Defence Statutory Bodies & Commissions/Committees Closing in 13 days TDR #56512855

Tender For Repair To Joint Filling, Epoxy, Sign Board At Af Stn Bkt

Issued by Statutory Bodies & Commissions/Committees · Lucknow, Uttar Pradesh
Tender Value
40 Lakhs
Estimated cost
Bid Submission
05 Aug 2026
13 days left
EMD
80000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Repair To Joint Filling, Epoxy, Sign Board At Af Stn Bkt

BOQ

Name of Work:- REPAIR TO JOINT FILLING, EPOXY, SIGN BOARD AT AF STN BKT
Sl. No. Item Description
1Taking down cement plaster from brick walls/stone walls etc of any description including racking out joints, hacking for key scrubbing down with water etc complete all as specified and directed.
2M&L for rendering 10mm thick Cement mortar (1:4) on concrete surfaces / brick of drain channel finished even and smooth without using extra cement complete all as specified and directed.
3Demolition of brick work/stone boulder masonry,built in cement mortor including all quions,arches, pillars etc complete all as specfied and directed .
4Removing the scraped/demolished materials/debris including loading/unloading and removing to a place as directed by building materials from Ist/IInd/IIIrd floor roof to a distance of 2 KM within MD land, beyond the lead including in the rates incl loading, unloading and stacking at the destination complete all as specified and directed.
5M&L for Brick work with old size fly ash bricks straight or curved on plan exc 6m mean radius and setting in cement mortar (1:6) complete all as specified and directed.
6M&L for rendering of external surface 15mm thick in CM (1:4) on fair faces of brick work or concrete surfaces including uprooting/cutting of vegetation growth (maximum height upto three stories) complete all as specified and directed. (Note:- Below 10 Sqm Qty be excuted throuth conventional method.
7Demolition of cement Concrete surfaces of any description and in any position not other wise specifically provided for pavement of taxi track / runway / dispersal area complete all as specified and directed.
8M&L for cement concrete in surface channels and drains, or any other type using PCC (1:2:4) type B-1, using 20mm graded stone aggregate and surface finished even and smooth using extra cement complete all as specified and directed. (Note: Concrete to be procured from RMC-M-15 nominal mix.
9M&L for finishing of concrete floor with power trowel cum floater machine (mechanical means) complete all as specified and directed.
10M&L for forming 12mm thick expansion joint filled with bituminous filler and provn of backup rod of 10mm dia as suitable to be inserted in the joint tightly, sdequate masking tape on either sides of joint to avoid spillage on concrete surface before applying joint sealant and removing the same after sealing of joints and supplying and filling of sealing compound properly for a depth of 15mm as specified after application of suitable primer as directed. ( The finished level of sealed joint shall be on an average 3mm below the top surface of slabs.) NOTE : Sealing compound shall be Bostik \\"Seal N flex-1\\", single component class 'A' Bostik Polyurethane sealent conforming to BS-5212 / M/S Choksey Chemicals Pvt. Ltd. M/S STP Ltd.
11M & L for cutting the edges of existing joints with suitable machine by racking out old sealing compound from existing joints of tarmac of size 8mm to 12mm wide and 25mm deep by special tools like cutting blades / grinder machines (use of hammers is prohibited as it damages the edges) and removing old filled sealing compound from the joints by means of compressed air using hand blower including disposal of the same to a distance of 500m from the edge of runway as directed and repair of joints by epoxy wherever required and filling the joints by mechanical means as per following process: -(i) Provision of bckup rod of 10mm dia suitable to be inserted in the joint tightly as specified. (ii) Provision of adequate masking tape on either sides of joint to avoid spillage on concrete surface before applying joint sealant and removing the same after sealing of joints.(iii) Supplying and filling of sealing compound properly for a depth of 15mm as specified after application of suitable primer as directed. (The finished level of sealed joints shall be on an average of 3 mm below the top surface of slabs.)NOTE: - Sealing compound shall be Bostik \\"Seal N flex -Premium P 795', Bostik Polyurethane sealent of grey colour conforming to BS-5212 with minimum movement accommodation factor of (+ -) 50% when tested as per ASTM C-920 & ASTM C1248 / M/S Choksey Chemicals Pvt. Ltd. or M/S STP Ltd. as approved. The sealent shall have shore A hardness >/= 35 and as per manufacturer's instructions.
12Ditto all as per item No 11 here-in-before but joints of width 13mm to 17mm and 28 mm deep (alongwith 12/15 mm dia backer polyethylne rod complete all as specified and directed.
13Ditto all as per item No 11 here-in-before but joints of width 18mm to 22mm and 40 mm deep (alongwith 20 mm dia backup polyethylne rod complete all as specified and directed.
14Ditto all as per item No 11 here-in-before but joints of width 23mm to 29mm and 45 mm deep (alongwith 25 mm dia backer polyethylne rod complete all as specified and directed.
15M & L for filling of pot holes of size 20mm dia and 20mm deep in concrete surface and filling the ceiling compound as per following process:- (i) Cleaning of surface by means of wire brush and removing the dust by means of compressed air.(ii) Make:- Application of Elastomeric product with and including necessary form work complete all as specified and directed.
16M & L for repair to concrete slab or pavement of existing damaged edges / spoiled edges to triangular / rectangular cross section,of width 15mm to 20mm and depth 30mm to 40mm , by machine cutting and removing all broken and loose material to a distance exc. 50 metres but not exc. 100 metres and cleaning the surface with compressed air to remove dust, dirt, loose sand / foreign material, washing the surface with acid solution and repairing surface / edge with Bostik ERM / M/S Choksey Chemicals Pvt. Ltd. M/S STP Ltd as approved epoxy resin mortar after application of epoxy resin primer with and including necessary form work complete all as specified and directed.
17M & L for cutting the edges of any type of joints of width 8mm to 10mm and 30 mm deep by racking out old sealing compound from existing joints by means of compressed air and filled the joints with sealing compound grade 'B' after application of primer for the following size joints complete all as specified and directed.
18M & L for single component 'Aspha Flo' coal tar free signature grade Gilsonite modified Asphalt emulsion, special polymers and Adhesive streaming crack, joint stuffer to prevent cracks from forming into pot holes and filling of cracks and joints on asphaltic surface of the runway, shall be complete to be applied directly on damp pavement also and coverage shall be 24.20 mtr/Ltr for 6mm (width) x 6mm (depth) crack complete all as specified and directed. (Note :- Emulsion shall be measured & paid seperately)
19Ditto all as per above item No. 18 but for size of crack 13mm x 13mm and coverage 6.05m/Ltr complete all as specified and directed. Make: M/S Srijan Systems Pvt Ltd or equavalent as approved by GE.
20Supply only single component \\"Aspha flo\\" coal tar free signature grade gilsonite modified Asphalt emulsion, special primers and Adhesiveb complete all as specified and directed.
21S&F in repair visible sign board of area/size exceeding 1.80 sqm and not exc 3.15sqm each made from 5.00 mm thick engineering grade plastic (acralic Sheet) having monolithic structure to with stand,temperature variations from cold environment to sweltering hot condition sand to with stand high velocity winds,framed and braced with 50mm dia PVC pipe best qualty to with standhigh velocity wind pressure, with height of bottom of board should be 45-60 cm above the ground level with best quaility structure including providing and applying weather resistance coating,providing and pasting of new numerals/alphabets with retro reflective tape cutting it as computer plotter etc with & including LED light provisioning for illumination complete all as specified and directed.
22Ditto all as per item No 21 above but area not exc 0.80 sqm each complete all as specified and directed .
23Repair only visible sign board of area/size exceeding 0.80 sqm and not exc 3.15sqm each repair by 5.00 mm thick engineering grade plastic (acralic Sheet) having monolithic structure to with stand,temperature variations from cold environment to sweltering hot condition sand to with stand high velocity winds,framed and braced with 50mm dia PVC pipe best qualty to with standhigh velocity wind pressure,with height of bottom of board should be 45-60 cm above the ground level with best quaility structure including providing and applying and weather resistance coating,providing and pasting of new numerals/alphabets with retro reflective tape cutting it as computer plotter etc with & including LED light provisioning for illumination complete all as specified and directed.
24Repair only DTGM board of area/size exceeding 0.80 sqm and not exc 3.00 sqm each repair by partly replacement by existing engineering plastic/FGRP Sheet/Acralic Sheet, reflectve tape and pvc pipe etc. complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56512855
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 40 Lakhs
LAST DATE 05-08-2026
Authority
Authority Name Military Engineer Services
Work Description Tender For Repair To Joint Filling, Epoxy, Sign Board At Af Stn Bkt
Basic Detail
Tender No 8889/BKT/E8
Bidding Type Tender
Location
City Lucknow
State Uttar Pradesh
Key Dates
Publish Date 16 Jul 2026
Submission Date 05 Aug 2026
Open Date 08 Aug 2026
Finance
Tender Value 40 Lakhs
Tender Fee 500
EMD 80000
Exemption Not Available
Document List
8889CREDIT.pdf
8889tenderdocuments.pdf
97116a9f-32d6-437e-bf0b-46113e375489.html
BOQ_872592.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 13 days
Aug 08, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 16 days

Tender Documents

Download All (ZIP) ↓
pdf

8889CREDIT.pdf

pdf

8889tenderdocuments.pdf

html

97116a9f-32d6-437e-bf0b-46113e375489.html

xls

BOQ_872592.xls

pdf

Tendernotice_1.pdf

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