Tender ID

DEFPROC

To Be Opened

Works

Civil Works

PROVISION OF CERTAIN CIVIL WORKS AT GTO GROUND AT NAVAL SELECTION CENTRE,KRISHNARAYAPURAM, VISAKHAPATNAM

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Krishnarayapuram, Visakhapatnam | Visakhapatanam, Andhra Pradesh

Amount: ₹44.5 LCloses: 17 Apr 2026Closed

Timeline

Published26 Mar 2026
Submission Opens10 Apr 2026
Closed17 Apr 2026
Bid Opening18 Apr 2026

Tender Value

₹44.5 L

EMD Value

₹89,000

Closing Date

17 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

GE (P) No 2 Navy Visakhapatnam

Address

Railway Station Road Visakhapatnam Andhra Pradesh-530004

Work Description

PROVISION OF CERTAIN CIVIL WORKS AT GTO GROUND AT NAVAL SELECTION CENTRE,KRISHNARAYAPURAM, VISAKHAPATNAM

Tender Information

Tender ID

2026_MES_757907_1

Reference Number

8050/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

120 days

Location

Krishnarayapuram, Visakhapatnam

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per NIT

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredApplication for tender on firms letter Head (.pdf)

RequiredCopy of valid GST registration letter (.pdf)

RequiredCopy valid enlistment letter issued by registered authority duly renewed (.pdf)

RequiredScanned copy of DD/Bankers cheque (.pdf)

RequiredScan copy of additional documents as per NIT (.pdf)

RequiredScan copy of EPF registration certificate (.pdf)

Finance

RequiredBills of Quantities (.xls)

RequiredTender Documents (.pdf)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹89,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Mar 2026

Published

26 Mar 2026

Bid Opening

18 Apr 2026

Download Starts

26 Mar 2026

Download Ends

17 Apr 2026

Submission Starts

10 Apr 2026

Clarification Period

26 Mar 2026 - 10 Apr 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out soft/loose soil all as specified and as directed.
2Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m depth for foundation, etc., and getting out in soft/loose soil all as specified and as directed.
3Material and Labour for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils all as specified and as directed.
4Removing excavated soils not exceeding 1.5km but not exceeding 5km and depositing all as specified and as directed.
5Material and Labour for Sand filling under floors or in foundations including watering and consolidation all as specified and as directed.
6Material and Labour for Plain Cement Concrete Type D2, 1:4:8 mix (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete all as specified and as directed.
7Material and Labour for Plain Cement Concrete Type C2, 1:3:6 mix (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete all as specified and as directed.
8Material and Labour for providing Cement Concrete type B2, 1:2:4 mix using 40mm graded stone aggregate as in foundations, filling and mass concrete /coping complete all as specified and directed by Engineer-in -charge.
9Material and labour for Second class hard-wood 40mm clean sawn with butt joint all as specified and as directed.
10Material and Labour for preparation of new wood surface of any description, not otherwise described, over 10cm width or girth applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed.

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.56 MB

Work Item Documents

Tenderpdf2.pdf

Tender Documents • 1.27 MB

BOQ_848941.xls

BOQ • 0.35 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out soft/loose soil all as specified and as directed.
2Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m depth for foundation, etc., and getting out in soft/loose soil all as specified and as directed.
3Material and Labour for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils all as specified and as directed.
4Removing excavated soils not exceeding 1.5km but not exceeding 5km and depositing all as specified and as directed.
5Material and Labour for Sand filling under floors or in foundations including watering and consolidation all as specified and as directed.
6Material and Labour for Plain Cement Concrete Type D2, 1:4:8 mix (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete all as specified and as directed.
7Material and Labour for Plain Cement Concrete Type C2, 1:3:6 mix (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete all as specified and as directed.
8Material and Labour for providing Cement Concrete type B2, 1:2:4 mix using 40mm graded stone aggregate as in foundations, filling and mass concrete /coping complete all as specified and directed by Engineer-in -charge.
9Material and labour for Second class hard-wood 40mm clean sawn with butt joint all as specified and as directed.
10Material and Labour for preparation of new wood surface of any description, not otherwise described, over 10cm width or girth applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out soft/loose soil all as specified and as directed.

2Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m depth for foundation, etc., and getting out in soft/loose soil all as specified and as directed.

3Material and Labour for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils all as specified and as directed.

4Removing excavated soils not exceeding 1.5km but not exceeding 5km and depositing all as specified and as directed.

5Material and Labour for Sand filling under floors or in foundations including watering and consolidation all as specified and as directed.

6Material and Labour for Plain Cement Concrete Type D2, 1:4:8 mix (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete all as specified and as directed.

7Material and Labour for Plain Cement Concrete Type C2, 1:3:6 mix (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete all as specified and as directed.

8Material and Labour for providing Cement Concrete type B2, 1:2:4 mix using 40mm graded stone aggregate as in foundations, filling and mass concrete /coping complete all as specified and directed by Engineer-in -charge.

9Material and labour for Second class hard-wood 40mm clean sawn with butt joint all as specified and as directed.

10Material and Labour for preparation of new wood surface of any description, not otherwise described, over 10cm width or girth applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed.