Defence Statutory Bodies & Commissions/Committees Closing in 20 days TDR #58148725

Tender For Provn Of Construction Of Conference Hall Cum Motivation Hall ) With 02 Bathrooms For Ladies And Gents And One Operator Room At P-4 Bldg Complex Of Uk Dte Hq

Issued by Statutory Bodies & Commissions/Committees · Dehradun, Uttarakhand
Tender Value
48.54 Lakhs
Estimated cost
Bid Submission
12 Nov 2026
20 days left
EMD
97080
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Provn Of Construction Of Conference Hall Cum Motivation Hall ) With 02 Bathrooms For Ladies And Gents And One Operator Room At P-4 Bldg Complex Of Uk Dte Hq

BOQ

Name of Work:- Provn of construction of conference Hall cum Motivation Hall ) with 02 Bathrooms for Ladies and Gents and one Operator Room at P-4 Bldg complex of UK Dte HQ
Sl. No. Item Description
1DESCRIPTION OF ITEMS
2Excavating in trenches in any type of soil , n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out complete all as specified
3M&L for Cement concrete in 1;4:8 type D-2 (40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified
4M & L for RCC M-25 Design mix { using 20 mm graded stone aggregate) in Foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc and mass concrete complete all as specified and directed by Engineer-in-Charge
5M&L for RCC M-25 Design mix { using 20 mm graded stone aggregate) in columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge
6M&L for RCC M-25 Design mix { using 20 mm graded stone aggregate) in beams,cantilevers,wall bends, bressummers, lintels over 1.5m span complete all as specified.
7M&L for RCC M-25 Design mix { using 20 mm graded stone aggregate) in Chajja complete all as specified.
8M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for footings,plinth/lintel beam, 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
9Ditto as per item No 7 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders
10Use and waste 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
11Use & waste of formwork to sides of pillers, posts, struts, piers, columns and stanchions etc for fair finished surfaces of concrete complete all as specified and directed.
12Use and waste for Formwork to sides and soffits of floor or roof beams, wall bend beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified
13Use & waste of formwork to slab, chajjas, etc for fair finished surfaces of concrete complete all as specified and directed.
14M&L Formwork flat rough finished to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and openingcomplete all as specified.
15M&L for Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified
16M&L for Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the substructure in contact with backfill to be measured) complete all as specified
17M&L for Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified
18M&L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified
19M&L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified
20M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in 1:6 complete all as specified
21M&L for Brickwork with sub-class `B’ bricks, straight or curved on plan to any radius in half brick thick walls built in1:4 complete all as specified
22Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified
23Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified
24S&F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats, staging for water tanks, gusset plates etc. conforming Fe-290 (Gde E-165) complete all as specified and as directed.
25S & F mild steel work as in main and cross beam, hip and jack rafters, purlins etc. fixed with angle cleat or other connecting plate complete confirming to Fe – 410-O or Fe – 310-O long complete all as specified and as directed.
26S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to walls/chajja covering etc fixed with self tapping screws as specified
27S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof ridge /covering/ cladding to wall, fixed with self tapping screws as specified.
28S&F for false ceiling with Everest Fibre Cement Designer tile Ivory painted (High pressure steam cured) of 6mm thickness (as per IS: 14862) of size 595 x 595 mm and any one of the design (Ocean, lake & hill, cascade or electra ) in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 gms, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and 15 x 32 mm made from 0.30 mm thick sheet, spaced at 1200 mm c/c and cross \\"T\\" of size 15 x 32 mm made of 0.30 mm sheet, 1200 mm long spaced between main \\"T\\" at 600 mm c/c to form a grid of 1200 x 600 mm and secondary cross \\"T\\" of length 600 mm and size 15 x 32 mm made of 0.30 mm thick sheet to be interlocked at middle of the 1200 x 600 mm panel to form grids of 600 x 600 mm and wall angle of size 15 x 20mm made of 0.30 mm thick sheet and laying false ceiling tiles in the grid including, required cutting/making , opening for services like diffusers, grills, light fittings, fixture, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI soffit cleats fixed to existing RCC lintel with dash fasteners, GI adjustable rods of 3 mm dia with galvanised butterfly level clips, spaced at 1200 mm c/c along centra black pre-painted with polyester paint, and having a load bearing capacity of 12 kg/Sqm, complete all as specified and as directed by Engr-in-Charge.
29M&L for 15 mm thick rendering in cement mortar 1:4 on on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specifeid
30M &L 15 mm thick rendering in cement mortar (1:6) on fair faces of brick work finished even and smooth without using extra cement complete all as specified and directed.
31M&L for preparation of wall and applying interior grade wall care putty 1 mm thick to make the surface smooth as specified and directed by Engr-in-Charge.
32M&L for preparation of wall and applying exterior grade wall care putty 1 mm thick to make the surface smooth as specified and directed by Engr-in-Charge
33M&L for Preparation of already prepared surface of wall and applying two coat of oil bound distemper complete all as specified and directed.
34M&L preparation of new plastered surfaces of external wall and application two coats of 1st quality exterior emulsion weather coat paints over a coat of alkali resistant priming paint complete all as specified and directed. Please Enable Macros to View BoQ information
35M&L preparation of new plastered surfaces of external wall and application two coats of 1st quality exterior emulsion weather coat paints over a coat of alkali resistant priming paint complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58148725
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 48.54 Lakhs
LAST DATE 12-11-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn Of Construction Of Conference Hall Cum Motivation Hall ) With 02 Bathrooms For Ladies And Gents And One Operator Room At P-4 Bldg Complex Of Uk Dte Hq
Basic Detail
Tender No 8338/A/E8
Bidding Type Tender
Location
City Dehradun
State Uttarakhand
Key Dates
Publish Date 21 Oct 2026
Submission Date 12 Nov 2026
Open Date 14 Nov 2026
Finance
Tender Value 48.54 Lakhs
Tender Fee 500
EMD 97080
Exemption Available
Document List
8338Tenderdocuments.pdf
b5928f42-2fc2-4aad-b2d5-9ae5139c7bed.html
BOQ_891595.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 12, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 20 days
Nov 14, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 22 days

Tender Documents

Download All (ZIP) ↓
pdf

8338Tenderdocuments.pdf

html

b5928f42-2fc2-4aad-b2d5-9ae5139c7bed.html

xls

BOQ_891595.xls

pdf

Tendernotice_1.pdf

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