Agriculture Government Departments Closing in 4 days TDR #58187332

Tender For Special Repairs To Old Berthing Wharf And Trestle Approach At Hut Bay In Little Andaman.

Issued by Government Departments · South Andamans, Andaman And Nicobar Islands
Tender Value
9.74 Crore
Estimated cost
Bid Submission
31 Oct 2026
4 days left
EMD
19.49 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
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 Special Repairs To Old Berthing Wharf And Trestle Approach At Hut Bay In Little Andaman.

BOQ

Name of Work:-
Sl. No. Item Description
1Surface prepration to receive micro conrete by chipping to depth of max. 75mm, cleaning, removing the traces of dust, loose concrete etc., including all labour charges trasnportation charges of materilas to work site, minor tools ,water charges, Contractors profit, Labour cess, GST, etc complete.
2Replacement of reinforcement as additional bars including bending, cutting, welding and fixing, including all labour charges trasnportation charges of materilas to work site, minor tools ,water charges, Contractors profit, Labour cess, GST, etc complete.
3Steel centering and shuttering including strutting propping etc. and removal of form for : Columns, Pillars, Pipes, Abutments, Posts and Struts including all labour charges transportation charges of materilas to work site, minor tools ,water charges, Contractors profit, Labour cess, GST, etc complete.
4Drilling holes in the existing structure with mechanized boring machine to an average dia of 100 mm at required location for pouring the micro concrete including all labour charges trasnportation charges of materilas to work site, minor tools ,water charges, Contractors profit, Labour cess, GST, etc complete.
5Supply and apply of high strength, non shrink cementitious free flow micro concrete (With minimum 28 days flexural strength 50Kg/ Sqcm and Compressive strength 500Kg/ Sqcm- As per BS 4551-80)) for above water level using 12 mm down size graded stone chips with the ratio of 1:0.75 (1 high strength & non shrink cementitious micro concrete chemical : 0.75 12mm to 6mm stone chips) on site to enable completion of pouring in a continous operation. An approved grout concrete mixer of slow speed heavy duty drill and exact quantity of water as recommended should be poured into the mixing vessel with cleaned stone chips of size 12 mm to 6 mm slowly and mix the same thoroughly in a forced action. The mixed material should be placed immediately to positioned form work continously to an average thickness of 75 mm without any gap.including all labour charges transportation charges of materilas to work site, minor tools ,water charges, Contractors profit, Labour cess, GST, etc complete.
6Supply and application of Epoxy Concrete Bonding agent (Confirming to and having BS 6319 certifification)and over cleaned and properly prepared old concrete surface to give good bonding between old and new concrete, including all labour charges trasnportation charges of materilas to work site, minor tools ,water charges, Contractors profit, Labour cess, GST, etc complete.
7Supplying, mixing and applying CURING MEMBRANE or equivalent with water including all labour charges trasnportation charges of materilas to work site, minor tools ,water charges, Contractors profit, Labour cess, GST, etc complete.
8Protective Coat: Supplying and applying two coats of IPH Conguard or DECKGUARD 'S' by spray or brush over the prepared surface and allow it to dry including cost of materials, labour, transportation cost, brushes, tools, equipments, labour cess, GST etc. complete. The polymer material properties are to be as follows:1. Water absorption test in (%) : 0.15%, including all labour charges trasnportation charges of materilas to work site, minor tools ,water charges, Contractors profit, Labour cess, GST, etc complete.
9Lock set: Mark the holes at the required spot, Drill the pilot holes using 14mm dia hammer drill bit to a depth of 150mm. Clean the holes with the good water. Mix the base and hardener of Polyster resin LOCKSET \\"S\\" pour the same to the 2/3 of the depth and insert the shear connecting rod of 12mm dia gently into the prepoured holes, pack the gap, if any. Allow it to set for min.20 minutes with out disturbing including cost of all materials, all labour charges, transportation cost, labour cess, GST etc., complete.
10Providing and fixing the sacrificial anode (Fosroc Galvashield XP or equivalent) over the main reinforcement of pile, pile caps, columns, Deck Beams and Deck Slabs etc. as per the manufacturer specification and sdesigned spacings, as sacrificial anode to the reinforcement against corrosion, including cost of all materials, all labour charges, transportation cost, labour cess, GST etc., complete. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58187332
AUTHORITY Government Departments
TENDER VALUE 9.74 Crore
LAST DATE 31-10-2026
Authority
Authority Name Andaman Lakshadweep Harbour Works
Work Description Tender for Special Repairs To Old Berthing Wharf And Trestle Approach At Hut Bay In Little Andaman.
Basic Detail
Tender No DCE(A)/LA/DB/e-T-02/2026-27/
Bidding Type Tender
Location
City South Andamans
State Andaman And Nicobar Islands
Key Dates
Publish Date 24 Oct 2026
Submission Date 31 Oct 2026
Open Date 02 Nov 2026
Finance
Tender Value 9.74 Crore
Tender Fee Ref. Documents
EMD 19.49 Lakhs
Exemption Available
Document List
3b0b862e-5d7c-49a4-9f4d-00e81fe9c0eb.html
BOQ_978776.xls
TDOBW.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 24, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Nov 02, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
html

3b0b862e-5d7c-49a4-9f4d-00e81fe9c0eb.html

xls

BOQ_978776.xls

pdf

TDOBW.pdf

pdf

Tendernotice_1.pdf

Disclaimer

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