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ADDITION / ALTERATION TO BUILDING NO P-73 (NAVIK INSTITUTE) AT COAST GUARD UNDER GE HADDO, SRI VIJAYA PURAM

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE Haddo Sri Vijaya Puram | South Andamans, Andaman And Nicobar Islands

Amount: ₹43.4 LCloses: 3 Nov 2026

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Timeline

Published14 Oct 2026
Submission Opens28 Oct 2026
Closes3 Nov 2026
Bid Opening5 Nov 2026

Tender Value

₹43.4 L

EMD Value

₹86,800

Closing Date

3 Nov 2026, 6:00 pm

Tender Inviting Organisation

Name

GE Haddo Sri Vijaya Puram

Address

GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102

Work Description

ADDITION / ALTERATION TO BUILDING NO P-73 (NAVIK INSTITUTE) AT COAST GUARD UNDER GE HADDO, SRI VIJAYA PURAM

Tender Information

Tender ID

2026_MES_793948_1

Reference Number

8399/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

GE Haddo Sri Vijaya Puram

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Class D and Category a(i)

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Application on letter pad (.pdf)

RequiredScanned copy of DD or Bankers Cheque in favour of GE Haddo payable at Sri Vijaya Puram (.pdf)

RequiredScanned copy of Enlistment letter in MES with details of Class and Category (.pdf)

RequiredScanned copies of EPF code Number and GST registration (.pdf)

RequiredScanned copy of EMD if applicable (.pdf)

RequiredScanned copy of documents required for unenlisted contractor as per NIT (.pdf)

RequiredScanned copy of residual work in hand on letter head as per NIT (.pdf)

RequiredScanned copy of affidavit on non judicial stamp paper stating that no Govt dues/recovery is outstand (.pdf)

Finance

RequiredBOQ Schedule of Works (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE Haddo

EMD Fee Amount

₹86,800

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

5 Nov 2026

Download Starts

14 Oct 2026

Download Ends

3 Nov 2026

Submission Starts

28 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (121 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Taking down chowkhat with shutters (without taking off shutters from the frame) area n exc 1.5 Sqm each all as specified and directed.	3	Each	-	-
2	Taking down chowkhat with shutters (without taking off shutters from the frame) area exc 1.5 Sqm and n exc 4 Sqm each all as specified and directed.	2	Each	-	-
3	Demolition of (unreinforced) cement concerete in ground floors and paving not exceeding 15 cm thickness (below or above GL) etc, complete all as specified and as directed.	6.72	Cum	-	-
4	M&L for providing PCC 1:3:6 type C2 (using 40mm graded stone agg) as in plinth protection 75 mm thick finished over and smooth without using extra cement etc all as specified and directed.	18.6	Sqm	-	-
5	M&L PCC (1:4:8) type D2 using 40mm graded stone aggregate as in 75mm thick as in sub base complete all as specified & directed by Engineer-in-Charge.	14.7	Sqm	-	-
6	M&L for 25 mm thick plain cement concrete 1:2:4 type B0 using 12.5 mm graded stone aggregate as in sub base for floors all as specified and directed.	168.75	Sqm	-	-
7	M&L for plain cement concrete 1:4:8 type D2, using 40mm graded stone aggregate in foundation, filling, mass concrete, levelling courses and sub bases etc, including demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thick above or below ground level all as specified and directed.	0.4	Cum	-	-
8	M&L PCC 1:2:4 type B2 (40mm grade stone agg) as in cement concrete in surface channel and drain, including demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thick above or below ground level all as specified and directed.	0.45	Cum	-	-
9	Material and labour for providing Plain Cement Concrete (1:2:4) type B1 using 20 mm graded aggregate as in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, coping, kneelers, apex stones etc water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work, including demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thick above or below ground level all as specified and directed.	1.85	Cum	-	-
10	M&L for pre-cast cement concrete solid block masonry, exc 10cm width, blocks cast in PCC 1:3:6 type C1, using 20mm graded stone aggregate, set in CM 1:6, including demolition of brickwork or stone / boulder masonry, built in lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles etc, complete all as specified and directed.	6.2	Cum	-	-

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 • 0.31 MB

Work Item Documents

BOQ_890422.xls

BOQ • 1.67 MB

8399Tender.pdf

Tender Documents • 1.13 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Taking down chowkhat with shutters (without taking off shutters from the frame) area n exc 1.5 Sqm each all as specified and directed.

Each

Taking down chowkhat with shutters (without taking off shutters from the frame) area exc 1.5 Sqm and n exc 4 Sqm each all as specified and directed.

Each

Demolition of (unreinforced) cement concerete in ground floors and paving not exceeding 15 cm thickness (below or above GL) etc, complete all as specified and as directed.

6.72

Cum

M&L for providing PCC 1:3:6 type C2 (using 40mm graded stone agg) as in plinth protection 75 mm thick finished over and smooth without using extra cement etc all as specified and directed.

18.6

Sqm

M&L PCC (1:4:8) type D2 using 40mm graded stone aggregate as in 75mm thick as in sub base complete all as specified & directed by Engineer-in-Charge.

14.7

Sqm

M&L for 25 mm thick plain cement concrete 1:2:4 type B0 using 12.5 mm graded stone aggregate as in sub base for floors all as specified and directed.

168.75

Sqm

M&L for plain cement concrete 1:4:8 type D2, using 40mm graded stone aggregate in foundation, filling, mass concrete, levelling courses and sub bases etc, including demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thick above or below ground level all as specified and directed.

0.4

Cum

M&L PCC 1:2:4 type B2 (40mm grade stone agg) as in cement concrete in surface channel and drain, including demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thick above or below ground level all as specified and directed.

0.45

Cum

Material and labour for providing Plain Cement Concrete (1:2:4) type B1 using 20 mm graded aggregate as in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, coping, kneelers, apex stones etc water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work, including demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thick above or below ground level all as specified and directed.

1.85

Cum

M&L for pre-cast cement concrete solid block masonry, exc 10cm width, blocks cast in PCC 1:3:6 type C1, using 20mm graded stone aggregate, set in CM 1:6, including demolition of brickwork or stone / boulder masonry, built in lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles etc, complete all as specified and directed.

6.2

Cum