Defence Statutory Bodies & Commissions/Committees Closing in 20 days TDR #57063359

Tender For Comprehensive Repairs To Certain Air Field Drains, Hardstandings, Pqc Of Dispersal Area And Connecting Taxiways Inlcuding Connected Joints, Pathways Etc At installation Utkrosh Under Ge Minniebay, Sri Vijayapuram (8848/E8)

Issued by Statutory Bodies & Commissions/Committees · South Andamans, Andaman And Nicobar Islands
Tender Value
45 Lakhs
Estimated cost
Bid Submission
08 Sep 2026
20 days left
EMD
90000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
South Andamans → Andaman And Nicobar Islands
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Comprehensive Repairs To Certain Air Field Drains, Hardstandings, Pqc Of Dispersal Area And Connecting Taxiways Inlcuding Connected Joints, Pathways Etc At installation Utkrosh Under Ge Minniebay, Sri Vijayapuram (8848/E8)

BOQ

Name of Work:- COMPREHENSIVE REPAIRS TO CERTAIN AIR FIELD DRAINS, HARDSTANDINGS, PQC OF DISPERSAL AREA AND CONNECTING TAXIWAYS INLCUDING CONNECTED JOINTS, PATHWAYS ETC AT INS UTKROSH UNDER GE MINNIEBAY, SRI VIJAYAPURAM (8848/E8)
Sl. No. Item Description
1M & L for Racking out existing Bituminous Sealant from Expansion Joints to a depth of at least 30mm, cleaning edges up to a depth of at least 15 mm by scrapping / grinding by mechanical means to expose the concrete surfaces, cleaning the joint, removing the sticky, foreign and loose particles, Placing PVC Foam Baker Bar of 25 mm dia, inserting the same to keep a clear depth of 10 mm from top of pavement, applying epoxy based primer compound to the sides of joint from Baker Bar to the top of pavement, applying polyurethane sealant mixed thoroughly by stirring with Palette Knife and applying the same to the joint to a depth of 10 mm up to the top of pavement in Expansion Joints of 20 mm width complete all as per manufacturer's instructions and as directed.Make: M/s. Fosroc Chemicals / M/s. Sika India Pvt. Ltd. / M/s. STP Ltd. / M/s. Choksey ChemicalsPvt. Ltd. / M/s Bostik India Pvt. Ltd. / M/s. Thermax Ltd. / M/s. Maruti Bitumen Pvt. Ltd.
2M & L for Racking out existing Bituminous Sealant from Construction / Dummy Joints to a depth of at least 20mm, cleaning edges up to a depth of at least 15 mm by scrapping / grinding by mechanical means to expose the concrete surfaces, cleaning the joint, removing the sticky, foreign and loose particles, Placing PVC Foam Baker Bar of 10-15 mm dia, inserting the same to keep a clear depth of 10 mm from top of pavement, applying epoxy based primer compound to the sides of joint from Baker Bar to the top of pavement, applying polyurethane sealant mixed thoroughly by stirring with Palette Knife and applying the same to the joint to a depth of 10 mm up to the top of pavement in Construction / Dummy Joints of 10-12 mm width complete all as per manufacturer's instructions and as directed.Make: M/s. Fosroc Chemicals / M/s. Sika India Pvt. Ltd. / M/s. STP Ltd. / M/s. Choksey ChemicalsPvt. Ltd. / M/s Bostik India Pvt. Ltd. / M/s. Thermax Ltd. / M/s. Maruti Bitumen Pvt. Ltd.
3Cleaning / removing the rubber particles from runway surface (Touch down points of Aircraft) by RUBBER REMOVAL EQUIPMENT and washing down the waste with water pressure (without disturbing the original surface) and removing the waste using vaccum cleaner so that surface is ready for operation and Performing Skid resistance test with PORTABLE SKID RESISTANCE TESTER (PSRT) on the rubber removed surface at the Touch down area of Aircraft @ 5.00 m c/c on both side ( Eastern / Western side ) of the center line of runway in a span of 15.00 m total width and for a given runway length of 300 m with the help of Portable BRITISH PENDULUM TESTER all as specified and directed.all as specified and directed by Engr-in-charge.Note : (a) The rubber removal is done by rubber removal equipment as per direction of Engineer-in-Charge and prior approval shall be taken from Garrison Engineer.(b) Caliberation test certificate of PSRT should be submitted for the test equipment before performing the test.(c) The rubber remvoal shall be preferably done during pre-monsoon and post monsoon period.(d) The PSRT test is to be carried out on Touch down area of runway surface at flexible as well as rigid pavements within one week of rubber removal process so as to ascertain friction value of cleaned surface.(e) The test should be performed by the qualified technician who have prior experience in this field. The test shall be conducted five times at one location and avg reading shall be considered.(f) The test report in duplicate should be submitted in hard copy as per standard format or as prescribed.(g) The Air-field is operational. So, the work shall be done durin Non - flying hours during day or night as per the direction of Engineer-in-Charge and guidelines of user & ATC.
4M & L for Chipping removing carefully concrete work by low impact hammer, breaker without damaging the structure width not more than 15 cm and depth not more than 10 cm & Cutting out cracks to V-section in existing pavement, cleaning out, and disposal of debris out side the premises etc. complete as directed by Engr-in-Charge.
5Material and labour for cleaning the Runway Cracks / potholes by using Compressed Air and brush, making the cracks free from dust, grease, all foreign and loose particles etc. applying Geocrete concrete resurfacing mortar on cracked / broken potholes, edges, or at any runway surface and dispersal area with width not more 15 cm and depth not more than 10 cm and applying all as per manuiacturers instruction complete all as specified and as directed by Engineer-in-Charge.
6Material and labour preparing old black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with using air blower to remove all loose dirt etc and applying Cold Polymer Modified Emulsion (PME) at the rate 0.75 Kg per Sqm (undiluted) and ensure proper finishing of runway, PTT, Links etc complete all as per manufacturers' instructions and as specified and directed at site.
7Repair of pot holes / pin holes area with size from 491 Sq mm to 1963 Sq mm in flexible pavements / runway / PTT with Dense Asphaltic Concrete (DAC) using Polymer Modified Bitumen (PMB - 70) including applying tack coat (PMB - 70), including cutting as required shape, cleaning, consolidating and ramming as required complete all as specified and as directed.
8Repair of pot holes / pin holes area exceeding 1963 Sq mm but not exceeding 7850 Sq mm in flexible pavements / runway / PTT with Dense Asphaltic Concrete (DAC) using Polymer Modified Bitumen (PMB - 70) including applying tack coat (PMB - 70), including cutting as required shape, cleaning, consolidating and ramming as required complete all as specified and as directed.
9Repair of pot holes on area exceeding 0.1 Sq m but not exceeding 0.3 Sq m in flexible pavements / runway / PTT with Dense Asphaltic Concrete (DAC) using Polymer Modified Bitumen (PMB - 70) including applying tack coat (PMB - 70), including cutting as required shape, cleaning, consolidating and ramming as required complete all as specified andas directed.
10M & L for washing, rubbing down and stopping of old painted surfaces up to 15.00 metres height and applying two coat of Weather Proof Exterior Emulsion Paint [100% Acrylic] on Walls in Chequered Pattern with approved shade and size of Chequers including providing double scaffolding and safety measures as required and removal of the same on completion complete all as specified and as directed. Make : Asian Paint or Berger Paints or equivalent
11M & L for Preparing old surfaces plastered or unplastered on wall surfaces and applying two coats of oil bound distemper complete all as specified and directed. (Make : Asian - Tractor or Berger-Bison)
12M&L for Writing letters or figures (Block. Roman, Italic or Indian) n exc. 30 cm high complete all as specified and directed.
13M&L for Writing letters, digits or figures (Block. Roman, Italic or Indian) exc. 30 cm and not exceeding 1.5 m height having minium thickness of 10 cm in black or yellow or white with two coats of water based acrylic road marking paint on dispersal and runway complete all as specified and directed by Engineer-in-Charge. Note : Writing work should be carried out by painter with edge proper marking. Dights and alphabets will be counted and measured accrodingly.
14M & L for Periodic cutting of Grass with the help of Hand held Grass cutting Machine of reputed Make for Cutting and Sweeping Grass after cutting of Grass, bushes, small plants of any type along the sides of Dispersal Area, Taxi Track, Runway, Shoulders and Airfield areas throughout the contract period, including supply of Fuel, lubricants, spares, renewal of blades as required including maintenance and repairs to Machine and trade insurance and license fees including removing of debris to a distance exceeding 250m but not exceeding 500m from the site complete all as directed. Note : The rate quoted shall be deemed to be considering following provisions and nothing shall be paid extra on this account.[a] Area of Grass cutting shall be as decided by the Engineer-in-Charge and representative of users as and when required basis.[b] Periodicity of grass cutting, will be as directed by the Engineer-in-Charge in consultation with users. For this purpose, the tenderer shall maintain a register indicating the details of location, date, area, signature of Engineer-in-Charge, user's representative and Contractor. [c] The grass shall be cut so that the protruding grass shall not be more than 15mm above ground level and disposal as directed. [d] The work is required to be executed in highly restricted area along Main Runway. Therefore, the work shall be executed during non-flying hours either during Day or Night without causing any disturbance for flying. Proper safety arrangement, equipment shall be provided by the contractor for workmen.[e] On any of the days if the grass cutting team of labours does not attend the site complaint on the same day. Failing which a penalty of Rs. 2000 per 08 hours shall be levied and the decision of GE in this regard will be final and binding. Please Enable Macros to View BoQ information
15M & L for Periodic cutting of Grass with the help of Hand held Grass cutting Machine of reputed Make for Cutting and Sweeping Grass after cutting of Grass, bushes, small plants of any type along the sides of Dispersal Area, Taxi Track, Runway, Shoulders and Airfield areas throughout the contract period, including supply of Fuel, lubricants, spares, renewal of blades as required including maintenance and repairs to Machine and trade insurance and license fees including removing of debris to a distance exceeding 250m but not exceeding 500m from the site complete all as directed. Note : The rate quoted shall be deemed to be considering following provisions and nothing shall be paid extra on this account.[a] Area of Grass cutting shall be as decided by the Engineer-in-Charge and representative of users as and when required basis.[b] Periodicity of grass cutting, will be as directed by the Engineer-in-Charge in consultation with users. For this purpose, the tenderer shall maintain a register indicating the details of location, date, area, signature of Engineer-in-Charge, user's representative and Contractor. [c] The grass shall be cut so that the protruding grass shall not be more than 15mm above ground level and disposal as directed. [d] The work is required to be executed in highly restricted area along Main Runway. Therefore, the work shall be executed during non-flying hours either during Day or Night without causing any disturbance for flying. Proper safety arrangement, equipment shall be provided by the contractor for workmen.[e] On any of the days if the grass cutting team of labours does not attend the site complaint on the same day. Failing which a penalty of Rs. 2000 per 08 hours shall be levied and the decision of GE in this regard will be final and binding. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57063359
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 45 Lakhs
LAST DATE 08-09-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Comprehensive Repairs To Certain Air Field Drains, Hardstandings, Pqc Of Dispersal Area And Connecting Taxiways Inlcuding Connected Joints, Pathways Etc At installation Utkrosh Under Ge Minniebay, Sri Vijayapuram (8848/E8)
Basic Detail
Tender No 8848/E8
Bidding Type Tender
Location
City South Andamans
State Andaman And Nicobar Islands
Key Dates
Publish Date 18 Aug 2026
Submission Date 08 Sep 2026
Open Date 10 Sep 2026
Finance
Tender Value 45 Lakhs
Tender Fee 500
EMD 90000
Exemption Available
Document List
53b52876-14c0-4744-ba6e-b54090ba6a36.html
8848TENDER.pdf
BOQ_879477.xls
Tendernotice_1.pdf

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Tender Timeline

Aug 18, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 08, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 20 days
Sep 10, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 22 days

Tender Documents

Download All (ZIP) ↓
html

53b52876-14c0-4744-ba6e-b54090ba6a36.html

pdf

8848TENDER.pdf

xls

BOQ_879477.xls

pdf

Tendernotice_1.pdf

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