Tender For Providing Of Drone Protetion Nets For Blast Pens At Af Stn Awantipur
Tender Value
72.85 Lakhs
Estimated cost
Bid Submission
18 Nov 2026
15 days left
EMD
1.34 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pulwama → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Of Drone Protetion Nets For Blast Pens At Af Stn Awantipur
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of Concrete/PCC floor of any description and in any position not otherwise specifically provided complete all as directed and specified. |
| 2 | M&L for 10 mm and over dia SWR galvanized steel wire rope 6*19 or 7*19 tensile strength 1770 N/MM2 connected to hook along boundary edges and support grids of drone net.etc, complete all as specified and directed |
| 3 | S&F of mild steel wire rope clamp 10 mm and over with two bolt size for looping of wire rope, complete all as specified and directed. |
| 4 | S&F galvanised iron turn buckel of M-16 eye to hook type , body length 170-180 mm complete all as specified and directed. |
| 5 | Supply and fixing of 60 GSM High-Density Polyethylene (HDPE) Drone Proofing Net having square mesh size 50 mm x 50 mm, having thickness 2.5 mm and over, UV stabilized, weather resistant, complete as specified and directed by Engr-in-chanrge |
| 6 | S&F drone net screen panels between the arch top of blast pen and top of traverse wall, including specialized structural wire rope mesh supports and edge binding complete all as specified and as directed. |
| 7 | MS Roller Assembly fix on top iron guard rail as per requirement at site complete all as specified and directed. |
| 8 | Supplying, fixing, testing, and commissioning in position heavy-duty Cast Steel / Heavy Cast Iron Sheave Pulley Assemblies installed at both ends (left and right columns/blast wall) for opening and closing mechanism of Anti-Drone Protective Netting across blast pen opening. Fixing brackets to concrete/masonry blast pen structures using heavy-duty M16/M20 chemical anchor bolts (minimum embedment depth 150 mm) or through-bolts with backing plates as approved by Engineer-in-Charge.Sheaves & Pulleys: Heavy-duty machined cast steel / CI sheaves (minimum diameter 150 mm to 200 mm) fitted with sealed dust-proof deep-grooved ball/roller bearings, high-tensile steel center pins/axles, grease nipples, and steel side cheek plates forming safety enclosures to prevent wire jump-off.Mounting Brackets & Structural Support: Fabricated Structural Mild Steel (Grade Fe 250 / IS 2062) mounting plates, clevis brackets, gusset plates, and extension arms painted with one coat of red oxide primer and two coats of synthetic enamel paint. |
| 9 | S&F straining bolts/eye bolt of 16 mm dia including moulding to the required shape and with nut & washers, minimum length 300 mm conforming to FE-290 Gde-E-195 etc, completed all as specified and directed. |
| 10 | M&L for rolled mild steel work in Plates (plain or chequerred ) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment conforming to Fe 410-W (gde-E-250) Quality B complete all as specified and as directed. |
| 11 | M&L for rolled sections Fe-410-W (Gde-E (Gde-E-250) qualty-B , as in framed work for connecting SWR Wires over blat pen main beams and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates, complete all as specified and directed. |
| 12 | Supply and Fixing of Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) all as specified and directed. |
| 13 | M & L Cement concrete Type D2 1:4:8 (40 mm graded stone aggregate) in foundations, filling and mass concrete all as specified and directed. |
| 14 | Preparation of new steel surface and iron surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over red oxide primer, complete all as specified and directed. |
| 15 | M & L in for MS works as in holdfast, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings and hanging holdfasts, Grills, cladding and similar small articles conforming to Fe 290 Gde E-165, complete all as specified and directed by Engineer-in-Charge |
| 16 | M&L for 15mm thick rendering on fair faces on brick or concrete surfaces in CM 1:4, fair finished the surfaces even and smooth without using extra cement including scaffolding upto 12m height, complete all as specified and directed. |
| 17 | Preparation of new surface of wall and applying two coats of cement based paint over one coat of primer including scaffolding up to 15m height, complete all as specified and directed. |
| 18 | Excavation in trenches in any type of soil exc.1.5 m wide and not exc.1.5 m deep and getting out complete all as specified. |
| 19 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified and directed. |
| 20 | Removing excavated material exc. 50 metre and depositing where directed at a level exc. 1.5 metre above the starting point, all as specified. |
| 21 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work; vertical or to batter, complete all as specified. |
| 22 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions, complete all as specified and directed . |
| 23 | M&L for Reinforced cement concrete M-30 (20mm graded agg) design mix as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed . |
| 24 | M&L reinforced cement concrete (design mix) M-30 using 20mm graded aggregate in,columns,pillars,piers,posts and struts etc.; basement slabs, under reamed piles and mass concrete complete all as specified and directed . |
| 25 | M&L TMT bar 10mm dia and over cut to length,bent to shape required incl cranking bending and binding with and including mild steel wire(annealed) not less then .9mm dia complete all as specified and directed . |
| 26 | All as per item above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed . Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysNov 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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