Defence Statutory Bodies & Commissions/Committees Closing in 2 days TDR #57244506

Tender For Construction Of Retaining Wall From Bridge Of Connecting Road To Parking Shed Near To Main Gate At Marcos (Svp) Under Ge Minniebay, Sri Vijaya Puram (8880/E8)

Issued by Statutory Bodies & Commissions/Committees · South Andamans, Andaman And Nicobar Islands
Tender Value
43.25 Lakhs
Estimated cost
Bid Submission
18 Sep 2026
2 days left
EMD
86500
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 Construction Of Retaining Wall From Bridge Of Connecting Road To Parking Shed Near To Main Gate At Marcos (Svp) Under Ge Minniebay, Sri Vijaya Puram (8880/E8)

BOQ

Name of Work:- CONSTRUCTION OF RETAINING WALL FROM BRIDGE OF CONNECTING ROAD TO PARKING SHED NEAR TO MAIN GATE AT MARCOS (SVP) UNDER GE MINNIEBAY, SRI VIJAYA PURAM (8880/E8)
Sl. No. Item Description
1Excavation over areas n exc 1.5 m in depth, for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed.
2Excavation over areas exc 1.5 m in depth but n.exc 3.00m; for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed.
3Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft loose soil complete all as specified and as directed.
4M & L for PCC 1:4:8 with type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete complete all as specified and as directed.
5M&L for Nominal mix RCC M-30 (using 20mm graded stone aggregate) in Foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc., basement slabs, under-reamed piles and mass concrete complete all as specified and directed
6M&L for Nominal mix RCC M-30 (using 20mm graded stone aggregate) in Walls, retaining walls,basement walls, ballast walls and the like; anythickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed
7M&L for use and waste form work to sides of concrete foundations, footings, rafts, and raft beams sides and soffit of foundations and plinth beam and similar work for flat rough finished surface complete all as specified and as directed.
8M&L for use and waste form work to faces of walls retaining walls, abutments, parapets and like for flat rough finishesd surface complete all as specified and as directed.
9M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed
10M&L for 110 mm bore PVC pipes as in weep holes complete all as specified and as directed.
11M&L for broken stone or boulders including hand packing (any thickness) at back side of weep holes and raising or lowering to the required level complete all as specified and as directed.
12Return filling in Surplus soil, back filling of retaining wall including spreading, levelling, watering and well ramming in layers n.exc. 25cm complete all as specified and as directed.
13Removing excavated soil exc 50 m but n.exc 250 m and depositing where directed at level n.exc 1.50 m above the atarting point complete all as specified and as directed.
14M&L Precast cement concrete block masonry type C1 1:3:6 (20mm graded agg) with solid block exc 10cm in width and setting in CM 1:6 complete all as specified and as directed.
15M & L for rendering 5 mm thick in cement mortar 1:4 over a backing coat of 10mm thick in CM 1:6 (Total 15 mm thick) on concrete or brick masonry surfaces and finishing the top surface even and fair without using extra cement complete all as specified and as directed.
16M & L preparation of newly surfaces of wall for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and as directed.
17M & L for providing cement concrete with type B1 (20 mm graded stone aggregate) as in coping complete all as specifed and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57244506
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 43.25 Lakhs
LAST DATE 18-09-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Construction Of Retaining Wall From Bridge Of Connecting Road To Parking Shed Near To Main Gate At Marcos (Svp) Under Ge Minniebay, Sri Vijaya Puram (8880/E8)
Basic Detail
Tender No 8880/E8
Bidding Type Tender
Location
City South Andamans
State Andaman And Nicobar Islands
Key Dates
Publish Date 28 Aug 2026
Submission Date 18 Sep 2026
Open Date 21 Sep 2026
Finance
Tender Value 43.25 Lakhs
Tender Fee 500
EMD 86500
Exemption Available
Document List
8880TENDER.pdf
8bd0becf-6899-492e-a031-b343240b268a.html
BOQ_881629.xls
Tendernotice_1.pdf

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Tender Timeline

Aug 28, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 18, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Sep 21, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

Download All (ZIP) ↓
pdf

8880TENDER.pdf

html

8bd0becf-6899-492e-a031-b343240b268a.html

xls

BOQ_881629.xls

pdf

Tendernotice_1.pdf

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