Indian Tenders

Tender Notice
TDR 55277066
Tendering Authority Military Engineer Services
Tender No GE(AF)/ADM/T- 97 OF 2025-26
Tender ID 2026_MES_757273_2
Tender Brief Corrigendum : Tender For Repair/ Replacement Of Grade ‘B Sealing Compund To Pu Joint Filling Work In Tech Area At Af Stn Ad Ur.
City Jalandhar
State Punjab
Document Fees INR 500 /-
EMD INR 90000.0 /-
Tender Value INR 45 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Repair/ Replacement Of Grade ‘B Sealing Compund To Pu Joint Filling Work In Tech Area At Af Stn Ad Ur.

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 13-05-2026 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 20-05-2026

Key Dates
Publish Date 13-05-2026
Last Date of Bid Submission 20-05-2026
Tender Opening Date 22-05-2026

Contact Information
Company Name Military Engineer Services
Contact Person GE (AF) Adampur
Address GE (AF) Adampur

BOQ Items
Name of Work:- REPAIR/ REPLACEMENT OF GRADE ‘B SEALING COMPUND TO PU JOINT FILLING WORK IN TECH AREA AT AF STN AD UR.
Sl. No. Item Description
1M&L for repair / replacement of existing contraction (Dummy) Joints 8-12 mm wide of following descriptions comprising the under mentioned operations: - (i) Raking out existing joints to the depth upto 22-27 mm and removing existing unserviceable sealing compound grade 'B' of any description and cleaning / preparing the joint / groove surface, complete all as specified and directed.(ii) Insert a bond breaker tape and bond breaker closed cell polyethylene frame rod of width 13 mm to 17 mm caulked tightly into the base of the sealing groove to prevent the sealant from adhering to the base of slot complete all as specified and directed.(iii) Sealed flush the joint to a level of 2-3 mm below the top of the adjacent pavement using polyurethane joint sealant (minimum depth 12 mm) after priming the vertical surface twice complete all as specified and directed.
2M&L for repair / replacement of existing Construction Joints 18-22 mm wide of following descriptions comprising the under mentioned operations: - (i) Raking out existing joints to the depth upto 35-40 mm and removing existing unserviceable sealing compound grade 'B' of any description and cleaning / preparing the joint / groove surface, complete all as specified and directed.(ii) Insert a bond breaker tape and bond breaker closed cell polyethylene frame rod of width 23 mm to 27 mm caulked tightly into the base of the sealing groove to prevent the sealant from adhering to the base of slot complete all as specified and directed.(iii) Sealed flush the joint to a level of 2-3 mm below the top of the adjacent pavement using polyurethane joint sealant (minimum depth 12 mm) after priming the vertical surface twice complete all as specified and directed.
3M&L for repair / replacement of existing expansion Joints, 30-34 mm wide of following descriptions comprising the under mentioned operations: - (i) Raking out existing joints to the depth upto 42-45 mm and removing existing unserviceable sealing compound grade 'B' of any description and cleaning / preparing the joint / groove surface, complete all as specified and directed.(ii) Insert a bond breaker tape and bond breaker closed cell polyethylene frame rod of width 35-39 mm caulked tightly into the base of the sealing groove to prevent the sealant from adhering to the base of slot complete all as specified and directed. (iii) Sealed flush the joint to a level of 2-3 mm below the top of the adjacent pavement using polyurethane joint sealant (minimum depth 12 mm) after priming the vertical surface twice complete all as specified and directed.
4M&L for repairs to concrete pavements by cutting the damaged, spoiled edges in concrete pavements slabs to rectangular cross section with diamond tip cutters, removing all loose and foreign materials to a distance exceeding 500 metres but not exc 1 Kilometre, cleaning surface thoroughly with wire/coir brushes and then cleaning the surfaces with compressed air by compressors, priming the surface with Dencote primer 601 and filling with epoxy resin Denpatch and including form work wherever required in taxi track complete all as specified and directed. Please Enable Macros to View BoQ information
5M&L for repairs to concrete pavements by cutting the damaged, spoiled edges in concrete pavements slabs to rectangular cross section with diamond tip cutters, removing all loose and foreign materials to a distance exceeding 500 metres but not exc 1 Kilometre, cleaning surface thoroughly with wire/coir brushes and then cleaning the surfaces with compressed air by compressors, priming the surface with Dencote primer 601 and filling with epoxy resin Denpatch and including form work wherever required in taxi track complete all as specified and directed. Please Enable Macros to View BoQ information

Other Detail
Information Source https://defproc.gov.in/nicgep/app
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