Defence Statutory Bodies & Commissions/Committees Closing in 3 days TDR #57553380

Tender For Special Repair To Fencing And Boundary Wall Of Carriappa Enclave Quarters For Officers And Allied Works Under Ge (West) Lucknow

Issued by Statutory Bodies & Commissions/Committees · Lucknow, Uttar Pradesh
Tender Value
1.45 Crore
Estimated cost
Bid Submission
07 Oct 2026
3 days left
EMD
2.90 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Special Repair To Fencing And Boundary Wall Of Carriappa Enclave Quarters For Officers And Allied Works Under Ge (West) Lucknow

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 29-Sep-2026 Corrigendum Other 07-Oct-2026

BOQ

Name of Work:- SPECIAL REPAIR TO FENCING AND BOUNDARY WALL OF CARRIAPPA ENCLAVE QUARTERS FOR OFFICERS AND ALLIED WORKS UNDER GE (WEST) LUCKNOW
Sl. No. Item Description
1Dismantling posts or struts(wood ,steel or RCC) of any section including taking out embedded portion of concrete, brick work of any and making good disturbed ground complete all as specified and directed.
2Dismantling existing barbed wire/plain wire/ chain link fencing any type from RCC/Steel/Wooden posts complete etc all as specified and as directed.
3M & L for brickwork with old sized fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 Incl Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches , pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed.
4M&L for rendering/plaster by using readymix mixture of thickness 12 mm to 15 mm on newly prepared surface and plastering the wall surface with white cement based polymer modified self curing mortar complete all as specified and directed.
5M & L for preparation of new plaster surfaces of wall and applying two coats of cement base paint complete all as specified as directed.
6Excavation in trenches n.exc 1.5 m in depth for foundation n.exc. 10 sqm on plan and n.exc 1.5 mtr in depth and getting out complete in soft/loose soil complete all as specified and directed.
7Returning / filling in layers including spreding, leveling, watering and well ramming in layers not exc 25cm in soft/loose soil complete all as specified.
8Removing excavated soil to a distance exc 250 but not exc 500 m and depositing whereas directed as a level n, exc 1.5m above the starting point complete all as specified.
9M & L for cement concrete type D2 1:4:8 (40mm graded aggregates) in foundation filling and mass concrete including necessary formwork required complete all as specified and directed.
10S & F of precast I-shaped column of size 2400mm x 200mm x 200mm prepainted and colur is as per engineer-in-charge, having flange thickness of 60 mm and web thickness 80 mm will place on PCC base size 750mm x 750mm x 100mm, grouted into pit size 600mm x 600mm x 900mm using shuttering with concrete ratio 1:2:4, having a cap fixed at top of the column, having 4 mm thick high tensile tendom steel 10 nos in each column which is made of high performance self compacting concrete (SCC) of M-40 grade, cured under controlled factory conditions, all manufacturing process must comply with indian standards. the curing process must be maintained using ro water and chiller plants for quality assurance. The formwork used for casting should be made of automobile-grade, water-tight steel, enabling the production of highly accurate and consistent components concrete mix design of IS:9103 with weight of each column at least 185 kg (tolerance limit 1.5%) , complete all as specified and as shown in drg No 01/03 to 03/03 and 1/1 & 1/02 directed as per Engineer-in-charge.Note:- (i) Design given in the drawing is tentative, actual design will be as per sample approval.(ii) The work pertaining to precast shall be executed by the contractor as per MoU from authorised technician through manufacturer of the precast factory. The sample of MoU is enclosed as per Appx 'B'. The contractor is advised quote their rate accordingly.(iii) The contractor shall upload with the documents under Technical Bid (Cover-I) \\"Memorandum of Understanding: (MoU) with Rs 100/- Stamp Paper at least one manufacturers, failing which the bid shall be liable to be rejected.
11S & F of precast panel have oval size hollow design prepainted and colour and design as per engineer-incharge of size 3000mm x 750 mm x 75mm having 8 mm thick steel bars in panel ,which is made of high performance self compacting concrete (SCC) of M-40 grade, cured under controlled factory conditions. all manufacturing process must comply with indain standards. the curing process must be maintained using ro water and chiller plants for quality assurance. the formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. concrete mix design of is:9103 with weight of each panel at least 270 kg (depends on design), complete all as specified and as shown in drg No 01/03 to 03/03 and 1/1 & 1/02 directed as per Engineer-in-charge.Note:- (i) Design given in the drawing is tentative, actual design will be as per sample approval.(ii) The work pertaining to precast shall be executed by the contractor as per MoU from authorised technician through manufacturer of the precast factory. The sample of MoU is enclosed as per Appx 'B'. The contractor is advised quote their rate accordingly.(iii) The contractor shall upload with the documents under Technical Bid (Cover-I) \\"Memorandum of Understanding: (MoU) with Rs 100/- Stamp Paper at least one manufacturers, failing which the bid shall be liable to be rejected.
12M & L plain cement concrete (1:2:4), type B1 (using 20mm graded stone aggregate) as in column footing including necessary formwork required complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57553380
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 1.45 Crore
LAST DATE 07-10-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Special Repair To Fencing And Boundary Wall Of Carriappa Enclave Quarters For Officers And Allied Works Under Ge (West) Lucknow
Basic Detail
Tender No GE/W/LKO/T-96 OF 2026-27
Bidding Type Tender
Location
City Lucknow
State Uttar Pradesh
Key Dates
Publish Date 29 Sep 2026
Submission Date 07 Oct 2026
Open Date 01 Jan 0001
Finance
Tender Value 1.45 Crore
Tender Fee 1000
EMD 2.90 Lakhs
Exemption Available
Document List
4fc9bcae-0fcc-4407-b107-297c9a3720c9.html
BOQ_885238.xls
Tendernotice_1 (10).pdf
TenderT-96.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Sep 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 07, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 3 days
Oct 07, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days

Tender Documents

Download All (ZIP) ↓
html

4fc9bcae-0fcc-4407-b107-297c9a3720c9.html

xls

BOQ_885238.xls

pdf

Tendernotice_1 (10).pdf

pdf

TenderT-96.pdf

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

TenderDetail
Loading tenders