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Replacement 3 Nos Damaged 8 Meter Rtp Self Supporting Pole And Other Misc Civil Works At Bts Site Mnk Iii House Of Parimal Ghosh 18 8 A Silata Mata Lane Noapara Replacement 3 Nos Damaged 8 Meter Rtp Self Supporting Pole And Other Misc Civil Works At Bts S, 18/8/A Silata Mata Lane, Noapara-West Bengal

Bharat Sanchar Nigam Limited-BSNL has published Replacement 3 Nos Damaged 8 Meter Rtp Self Supporting Pole And Other Misc Civil Works At Bts Site Mnk Iii House Of Parimal Ghosh 18 8 A Silata Mata Lane Noapara Replacement 3 Nos Damaged 8 Meter Rtp Self Supporting Pole And Other Misc Civil Works At Bts S. Submission Date for this Tender is 01-01-2022. Electric Pole Tenders in 18/8/A Silata Mata Lane, Noapara West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

30389611
Replacement 3 Nos Damaged 8 Meter Rtp Self Supporting Pole And Other Misc Civil Works At Bts Site Mnk Iii House Of Parimal Ghosh 18 8 A Silata Mata Lane Noapara Replacement 3 Nos Damaged 8 Meter Rtp Self Supporting Pole And Other Misc Civil Works At Bts S
Open Tender
Indian
West Bengal
18/8/A Silata Mata Lane, Noapara
01-01-2022

Tender Details

Replacement 3 Nos Damaged 8 Meter Rtp Self Supporting Pole And Other Misc Civil Works At Bts Site Mnk Iii House Of Parimal Ghosh 18 8 A Silata Mata Lane Noapara Replacement 3 Nos Damaged 8 Meter Rtp Self Supporting Pole And Other Misc Civil Works At Bts Site Mnk Iii House Of Parimal Ghosh 18 8 A Silata Mata Lane Noapara Kolkata 90

Key Value

Document Fees
INR 590 /-
EMD
Refer document
Tender Value
INR 3.49 Lakhs /-

BOQ Items

Name of the work : Replacenent 3 nos damaged 8 meter RTP (self supporting pole) and other misc civil works at BTS site MNK-III, house of Parimal Ghosh, 18/8/A Silata Mata Lane, Noapara, Kolkata-90.
Sl. No. Item Description
1Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
2Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
3Reinforced 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).
4Centering and shuttering including strutting, propping etc. and removal of form for :
5Lintels, beams, plinth beams, girders, bressumers and cantilevers
6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
7Thermo-Mechanically Treated bars of grade Fe-500D or more.
8Steel 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.
9In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
10Fabrication and providing structural steel work welded in built up section for self-supporting pole and platform with galvanized mild steel conforming to IS : 4759 with average mass of zinc coating 610 gms/sqm (approximately 85 microns )on RS joist, channels, bolts, angles, connecting plates, tubes, nuts and washers etc. as per design including cost of galvanizing and cutting the sections as per design, fabrication, welding etc. all complete as per direction of the Engineer-in-Charge. The rate shall include cost of all materials, labours, tools & plants, machinaries and carrying the material to the site including loading and unloading for all leads, taxes, duties and ancillary works in handling of the pole materials.
11Labour for Lifting of Galvanized Iron pole materials and other necessary tools and plants upto height of 20.0 metres (i.e.Five stories) through narrow passage like stair case etc or by rope of adequate strength from out side or any other means as directed by the Engineer-in-Charge, so as to errect the pole upto roof top as per direction of the Engineer-in -charge.
128 metre Roof Top Pole.
13Labour for errection of pole tower on roof top as per drawing and design all complete as per dirction of the Enginneer-in-Charge.
148 metre Roof Top Pole.
15Painting of pole, platform, runway, post etc. with one coat APCONYL WP 636/Etch Primer ( 8 to 10 micron thick) one coat APCOMIN HB ZINC PHOSPHATE/Red Zinc Chromate Primer (35 micron thick) and two coats of APCOMIN/High gloss synthetic enamel paint (thickness of each coat being 25 micron) and this finish coat shall be alternate band of white and international orange shade as per aviation colour complete as per direction of the Engineer-in-Charge.
168 metre Roof Top Pole.
1712 mm cement plaster of mix :
181:4 (1 cement: 4 fine sand)
19Neat cement punning
20Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
21Two or more coats on new work.
22Credit value for dismantled unserviceable/ serviceable departmental materials:
23Iron/Steel materials (Flat, Angle, Tee, Channel, Joist, Plate, Sheet, Reinforcement etc.)
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