Tender For Construction Of 40 Meter Gbt Foundation Including Erection And Dismantling Of Existing Tower And Shifting At Newly Rented Bsnl Site Nausar, Distt- Gorakhpur
Tender Value
13.71 Lakhs
Estimated cost
Bid Submission
10 Nov 2026
3 days left
EMD
27425
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gorakhpur → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 40 Meter Gbt Foundation Including Erection And Dismantling Of Existing Tower And Shifting At Newly Rented Bsnl Site Nausar, Distt- Gorakhpur
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. |
| 2 | All kinds of soil |
| 3 | 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. |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 5 | All kinds of soil. |
| 6 | Clearing Jungle incluidng uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outisde the periphery of area cleared. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 8 | 1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size ). |
| 9 | 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 : |
| 10 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 17 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 18 | 6 mm cement plaster of mix : |
| 19 | 1:3 (1 cement: 3 fine sand) |
| 20 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 21 | 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). |
| 22 | Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 23 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge. |
| 24 | 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. |
| 25 | Placing and fixing in position with necessary templates, frames etc. holding down anchor bolt, nuts, M.S. plate of all sizes in R.C.C. foundations including tying and maintaining the exact spacing and alignment of bolts during and after concreting as per drawing and specification strictly within acceptable tolerance limit, cleaning, oiling etc. as per the direction of Engineer-in-Charge etc. all complete (Number of bolts shall be measured for payment). |
| 26 | Erection of 40M (4 legged) light weight tower including assembling, sorting, lifting, fitting and fixing of all tower materials as per the drawing upto an approximate weight of 10000 kg including taking all necessary precaution against damages to the existing and nearby structures, to protect human lives, insurance coverage of labour etc. complete in all respect as per direction of Engineer-in-Charge. |
| 27 | Painting two or more coats with high gloss synthetic enamel paints of approved brand and manufacture to members of 40M (4 legged) light weight tower, every alternate leg with international orange and white shade respectively as per norms of Civil Aviation signal including applying one or more coats of zinc chromate yellow primer over one coat of ordinary primer including necessary scaffolding etc., taking all precautions to protect human lives, insurance coverage to labour etc. complete as directed by the Engineer-in-Charge. |
| 28 | Fabricating, galvanising and supplying MS high density tower members, nuts and bolts of approved quality, dimensions and shape with base plate, washer, check nuts and any other required items (if missing) all complete. |
| 29 | Providing and fixing Antenna Mount for GSM service with tower bracket ISMC-200, clamp to tower vertical leg with U, V clamp and channel arm ISMC-100X50, bolted to tower bracket using 16mm dia U clamp etc all complete as per drawing including all materials, taking all precautions against damage whenever necessary and as per the instruction of the Engineer-in-Charge. Necessary safety precaution to protect human lives and insurance coverage of labourers. |
| 30 | Providing and fixing 65mm dia GI pipe 3 to 4 metre long to be clamped on channel arm MC-100X50 with 16mm dia U clamp for fixing GSM antenna as per the direction of the Engineer-in-Charge. |
| 31 | Providing and fixing unplasticied PVC top cover (Heavy duty) for 65mm dia antenna mount pipe as per the direction of Engineer-in-Charge. |
| 32 | Carriage of 40M (4 legged) N.B. tower materials by mechanical transport including sorting of the materials as per the list shifting from old site to new located site 9 Nausar) (Approximate lead 2 Km) including loading and unloading as per the direction of Engineer-in-Charge. |
| 33 | Making pit earthing with copper plate 600mmx600mmx3mm thick including accessories & providing masonary enclosure with copper plate having locking arrangement and watering GI pipe of 40mm dia etc including filling charcoal or coke and salt complete as required and directed by Engineer in charge |
| 34 | Providing Ring earthing by running GI flat of size 50x6mm alround at 1m away from tower base in ground at a depth of one meter from ground level.All tower legs shall be connected to ring earth by 50x6mm GI flat with necessaries ,etc.Both ends of the GI shall be brought to ground level and terminated in an enclosed brick masonary chamber of in side size 300x300x300mm with 75 class designation bricks in cement mortar 1:6 (1cement:6coarse sand) including necessary excavation .Foundation concrete 1:5:10 (1cement:5 coarse sand:10graded stone aggregate 40mm nominal size). Plastering 12mm thick in cement mortar 1:4 (1cement:4coarse sand) with hinged CI cover and frame of size 300x300mm (weight of cover not less than 4.5Kg) with proper locking arrangement complete all as per directed by the Engineer in charge.) |
| 35 | Providing & fixing 230V LED aviation lamp at the top of tower with day and night autometic timer switch of Binoy(model A/L1-300) or Avaids or Litten or equivalent with necessary clamps MCB switches and armoured insulated copper cable of 1.5Sqmm three core havells make or equivalent with necessary clamps ,fixture as required from the aviation lamp to MCB switches including scafolding charges etc.complete as per the direction of the direction of Engineer in charge . |
| 36 | Providing and fixing spike type copper lightening arrester of 1500mm long 25mm outer dia copper pipe(minimum wall thickness 1.6mm) with 10mm ISRO copper bar fitted to a 20degree rod of size 5mm with necessary fixtures at top of the tower The spike shall be insulated from Tower by Teflon material.The spike shall be connected to copper earthing by 50x3mm GI Strips (which will be paid seperately.All complete as per the direction of the direction of Engineer in charge . |
| 37 | Providing and fixing 25x6mm GI strip of approved quality from the tower top to earth pit with necessary clamps,fixture etc.as required complete as per the direction of the direction of Engineer in charge . |
| 38 | Dismantling of tower consisting of structural steel work bolted in built up sectons (of 40 M height,ground based) including numbering and dehoisting of the members as well as stacking of members/nuts and bolts etc. properly all complete as per the direction of Enginerr-in-charge.The item includes for the following and nothing extra shall be paid on this account.. Notes: (a) The agency shall take every precaution to protect the human lives, insurance coverage to the labours etc. shall be the sole responsibility of the agency. (b) Numbering to each member shall be done with permanent paint/ink and should be quite neat and clean to read nuts,bolts and washers dismantled shall be collected panel wise and kept strictly in seperate gunny bags. Each such gunny bag of nuts bolts washers shall be marked with corresponding panel numbers of tower with permanent paint / ink & making list of tower material for handing over to store. (c) The item includes all operations, tools and plants, equipments, machinery etc. required for the work as well as safety measures as per the relevant IS codes. (d) The rate includes for all the mentioned above in detail and shall be paid for one job and nothing extra shall be paid. |
| 39 | Credit for the old recovered reinforcement bars.The recovered reinforcement bars shall be given to the agency on actual weight basis on as in where basis and amount shall be credited to this work. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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