Tender For Provision Of Retaining Wall Near Adr Hangar At installation Karna, Visakhapatnam
Tender Value
43.50 Lakhs
Estimated cost
Bid Submission
13 Oct 2026
10 days left
EMD
87000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Visakhapatanam → Andhra Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Retaining Wall Near Adr Hangar At installation Karna, Visakhapatnam
BOQ
| Sl. No. | Item Description |
| 1 | Rough excavation not exceeding 1.5m deep and getting out in Soft / Loose soil complete all as specified and as directed. |
| 2 | Excavation over areas not exceeding 1.50 m in depth and getting out in Soft / Loose soil complete all as specified and as directed. |
| 3 | Excavation over areas exceeding 1.50 m and not exceeding 3.00 m in depth and getting out in Soft / Loose soil complete all as specified and as directed. |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming. |
| 5 | Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. |
| 6 | M & L for PCC 1:4:8, Type D–2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed. |
| 7 | M & L for Providing Precast Cement Concrete Solid Block Masonry with Solid Blocks exceeding 100mm width of PCC 1:3:6, Type – C1 using 20mm graded stone aggregate set in Cement Mortar 1:6 complete all as specified and as directed. |
| 8 | M & L for rendering to brick / concrete surfaces, 15 mm thick in Cement Mortar 1:4, surfaces finished even and smooth without using extra cement complete all as specified and as directed. |
| 9 | M & L for PCC 1:3:6, Type C-2 [using 40 mm graded granite stone aggregate] in surface channels and drains including forming fair finished drain or channel of any inner girth using extra cement including forms, moulds, mitred / stooped ends complete all as specified and as directed. |
| 10 | S & F Reinforcement using High Strength Deformed TMT Bars of Grade Fe–500D of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed. |
| 11 | S & F Reinforcement using High Strength Deformed TMT Bars of Grade Fe–500D of 5mm to 10mm dia bars as in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed. |
| 12 | M & L for RCC M–30 Design Mix, using 20mm graded stone aggregate as in Foundations including Pile Caps, Rafts, Footings, Foundation Beams, Plinth Beams, Bases for Columns, Fillings, Mass Concrete, Basement Slabs etc. etc. complete all as specified and as directed. |
| 13 | M & L for RCC M-30 Grade, Design Mix, using 20mm graded stone aggregate as in Walls, Retaining Walls, Abutments, Basement Walls, Ballast Walls and the like, any thickness above top of footings including attached pilasters and buttresses etc complete all as specified. |
| 14 | Use and removal of Steel Formwork to Sides of concrete Foundations, Pile Caps, 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 for Rough Finished surfaces complete all as specified and as directed. |
| 15 | M & L for Use and Removal of Steel Formwork [Plain / Curved] to Faces of Walls, Retaining Walls, Abutments, Parapets and Staircase Railings and similar work including attached Pilasters, Buttresses, etc. Vertical or to Batter for Fair Finished surfaces of concrete complete all as specified. |
| 16 | M & L for Broken Stone or Boulders including hand packing [any thickness] at back side of Weep Holes or at back of Walls over Arches etc. and raising or lowering to the required level complete all as specified and directed. |
| 17 | S & F 110mm bore PVC [SWR] pipes single socketed, in any length, Cut to Size as in Weep Holes complete all as specified and as directed. |
| 18 | M & L for Boulder Pitching, hand packed tightly, grouted with Cement Mortar 1:6 complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysOct 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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