Defence Statutory Bodies & Commissions/Committees Closing in 10 days TDR #57415718

Tender For Provn Of Reinforced Cement Concrete Security Wall With Concertina Coils To Demarcate Technical And Domestic Area At Af Stn Narela & Provision Of Chequered Tiles Work At Open Gym Park At Af Stn Narela Under Ge (Af) Gurgaon

Issued by Statutory Bodies & Commissions/Committees · Gurgaon, Haryana
Tender Value
48.50 Lakhs
Estimated cost
Bid Submission
29 Sep 2026
10 days left
EMD
97000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Gurgaon → Haryana
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Provn Of Reinforced Cement Concrete Security Wall With Concertina Coils To Demarcate Technical And Domestic Area At Af Stn Narela & Provision Of Chequered Tiles Work At Open Gym Park At Af Stn Narela Under Ge (Af) Gurgaon

BOQ

Name of Work:- PROVN OF RCC SECURITY WALL WITH CONCERTINA COILS TO DEMARCATE TECHNICAL AND DOMESTIC AREA AT AF STN NARELA & PROVISION OF CHEQUERED TILES WORK AT OPEN GYM PARK AT AF STN NARELA UNDER GE (AF) GURGAON
Sl. No. Item Description
1Excavating in trenches, not exc 1.5 mtr wide and not exc 1.5 mtr in depth for foundation etc for for shafts, wells cesspits, manholes, piers holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in loose/soft soil etc complete all as specified.
2Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick with soil etc complete all as specified.
3Removing excavated soil to a distance exc 250 m but n.exc 500 m and depositing where directed complete all as specified.
4M&L for brick work with sub class 'B' old size brick, straight or curved on plan exc 6.0 mtr mean radius built in cement mortar 1:6 etc complete all as specified.
5M&L for brick work with fly ash bricks old size straight or curved on plan exc 6.0 m mean radius built in cement mortar (1:4) complete all as specified.
6M&L for plain cement concrete type D-2 1:4:8 (using 40mm graded stone aggregate) as in foundation, filling & mass concrete, sub base complete all as specified.
7M&L for providing reinforced cement concrete (design mix) M-25 (20 mm graded stone aggregates) as in foundations including rafts, column footings, plinth beams, etc complete all as specified and as directed
8M&L for providing reinforced cement concrete (design mix) M-25 (20 mm graded stone aggregates) as in columns, pillars, piers, posts and struts etc complete all as specified and as directed
9M&L for providing reinforced cement concrete (design mix) M-25 (20 mm graded stone aggregates) as in beams, cantilever, lintels over 1.5m span etc complete all as specified and directed.
10M&L for mild steel TMT bars 10mm dia and over. Cut to length, bent to shape required, including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips complete all as specified and directed.
11M&L for mild steel TMT bars 5 mm dia and over, upto and including 10 mm dia as in stirrups, cut to length, bent to shape required including cranking, bending for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips etc complete all as specified and as directed.
12M&L for Use and waste of form work to sides of concrete foundations, footing, bases of columns, raft beams, sides and soffits of plinth beams and similiar works etc complete all as specified and directed.
13M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions, for square, rectangular or polygonal, rough finished surfaces of concrete etc complete all as specified and as directed.
14M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and as directed.
15M&L for 15 mm thick plastering in two layers (10+5) mm in cement mortar (1:4) on brick or concrete surfaces including rendering on fins, fascias, chajja, parapets etc and finishing the surfaces even and fair (without using extra cement), top layer shall be with WPC as per manufacturer's instruction and complete all as specified.Note: WPC shall be measured and paid separately.
16Supply only intergral water proofing compound ISI Marked complete all as specified.
17M&L for preparation of newly plastered surface of wall and applying Two coats of wheather proofing exterior acrylic emulsion paint over a coat of primer premium quality complete all as specified
18S&F framed work as in doors or gates of angle or other section with gusset plates, 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 (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing conforming to Fe- 290.Gde-E-165 complete all as specified.
19S&F 1.60 mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required.
20M&L for 20 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, win dow-cills, cooking plat forms and like in cement mortar (1:4) including point ing in white cement (1:2) us ing marble dust with admixture of pigment to match with shade of granite complete all as specified.
21S&F Hand 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, welding, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, welding, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified.
22M&L for prepration of new Steel surfaces of any description, not otherwise described, over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide complete all as specified.
23Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
24S&F PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors 75 mm bore.
25Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft/loose soil.Complete all as specified
26M&L for Hardcore (broken stone or boulders) of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete.
27M&L 100 mm thick PCC 1:4:8 tybe D-2 using 40mm stone aggregate as in subbase.Complete all as specified
28M&L for screed bed or bedding layer of mortar 20 mm thick in cement mortar (1:4) for bedding of tiles complete all as specified.
29M&L for exterior grade, coloured glossy finish rubber pressed, cement concrete designer chequered tiles of size 30cm x 30cm x 22-25mm thick ( as approved by GE) set, jointed and pointed in neat cement slurry with grey cement and pigment to match the shade / colour / matrix of tiles as in floor etc complete all as specified as directed.
30M&L for PCC 1:2:4 type B1 (using 20mm graded stone aggregates) as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified.
31Removing excavated material to distance not exc 50 metre and depositing where directed at a level n.exc 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-Charge Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57415718
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 48.50 Lakhs
LAST DATE 29-09-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn Of Reinforced Cement Concrete Security Wall With Concertina Coils To Demarcate Technical And Domestic Area At Af Stn Narela & Provision Of Chequered Tiles Work At Open Gym Park At Af Stn Narela Under Ge (Af) Gurgaon
Basic Detail
Tender No GE/GUR-/NIT-81/2026-27
Bidding Type Tender
Location
City Gurgaon
State Haryana
Key Dates
Publish Date 08 Sep 2026
Submission Date 29 Sep 2026
Open Date 01 Oct 2026
Finance
Tender Value 48.50 Lakhs
Tender Fee 500
EMD 97000
Exemption Not Available
Document List
BOQ_883632.xls
c94a1ee0-4a4d-48e3-9aff-92226dd02f57.html
TenderDocuments81.pdf
Tendernotice_1 (10).pdf

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Tender Timeline

Sep 08, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 29, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 10 days
Oct 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 12 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_883632.xls

html

c94a1ee0-4a4d-48e3-9aff-92226dd02f57.html

pdf

TenderDocuments81.pdf

pdf

Tendernotice_1 (10).pdf

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