Bharat Sanchar Nigam Limited Tender
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Bharat Sanchar Nigam Limited - BSNL Tender
Civil And Construction
Eprocure
Opening Date3 Mar 2025
Closing Soon10 Mar 2025
Tender Amount₹ 9,68,809
Costs
EMD
₹ 19,376Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_BSNL_228587_1Tender No
45/EE/BSNL/CLT/24-25Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://https://www.bsnl.co.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Columns, Pillars, Piers, Abutments, Posts and Struts
15
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
40
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Suspended floors, roofs, landings, balconies and access platform
15
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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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Thermo-Mechanically Treated bars of grade Fe-500D or more.
1600
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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 M sand)
100
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
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Two or more coats on new work
50
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Providing and fixing pre-coated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm ( + 0.05 %), total coated thickness with zinc coating 120 gm per sqm as per IS:277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
30
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Providing and fixing pre-coated galvanized steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 gm per sqm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
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Ridges plain (500 - 600mm).
6
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
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Hot finished welded type tubes
190
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Fixing Foundation bolts / anchor bolts to templates etc. for tower, in systems of tower foundation including accurate alignment, leveling etc. complete as per the direction of Engineer-in-charge (Anchor bolts along with templates will be supplied free of cost and the rate in this item is only for fixing up to 12 No.s of bolts in one stem/column) in position in the columns before putting concrete as per the requirement.
3
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Supplying new Galvanized iron bolts, nuts and washers for fastening the 40 M narrow based tower (for missing bolts, nuts etc.)
100
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Erection of four legged 24 m high RTT communication tower after segregation/sorting of the tower materials as per erection drawings Tower materials will be supplied free of cost at specified place and transportation will be paid as per item No.22.
4000
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Re-Painting the 24 metre RTT, including ladder, cable tray, working platforms, etc. ,after scrapping the old paint surface by sand papering, with Luxol or equivalent high gloss synthetic enamel paint in two or more coats of required colour of deep orange and white in alternate bands to give an even shade over One coat of Etch primer and Zinc chromate yellow primer as per aviation standards for tower as directed by Engineer-in-charge.
4000
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Providing and fixing in position structural steel work with galvanized steel sections - tees, angles, flats, channels including bolts, nuts of specified grade etc. welded in built up sections/frames etc. including cutting, making holes, hoisting, fixing in position etc. all complete.
225
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Providing G I strips of size 50x3 mm one end connected to the tower leg with G I bolts and nuts [with lead sheath in between] including providing and connecting the legs at the bottom of tower and the other end shall be connected to the G I plate earth/ring earth with G I bolts and nuts [with lead sheath in between] including clamping the down lead flat to walls/stems without any sharp bends using necessary clamps and screws as directed by the Engineer-in-Charge. (All joints should be covered by Shalimar or equivalent water proof tape and made air tight)
30
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Providing GI plate earth including excavation of pit of size 1500x1500x 3000mm depth in all kinds of soil and placing four numbers of GI plates of size 600x600x6 mm thick vertically at diagonally opposite ends in the excavated pit and inter connect the plates with 50x3 mm GI strips with 2 No.s of GI bolts and nuts of 10mm dia at each connection and placing galvanized iron pipe of 50mm dia and 3000mm length at the centre of the GI plate grid and interconnect the pipe at minimum two sides with connecting flat of the GI plates with GI flat of size 50x3mm with GI bolts and nuts and fill the pit up to a depth of 650mm with charcoal of 20mm nominal size and the remaining portion of pit shall be filled with loose soil free from stones and wet the entire soil with water and providing precast RCC rings 300mm dia 450mm height and 50mm thick with reinforcements and cover slab of 300mm dia 50mm thick for earth chamber etc. and leveling the surplus excavated earth as directed by the Engineer in Charge.
2
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Providing and fixing copper lightning conductor of 1500mm length, 25mm dia hollow tube of wall thickness not less than 1.6mm including tinning the bottom portion of the spike for a length not less than 150mm (lightning conductor to be fixed at the top of the tower) and connecting the copper bus bar to the lightening arrester using 2 Nos.10mm dia brass bolts and nuts all complete as directed by the Engineer-in-charge.
1
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Providing GI bus bar of 50 x 3 mm connected to the tinned bottom portion of lightning conductor and to the ring earth/plate earth with 2 No.s of 10 mm dia GI nuts & bolts [with lead sheath in between] at each connection. The bus bar shall be drawn through heat shrink sleeve and shall be shrunk properly. The bus bar shall be clamped to the tower/ building walls at uniform interval of 1.5 Mt.. using proper GI clamps and ceramic insulators such that the bus bar shall be well insulated from the tower building walls all complete as directed by the Engineer-in-charge. (All joints should be covered by Shalimar or equivalent water proof tape and made air tight)
50
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Supplying Mild Steel Anchor Bolts of Required Diameter and Length ( Diameter Varying from 16mm to 32mm ) for Tower Foundation including Making Steel Templates with Necessary Holes to suit the Diameter of the Anchor Bolts including Mechanical threading to the top 15 centimeter length of Bolts , welding with necessary MS Plates at the bottom of independent anchor bolts ,etc. complete .The Anchor Bolts and Template shall be fixed to line and Level keeping the Centre to Centre Distance in tact ,inside the Centering and shuttering of the Tower Beams Before doing concreting of Tower Foundation .( The Rate includes the cost of all Labour involved in the above process of operation inclusive Materials ,Transportation and Fixing Charges and Nothing Extra shall be Paid )
120
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Steel work for making template of tower base for future installation with MS plate and angle sections including making necessary holes providing with nuts and bolts etc. complete as per the direction of Engineer in charge.
35
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Dismantling and de-hoisting of 24 m height Roof Top Tower (RTT), having approximate weight of 4.00 MT, including cable runways, gantry, ladders and platforms etc. carefully without any damage to the sections with necessary precautions to prevent the materials from falling on the ground and sorting, stacking and grouping, bundling with rope or binding wire for easy handling and unloading from 5th floor level to Ground by providing rope an pulley arrangement etc. complete.as directed by the Engineer in charge..
4000
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Shifting of Tower Materials weighing approx. 4.00 MT from Anakkayam of Manjeri area to Nilambur road railway station site with mechanical Transport upto 40 km lead including loading and unloading and stacking at stores etc. complete as directed by the Engineer In charge.
4000
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Demolishing R.C.C. stem, Tie beam and Engine alternator bed etc. by mechanical means such as power driller/Jack hammer /manually including gas cutting the Foundation bolts and steel reinforcement stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer - in- charge.
5
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Disposal of dismantled concrete debris etc. from 5 th floor level to Ground and then disposing through mechanical Transport to the corporation dumping yard including leveling and cleaning the site etc. complete.
5
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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 within 50 metres lead :
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With cement mortar 1:4 (1 cement : 4 fine sand).
10
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Credit for taking possession and disposal of unserviceable scrap steel reinforcement, angles, M.S. pipes etc. (Credit item)
800
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