Please refer Tender documents.
4 documents required · 4 mandatory
₹590
Accounts Officer (Cash), O/o PGMT, BSNL, HTD BA
₹3,200
30 May 2024
18 May 2024
29 May 2024
18 May 2024
27 May 2024
18 May 2024
18 May 2024 - 27 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)
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 directions of Engineer-In-Charge.
With cement mortar 1:4 (1cement: 4 coarse sand).
Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
50 mm average thickness
Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
Bars above 12 mm diameter
Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.
Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make.
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)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for :
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Lintels, beams, plinth beams, girders, bressumers and cantilevers
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 @ 2.20 kg/10 sqm).
Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge.
Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
50 mm average thickness in 3 layers.
Supplying new G.I. nuts and bolts with plain and spring washers conforming IS specications of various sizes required for erection of steel communications tower including taking away the damaged old G.I. nuts and bolts.
Tightening of nuts and bolts of existing steel communication tower including replacing the damaged or missing nuts and bolts by specialised labour including arranging necessary ropes,tools and plants, safety arrangements and insurance for labour etc., complete.
18m triangular tubular roof top tower
Repainting the existing steel communication roof top tower by scraping the peeled off paint and applying two coats of high gloss synthetic paint of approved brand and manufacture and of approved shades by special tower labour to all the towers members and others attached to the tower as directed.
18m triangular tubular tower.
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