Tender For Provision Of Additional Gto Ground With Screen Wall And Allied Services For Infrastructure Of Naval Selection Centre At Krishnarayapuram, Visakhapatnam
Tender Value
4.52 Crore
Estimated cost
Bid Submission
01 Oct 2026
29 days left
EMD
5.27 Lakhs
Bank guarantee accepted
Document Fee
2000
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 Additional Gto Ground With Screen Wall And Allied Services For Infrastructure Of Naval Selection Centre At Krishnarayapuram, Visakhapatnam
BOQ
| Sl. No. | Item Description |
| 1 | GTO Ground |
| 2 | Surface dressing n exc 15 cm deep getting out in 'Soft/loose soil complete all as specified and as directed. |
| 3 | Earth work in all kind of soils excavation by mechanical 'means (Hydraulic excavator) means over areas (exceeding '30 cm in depth, n exc. 1.5 m in width as well as 10 sqm on 'plan) including getting out and disposal of excavated 'earth lead upto 50 m and lift upto 1.5m, complete all as 'specified and as directed. |
| 4 | Earth work in all kind of soils excavation by mechanical 'means (Hydraulic excavator) means over areas (exceeding '30 cm in depth, n exc. 3.0 m in width as well as 10 sqm on 'plan) including getting out and disposal of excavated 'earth lead upto 50 m and lift upto 1.5m,to 3.0m complete all as 'specified and as directed. |
| 5 | Material and labour for moorum/red bajri filling in floors or pavings, laid in layers n.exc 15cm thick, spread, levelled and blended with earth and rammed including watering complete all as specified and as directed. |
| 6 | Material an Labour for PCC 1:4:8 type D-2 using (40mm graded aggregate) as in foundation filling and mass concrete compete all as specified and as directed |
| 7 | M&L for Reinforced Cement Concrete design mix of grade M-30 (Using 20mm graded granite stone aggregate) for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and as directed. |
| 8 | M&L for Reinforced Cement Concrete design mix of grade M-30 (Using 20mm graded granite stone aggregate) for walls, Retaining walls, above top of footing etc., all as specified and as directed |
| 9 | Use and waste of form work to sides of concrete foundation including rafts, footings, foundation beams, bases of columns etc for rough finished surface complete all as specified. |
| 10 | Use and waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter for rough finished surfaces of concrete all as specified and as directed |
| 11 | M&L for Hand packing of Dry aggregates of Broken stone or Boulders of 40mm to 80mm thickness at back of wall to required level all as specified and as directed. |
| 12 | M & L for PVC (SWR) pipes 110mm dia , in any length with rubber ring joints laid in trenches or in floors as in wall weep holes all as specified and as directed. |
| 13 | M&L for High strength corrosion resistant TMT bars, grade Fe–500D, 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire [annealed] not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 14 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils. |
| 15 | Removing Excavated soils not exceeding 1.5km but not exc 5km and depositing where directed. |
| 16 | Screen Wall |
| 17 | M&L for Reinforced cement concrete (Design mix) of grade M-30 (20 mm graded granite stone aggregate) as in columns, pillars, piers etc completed all as specified. |
| 18 | M&L for RCC M30 design mix concrete for beams, lintels band over 1.5 m span etc using 20mm graded stone agg all as specified & directed. |
| 19 | Use and waste of form work to sides of columns, pillars, posts and struts etc for fair finished surface complete all as specified. |
| 20 | Use and waste of from work to sides and soffits of RCC floor or roof beams, beam hunchings, girders and lintel with fair finished surfaces of concrete all as specified. |
| 21 | M&L for High strength corrosion resistant TMT bars, grade Fe–500D, 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire [annealed] not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 22 | M&L for High strength corrosion resistant 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. |
| 23 | M&L for PCC block masonry with solid blocks type C1 1:3:6 (20mm graded aggregate) in CM (1:4), exc. 10 cm in width and setting in mortar, complete |
| 24 | M&L for Rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:4) and finished even and smooth without using extra cement. |
| 25 | M &L for preparation of new plastered surfaces of walls and applying two coats of cement based paint over a coat of primer complete all as specified. |
| 26 | M & L for Providing precast cement concrete louvers and jallies, 50mm thick (measured solid), including all mouldings but excluding frame type B0 1:2:4 (12.5 mm graded aggregate) complete all as specified, Set in CM (1:4) |
| 27 | M&L for MS Pre-fabricated 5.5m wide, 2M high MS gate (with wicket gate) made out of MS angle iron MS sheet and MS square bars including pintle hinges, RCC columns ,Necessary earthwork etc., complete all as shown on drawing and all as specified and as directed. |
| 28 | Drainage |
| 29 | Excavating in trenches, n. exc. 1.5m wide and n. exc. 1.5m 'in depth of soft/loose soil, for foundation etc. or for wells, manholes etc. and n. exc. 1.5m in depth and getting out 'complete all as specified and as directed. |
| 30 | Excavating in trenches, n. exc. 1.5m wide and exc 1.50m and n. exc. 3.0m 'in depth of soft/loose soil, for foundation etc. or for wells, manholes etc. and n. exc. 3.0 m in depth and getting out 'complete all as specified and as directed. |
| 31 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. |
| 32 | Removing excavated soil to a distance n. exc. 50m and 'depositing where directed at a level n. exc. 1.5m above 'the starting point complete all as specified and as 'directed. |
| 33 | Material an Labour for PCC grade M-7.5, type D-2 using (40mm graded aggregate) as in foundation filling and mass concrete compete all as specified and as directed |
| 34 | M&L for PCC block masonry with solid blocks type C1 1:3:6 (20 mm graded aggregate) in CM (1:4), exc. 10 cm in width and setting in mortar, complete |
| 35 | M&L for Rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:4) and finished even and smooth without using extra cement. |
| 36 | Material & Labour for precast RCC M-30 (Factory made SFRC) (20mm graded aggregate) as in cover slabs (for man holes etc.) set in cement mortar (1:4) complete all as specified and directed |
| 37 | 'Material an Labour for PCC type C1 1:3:6 type C1 (using 20mm graded granite stone aggregate) as in coping including necessary form work and all as directed |
| 38 | M&L for PCC type B1 1:2:4 using (20mm graded aggregate) as in surface channels and drains |
| 39 | Extra forming fair finished drain or channels of 60 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc. |
| 40 | Extra forming fair finished drain or channels of 50 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 29 daysOct 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 36 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender