Tender ID

DEFPROC

Active

Works

Civil Works

PROVN OF RETAINING WALL NEAR P-238 IN EME STATIC WKSP UNDER GE MINNIEBAY, SRI VIJAYA PURAM

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

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

Amount: ₹43.5 LCloses: 28 Nov 2026

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Timeline

Published7 Nov 2026
Submission Opens21 Nov 2026
Closes28 Nov 2026
Bid Opening30 Nov 2026

Tender Value

₹43.5 L

EMD Value

₹87,000

Closing Date

28 Nov 2026, 6:00 pm

Tender Inviting Organisation

Name

GE, Minniebay, Sri Vijaya Puram

Address

GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103

Work Description

89074/E8- PROVN OF RETAINING WALL NEAR P-238 IN EME STATIC WKSP UNDER GE MINNIEBAY, SRI VIJAYA PURAM

Tender Information

Tender ID

2026_MES_797809_1

Reference Number

8907/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

GE, Minniebay, Sri Vijaya Puram

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

13 documents required · 13 mandatory

Fee/PreQual/Technical

RequiredApplication for issue of tender (.pdf)

RequiredTender Fee (.pdf)

RequiredEnlistment letter (.pdf)

RequiredEligibility Criteria documents for Un enlisted Contractors as per NIT (.pdf)

RequiredAffidavit for No recovery due and No ban imposed (.pdf)

RequiredEmployees provident Fund Code No (.pdf)

RequiredGST Tax Registration No (.pdf)

RequiredUndertaking for Exemption from EMD (.pdf)

RequiredResidual work load as on date of submission of bid as per Para Note 1 or 2 of NIT (.pdf)

RequiredESIC Registration (.pdf)

RequiredAffidavit for No ban in another Zone / Command and declaration and No ban of Sister Concern Firm (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTender Documents (.pdf)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

GE, Minniebay

EMD Fee Amount

₹87,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Nov 2026

Published

7 Nov 2026

Bid Opening

30 Nov 2026

Download Starts

7 Nov 2026

Download Ends

28 Nov 2026

Submission Starts

21 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (19 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation over areas n.exc. 1.5 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.	302.4	Cum	450	₹1,36,080
2	Excavation over areas exc. 1.5 m n. exc 3.0 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.	43.2	Cum	608.7	₹26,295.84
3	Removing Excavated soils not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.	169.34	Cum	320.4	₹54,257.82
4	Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and directed by Engineer-in-Charge.	76.26	Cum	139.1	₹10,607.21
5	M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete including necessary formwork complete all as specified and directed by Engineer-in-Charge.	33.84	Cum	5,483.1	₹1,85,548.1
6	M&L for Reinforced cement concrete M-30 Nominal mix using 20 mm graded stone aggregate as 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 by Engineer-in-Charge.	80.64	Cum	7,721.87	₹6,22,691.6
7	M & L for Reinforced cement concrete M-30 Nominal Mix, using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like, any thickness above top of footings including attached pilasters and buttresses etc complete all as specified and directed by Engineer-in-Charge.	65.52	Cum	8,240.42	₹5,39,912.32
8	Formwork for rough finished surface of concrete to flat sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter etc, complete all as specified and directed by Engineer in charge	57.6	Sqm	316.72	₹18,243.07
9	Formwork for rough finished surface of concrete to flat faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc., vertical or to batter, complete all as specified and directed by Engineer in charge	446.4	Sqm	493.55	₹2,20,320.72
10	M&L for TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.	8,141.04	Kg	82.6	₹6,72,449.9

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 • 0.32 MB

Work Item Documents

8907TENDER.pdf

Tender Documents • 1.08 MB

BOQ_894962.xls

BOQ • 0.26 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation over areas n.exc. 1.5 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

302.4

Cum

450

₹1,36,080

Excavation over areas exc. 1.5 m n. exc 3.0 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

43.2

Cum

608.7

₹26,295.84

Removing Excavated soils not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.

169.34

Cum

320.4

₹54,257.82

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and directed by Engineer-in-Charge.

76.26

Cum

139.1

₹10,607.21

M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete including necessary formwork complete all as specified and directed by Engineer-in-Charge.

33.84

Cum

5,483.1

₹1,85,548.1

M&L for Reinforced cement concrete M-30 Nominal mix using 20 mm graded stone aggregate as 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 by Engineer-in-Charge.

80.64

Cum

7,721.87

₹6,22,691.6

M & L for Reinforced cement concrete M-30 Nominal Mix, using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like, any thickness above top of footings including attached pilasters and buttresses etc complete all as specified and directed by Engineer-in-Charge.

65.52

Cum

8,240.42

₹5,39,912.32

Formwork for rough finished surface of concrete to flat sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter etc, complete all as specified and directed by Engineer in charge

57.6

Sqm

316.72

₹18,243.07

Formwork for rough finished surface of concrete to flat faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc., vertical or to batter, complete all as specified and directed by Engineer in charge

446.4

Sqm

493.55

₹2,20,320.72

M&L for TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

8,141.04

82.6

₹6,72,449.9