Defence Statutory Bodies & Commissions/Committees Closing in 20 days TDR #57429022

Tender For Repair/Replacement Of Fencing, Jally Walls, Security Walls And Misc Works Etc At Area E & Das At Naval Dockyard Visakhapatnam Under Ge(I) Dm Visakhapatnam

Issued by Statutory Bodies & Commissions/Committees · Visakhapatanam, Andhra Pradesh
Tender Value
49 Lakhs
Estimated cost
Bid Submission
30 Sep 2026
20 days left
EMD
98000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Visakhapatanam → Andhra Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Repair/Replacement Of Fencing, Jally Walls, Security Walls And Misc Works Etc At Area E & Das At Naval Dockyard Visakhapatnam Under Ge(I) Dm Visakhapatnam

BOQ

Name of Work:- REPAIR/REPLACEMENT OF FENCING, JALLY WALLS, SECURITY WALLS AND MISC WORKS ETC AT AREA E & DAS AT NAVAL DOCKYARD VISAKHAPATNAM UNDER GE(I) DM VISAKHAPATNAM
Sl. No. Item Description
1Demolition of reinforced cement concrete Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
2Supply and fixing for providing precast cement concrete louvres and jallies, 50 mm thick (measured solid) type B0 (1:2:4 using 12.5mm stone aggregate) set in cement mortar 1:4, including all mould- ings but excluding frame (Pre cast frame shall be measured separately) complete all as specified and directed.
3M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 20mm sotne aggregates as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.
4M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 20mm sotne aggregates as columns, pillars, piers, posts and struts complete all as specified and directed.
5M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 20mm sotne aggregates 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.
6Form work for flat rough finish surface of concrete(square or rectangular or polygonal) for sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed.
7Formwork to rough finished surfaces of concrete (flat) sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc., all as specified and directed.
8Form work for flat rough finish surface of concrete(square or rectangular or polygonal) forFormwork 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 and directed.
9M&L for Mild Steel TMT bars 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 directed.
10All as per item No. 9.00 above, but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders
11Excavation in trenches not exceeding 1.5 M deep for foundation etc and getting out in soft / loose soil all as specified and directed.
12M&L for cement concrete type D2, 1:4:8 (40 mm graded aggregate) as in foundation, filling and mass concrete all as specified and directed.
13Demolition of brick work or stone / boulder masonry built in cement mortar including removal of debries outside of Dockyard premises complete all as specified and directed.
14M&L for Pre cast cement concrete type 1:3:6 type C-2 (20mm graded stone aggregate) block masonry with solid blocks exc 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed.
15M&L for rendering 15 mm thick in CM 1:4 on fair faces of brick work or concete surfaces finished even and smooth without using extra cement complete all as specified and directed.
16Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.
17M&L for Chequered cement concrete tiles 30cm x 30cm x 25mm thick,set, jointed and pointed in neat cement slurry in floors with gray cement and pigments and incl cement screed bed15mm thick in 1:4 all as specified and directed.
18M&L for 25 mm thick PCC (1:2:4) type B0 (using 12.5 mm graded crushed stone aggregate) as in floor and finishing the surfaces fair and even without using extra cement all as specified and directed
19Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.
20M&L for 75 mm thick cement concrete 1:3:6 Type C2 (using 40 mm graded crushed stone aggregate) in floors (plinth protection) finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed.
21S&F in repair precast cement concrete louvres and jallies, 50mm thick (measured solid) type B0 (1:2:4 using 12.5mm stone aggregate) set in cement mortar 1:4 , including all mould- ings but excluding frame complete all as specified an directed.
22Material & labour for applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed.
23Returning,filling in, including spreading, levelling, waering and well ramming in layers not exc 25cm in hard/dense soil complete all as specified and directed.
24Removing excavated material outside of Naval dockyard premises complete all as specified and directed.
25Dismantling posts or struts (wood, steel or R.C.C.) any section embeded cement concrete, brick work masnory, ect, including taking out embedded portion and making good disturbed ground complete all as specified and directed.
26Excavating in post holes (or similar holes) each n exc 0.5cu. m, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in hard dense soil all as specified and directed.
27M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate as in foundation and mass concrete all as specified and directed.
28Supply and fix rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 all as specified and directed.
29M&L for preparation of new steel surfaces of any descriptions over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide/ zinc chrome complete all as specified and directed.
30Dismantling fencing wire mesh, any type all as specified and directed.
31S&F 4mm dia galvanised steel wire, 150x100mm mesh, made up into mattresses or cages, lapped,wired and laid in position,including closing after filling or cages straining and fixing to RCC/MS fencing post complete all as specified and directed.
32Supply and fix mild steel screw bolts of 5 to 10mm dia of shank (machine made ) with hexagonal or square heads at one end and scewed the other each screwed end to be fitted with washers and one hexagoal or square nut, eceedinng 10cm ad not exceeding 15cm long all as specified and directed.
33Supply only Mild steel round bars 10mm dia and over for Fe-410-W, (Gde.E-250) quality-A or Fe 290 (Gde -E-165) 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 all as specified and directed.
34S&F for chain link PVC coated MS galvanished iron fencingof made out of 4.0mm dia, wire mesh size 100mm x 100mm,made into mattress or cages straining and fixing to RCC/MS fencing post complete all as specified and directed.
35M&L for providig Providing precast cement concrete solid building blocks (type C1 1:3:6, using 20mm stone aggregate) set in cement mortar 1:4 or slabs 10cm thick (with plain or interlocking joints as directed) setting in mortar, complete, in walls complete all as specified and directed.
36M&L for rendering 15mm thick on fair caces of brick work or concrete surfaces in cement mortar 1:6 and finished even and smooth without using extra cement complete all as specified and as directed.
37M&L for preparation of new plastered surfaces of wall and applying two coats of white wash complete all as specified and directed.
38Material & labour for preparing old surface and applying two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm complete all as specified and directed.
39S&F framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 (Brackets over 10 kg each to be measured under 'Structural Steel') complete all as specified and directed.
40S&F in repair 610mm dia concerntina coil in fencing with all the required clips, pins etc as per manufacturer's specification fixed on the angle iron framed bracket/posts. Each concerntina coil shall be fixed to MS Angle with existing rows of barbed wire, on each of bracket , the coil shall be with HTGE speing core wire of diameter 2.59mm, pitch between the barb shall be 24.5mm, tape shall be hot dip galvanised upto 20 microns, weight of each coil shall be 7.5 to 8.00 kg, tape shall be 0.5mm thick, tensile strength shall be not less than 1600 n/mm2, minimum 50 short bladed profile of minimum blade length 11mm and width before crimping is 18mm minimum including dove all clips @ clips per 2 spirals turns approx 125 clips per coil complete all as specified and as per manufacturer's instructions.
41Restraining resecuring including making good staples etc. for existing barbed wire/ concertina coil complete as directed
42M&L for walling of polygonal rubble, brought up to course well bonded, bedded solidly hearted, built in cement mortar (1:4) complete all as specified and directed.
43Demolition of cement concrete ( un reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed.
44M&L for providing cement concrete (type B0 1:2:4, using 12.5 stone aggregate) as in coping complete all as specified and directed.
45Taking out deteriorated / leaking valley gutters of any shape, size and material from the work shop buildings at height of 6 m to 20 m including disconnecting the funnels from gutters & rain water pipe, in position and S&F new valley gutters with new Pre- painted galvalume aluminum zinc coating GI based plain sheet of 0.6 mm thick made to shape and size ( width of sheet required is 800 mmtto1200 mm) with 200 mm over laps with double washer self driving screws at joint using leak proof jointing material (Tar roof compound or similar material) and fixed in position complete all as specified and directed.
46Taking out deteriorated / unserviceable funnels of valley gutters of any shape, size and material from the work shop buildings at height of 6 m to 20 m including disconnecting the funnels from gutters & rain water pipe, in position and Supply & fixing with new funnel made out of Galvalume plain sheet of 0.60 mm thick to required shape and size to match with the existing funnels with extra collar of 50 mm over the actual outer diameter of rain water pipe and inserting into the rain water pipe with 150mm length in to the rain water pipe with double washer self driving screws using leak proof jointing material (Tar roof compound) or similar material and fixed in position complete all as specified and directed.Note:- MS flat iron clamps shall be measured and paid separately under respective iten in this schedule as 'supply only' .
47Supply only MS flat iron clamps made to any shape with flat iron of 40mm wide and 6m thick (Length of FI required for each clampis 1.00m to 1.50 m ) to support the valley gutter, rain water pipes etc, complete all as specified and directed.
48S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified including dismantling existing one complete all as specified and directed.
49S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified including dismantling existing one complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57429022
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 49 Lakhs
LAST DATE 30-09-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Repair/Replacement Of Fencing, Jally Walls, Security Walls And Misc Works Etc At Area E & Das At Naval Dockyard Visakhapatnam Under Ge(I) Dm Visakhapatnam
Basic Detail
Tender No 8647/C/E8
Bidding Type Tender
Location
City Visakhapatanam
State Andhra Pradesh
Key Dates
Publish Date 28 Sep 2026
Submission Date 30 Sep 2026
Open Date 02 Oct 2026
Finance
Tender Value 49 Lakhs
Tender Fee 500
EMD 98000
Exemption Available
Document List
0a5eea49-2624-4515-afbd-55e5e09ef001.html
8647Tender.pdf
BOQ_883904.xls
Tendernotice_1 (10).pdf

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Tender Timeline

Sep 28, 2026
11:30 IST

Tender Published

Tender notice published.

Upcoming · 18 days
Sep 30, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 20 days
Oct 02, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 22 days

Tender Documents

Download All (ZIP) ↓
html

0a5eea49-2624-4515-afbd-55e5e09ef001.html

pdf

8647Tender.pdf

xls

BOQ_883904.xls

pdf

Tendernotice_1 (10).pdf

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