Defence Statutory Bodies & Commissions/Committees Closing in 19 days TDR #56740018

Tender For Repair To Runway Shoulders Cultivation Consolidation Rolling To Required Gradient Stabilities Of Soil Including Misc Connected Air Field Repair At Af Stn Bkt

Issued by Statutory Bodies & Commissions/Committees · Lucknow, Uttar Pradesh
Tender Value
36 Lakhs
Estimated cost
Bid Submission
19 Aug 2026
19 days left
EMD
72000
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 Runway Shoulders Cultivation Consolidation Rolling To Required Gradient Stabilities Of Soil Including Misc Connected Air Field Repair At Af Stn Bkt

BOQ

Name of Work:- REPAIR TO RUNWAY SHOULDERS CULTIVATION CONSOLIDATION ROLLING TO REQUIRED GRADIENT STABILITIES OF SOIL INCLUDING MISC CONNECTED AIR FIELD REPAIR AT AF STN BKT
Sl. No. Item Description
1M&L for cultivating/ploughing on an average 30cm depth of shoulders pavement of airfield with mechanically or manually and levelling the suface as per required gradient after removing/cleaning vegetation, grass with roots, brick bats, stone aggregate and other foreign materials etc.The useless material removing and deposited in low laying area out side of the defence land at any lead complete all as specfied and directed.
2M&L for cultivating/ploughing on an average 30cm depth of other than shoulders pavement of airfield with mechanically or manually and levelling the suface as per required gradient after removing/cleaning vegetation, grass with roots, brick bats, stone aggregate and other foreign materials etc.The useless material removing and deposited in low laying area out side of the defence land at any lead complete all as specfied and directed.
3Rolling and consolidating formation surfaces of runway shoulders by using with power roller capacity 8 to 10 tonne complete all as specified and directed.
4M&L for arrangement of approved earth (soft soil) within premises of MoD land and forming embankments including raising (or lowering) earth, spreading in layers not exc 25cm as required at site, watering, ramming and rolling by penumatic roller or static/power roller cap 8 to 12 tonne complete all as specified and directed.
5M & 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 as directed by special tools like cutting blades / grinder machines (use of hammers is prohibited as it damages the edges) and removing old unserviceable 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 fill the joints by mechanical means as per following process: -(i) Provision of back-up polyethylene 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 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. / M/S STP Ltd. as approved. The sealent shall have shore 'A' hardness >/= 35 as per manufacturer's instructions and as directed.
6Ditto all as per item No 05 given here-in-before but joints of width 13mm to 17mm and 28 mm deep (alongwith 12/15 mm dia back-up polyethylne rod) complete all as specified and directed.
7Ditto all as per item No 05 above but joints of width 18mm to 22mm and 40 mm deep (alongwith 20 mm dia backer polyethylne rod) complete all as specified and directed.
8M & L for filling of pot holes of size 20mm dia and 20mm deep in concrete surface and filling as per following process:- (i) Cleaning of surface by means of wire brush and removing the dust by means of compressed air.(ii) Bostik ERM / M/S Choksey Chemicals Pvt. Ltd. / M/S STP Ltd as approved epoxy resin mortar as per manufacturer's instructions after application of epoxy resin primer with and including necessary form work complete all as specified and directed.
9M&L for neatly cutting the cracks on flexible pavements by chiselling machine / diamond cutter including cleaning the cracks by brushing with wire brushes for removing caked mud and using air blowers for removing loose dirt debris etc. and providing \\"RUNPHALT\\" bitumen tubing / rope, elastomeric, liquefiable, self levelling sealent, by inserting the same into the cleaned cracks by suitable means like screw drivers and and subsequently melling it using heating process touchong it continously (without removing the plastic wraps) until it liqiflies and fills in the voids of cracks fully until the pavement surfce for the 6-7 mm wide cracks complete all as per specified and directed.
10M&L for neatly cutting the cracks on flexible pavements by chiselling machine / diamond cutter including cleaning the cracks by brushing with wire brushes for removing caked mud and using air blowers for removing loose dirt debris etc. and providing \\"RUNPHALT\\" bitumen tubing / rope, elastomeric, liquefiable, self levelling sealent, by inserting the same into the cleaned cracks by suitable means like screw drivers and and subsequently melling it using heating process touchong it continously (without removing the plastic wraps) until it liqiflies and fills inthe voids of cracks fully until the pavement surfce for the 10-12 mm wide cracks complete all as per specified and directed.
11Labour & T&P for cutting of grass by bush cutter operated slasher where ever required including removing of material obtained from cutting & cleaning (both side ) upto 10 mtrs from the concrete edges complete all as specified and directed. Note : Contractor will arrange at his own bush cutter minimum 02 Nos per day with POL & operater . The bush cutter will be operated from 10:00 hrs to 17:00 hrs , (including lunch break of half hour at mid day) every day in week days excluding Sundays & holidays minimum out put of one bush cutter will be 250 Sqm ( Grass cut clear area) in a day. If the contractor will not arrange his own bush cutter minimum 02 Nos per day with POL & operater, then double the rate recovery will be levied from contractor on this account.
12M & L for repair to concrete slab or pavement of existing damaged edges / spoiled edges to triangular / rectangular cross section,of width of size 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.
13M&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 under relevent item of Sch 'A').
14Supply only single component \\"Aspha flo\\" coal tar free signature grade gilsonite modified Asphalt emulsion, special primers and Adhesive complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56740018
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 36 Lakhs
LAST DATE 19-08-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Repair To Runway Shoulders Cultivation Consolidation Rolling To Required Gradient Stabilities Of Soil Including Misc Connected Air Field Repair At Af Stn Bkt
Basic Detail
Tender No 8893/BKT/E8
Bidding Type Tender
Location
City Lucknow
State Uttar Pradesh
Key Dates
Publish Date 30 Jul 2026
Submission Date 19 Aug 2026
Open Date 21 Aug 2026
Finance
Tender Value 36 Lakhs
Tender Fee 500
EMD 72000
Exemption Not Available
Document List
0e4d30fd-7c65-4a4d-a7f8-2bee02995d42.html
8893tenderdocuments.pdf
BOQ_875169.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 30, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 19, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 19 days
Aug 21, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 21 days

Tender Documents

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html

0e4d30fd-7c65-4a4d-a7f8-2bee02995d42.html

pdf

8893tenderdocuments.pdf

xls

BOQ_875169.xls

pdf

Tendernotice_1.pdf

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