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PROVISION OF INTERLOCKING PAVING TILE WORKS OF THE MAIN ROAD FROM MAIN GATE TO OPS TECH COMPLEX AT 2N DET UNDER GE NAVY CHENNAI

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Chennai, Tamil Nadu

Amount: ₹42.8 LCloses: 8 Jul 2026

Tender Value

₹42.8 L

EMD Value

₹85,600

Closing Date

8 Jul 2026, 6:00 pm

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Tender Inviting Organisation

Name

GE NAVY CHENNAI

Address

GE Navy Chennai Military Engineer Services Fort St George Rajaji Salai Chennai 600 009

Work Description

PROVISION OF INTERLOCKING PAVING TILE WORKS OF THE MAIN ROAD FROM MAIN GATE TO OPS TECH COMPLEX AT 2N DET UNDER GE NAVY CHENNAI

Tender Information

Tender ID

2026_MES_773612_1

Reference Number

8807/E8

Tender Type

Open Tender

Product Category

Civil Works

Period of Work

180 days

Location

CHENNAI

Source Website

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Eligibility / Pre-Qualification

AS PER NIT

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScanned copy of application for tender (.pdf)

RequiredScanned copy of DD towards cost of tender (.pdf)

RequiredScanned Enlistment letter with its enclosures (.pdf)

RequiredScanned copy of GST registration number (.pdf)

RequiredScanned copy of EPF registration number (.pdf)

RequiredScanned copies of requisite documents for unenlisted bidders as per NIT (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTENDER PAGES (.pdf)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE Navy Chennai

EMD Fee Amount

₹85,600

Important Dates

Last Activity

19 Jun 2026

Published

19 Jun 2026

Bid Opening

9 Jul 2026

Download Starts

19 Jun 2026

Download Ends

8 Jul 2026

Submission Starts

3 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out of in soft/loose soil complete all as specified and directed by Engineer-in-Charge.	2,080	Sqm	-	-
2	M&L Hardcore of broken stone or boulders gauge n exc. 63 mm, deposited, spread and levelled in layers n exc.15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.	208	Cum	-	-
3	M&L 75 mm thick for PCC 1:2:4, type B2 (using 40mm graded stone aggregate) for subbase in floor and mass concrete complete all as specified and directed by Engineer-in-Charge.	2,080	Sqm	-	-
4	M&L sand filling 50 mm thick under floors or in foundation including watering and consolidation complete all as specified and directed by Engineer-in-Charge.	104	Cum	-	-
5	M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade complete all as specified and directed by Engineer-in-Charge.	2,080	Sqm	-	-
6	Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point.	208	Cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.26 MB

Work Item Documents

BOQ_866220.xls

BOQ • 3.41 MB

8807GENERALPAGES.pdf

Tender Documents • 0.38 MB

8807PS.pdf

Tender Documents • 0.43 MB

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