Tender ID

DEFPROC

Active

Works

Civil Works

81302/E8 CONSULTANCY SERVICE FOR DEMOLITION OF STORE HOUSE (P-37) AND RE-COSTRUCTION OF G2 CONFIGURATION STRUCTURE AS STORE HOUSE AT MO (PBR) UNDER GE HADDO, SRI VIJAYA PURAM.

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE Haddo | South Andamans, Andaman And Nicobar Islands

Amount: ₹15.0 LCloses: 14 Nov 20262 Nov 20264d left

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Timeline

Published13 Oct 2026
Submission Opens27 Oct 2026
Closes14 Nov 20262 Nov 2026
Bid Opening21 Nov 20269 Nov 2026

Corrigenda

Corrigendum

4 updatesLatest on 9 Nov 2026Submission Ends:2 Nov 202614 Nov 2026

Date changes

Download Ends2 Nov 202614 Nov 2026Submission Ends2 Nov 202614 Nov 2026Bid Opening9 Nov 202621 Nov 2026

Tender Value

₹15.0 L

EMD Value

₹30,060

Closing Date

14 Nov 2026, 6:00 pm4d left

Tender Inviting Organisation

Name

Col Alex Antony Commander Works Engineer

Address

HEADQUARTER Commander Works Engineer Military Engineer Services Minniebay, Junglighat (PO) Sri Vijaya Puram-744 103

Work Description

81302/E8 CONSULTANCY SERVICE FOR DEMOLITION OF STORE HOUSE (P-37) AND RE-COSTRUCTION OF G2 CONFIGURATION STRUCTURE AS STORE HOUSE AT MO (PBR) UNDER GE HADDO, SRI VIJAYA PURAM.

Tender Information

Tender ID

2026_MES_793526_1

Reference Number

81302/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

GE Haddo

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScanned copy of application on firm letter head for bid opening along with tender fee. (.pdf)

RequiredScanned copy of valid enlistment letter issued by MES authorities. (.pdf)

RequiredScanned copy of GST registration. (.pdf)

RequiredScanned copy of EPF registration. (.pdf)

RequiredScanned copy of ESIC registration. (.pdf)

RequiredAffidavit for non-ban of issue of tender by any authority and declaration of sister concern firm. (.pdf)

RequiredFor un-enlisted contractor, documents required as described in Appendix A to NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE Haddo

EMD Fee Amount

₹30,060

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Nov 2026

Published

13 Oct 2026

Bid Opening

21 Nov 2026

Download Starts

13 Oct 2026

Download Ends

14 Nov 2026

Submission Starts

27 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (21 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	M&L for mobilization of plants and equipments including man and materials required at site of soil investigation, setting of boring/ drilling as required and demobilization of plants and equipments on completion of work etc with and including conveyance of sample collected to testing lab as required for the purpose of testing complete all as specified and directed.	1	Each Job	258.5	₹258.5
-	M&L for shifting of men, material and equipment from one bore to another bore hole location and setting of boring/ drilling rig as required complete all as specified and directed.	1	Each	383.7	₹383.7
-	M&L for boring 150mm bore holes to any depth through following type of strata of soil complete all as specified and directed :-	-	-	-	-
3.1	Any type of soil	24	RM	675	₹16,200
3.2	Soft Rock	4	RM	675	₹2,700
3.3	Hard Rock	2	RM	675	₹1,350
4	M&L for collection of soil sample and carryout standard penetration test (SPT) as per IS 2131 upto 3.0m at 0.50m interveals, 3.00 to 15.00M at 1.00M interval or at any change of strata in 100mm bore thin walled tube including waxing, sealing, packing complete all as specified and directed.	40	Each	675	₹27,000
-	M&L for conducting necessary tests on all collection of DS/UDS/SPT samples which includes the determination of the following tests complete all as specified and directed :- (i) Shrinkage limits (ii) Atterberg Limits (iii) Natural moisture contents (iv) wet and dry density (v) Particle size (Soil grain size) (vi) Consolidation test (vii) Triaxial shear test (viii) Direct Shear permeability test (ix) Specific gravity (x) Crushing strength of rock sample (xi) Testing of water Sample (including PH determination) (xii) Free swell index (xiii) Soluble Salt contents (Chloride & Sulphate) (xiv) Permeability test (xv) Shear strength (unconfined compression) (xvi) Liquefication analysis test.	2	Each	139.1	₹278.2
-	Excavation of trial pit up to 3.0 m depth having size 1.20m x 1.20 m for collecting 03 nos UDS sample including the test complete all as specified and directed :- (i) Atterberg Limits (ii) Natural Moisture contents (iii) wt and dry density (iv) Particle size (Soil grain size) (v) Triaxial shear test or direct sheat rest (vi) Specific gravity (vii) Free swell index.	1	Each Job	320.4	₹320.4
-	M&L for compilation of data and preparation and submission of report in 04 copies containing NSBC, SBC, Settlement test result, graph chart calculation etc and recommendation for both shallow and deep foundation and strip footing for retaining wall (for SBC should be worked out for different size of footing at min three depth viz 1.50m, 2.0m, 2.50m and for deep foundation recommendation of pile of dia 500mm, 600mm and 750mm shall be provided with length of 5m and increment of every 1M till 12M depth complete all as specified and directed.	1	Each Job	1,974.3	₹1,974.3

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 • 0.67 MB

Work Item Documents

Tender81302.pdf

Tender Documents • 0.85 MB

BOQ_889986.xls

BOQ • 0.24 MB

Corrigendum Documents

OtherCorrigendum81302.pdf

PDF • 0.16 MB

BOQandAmdtCorrigendum81302.pdf

PDF • 0.16 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

M&L for mobilization of plants and equipments including man and materials required at site of soil investigation, setting of boring/ drilling as required and demobilization of plants and equipments on completion of work etc with and including conveyance of sample collected to testing lab as required for the purpose of testing complete all as specified and directed.

Each Job

258.5

₹258.5

M&L for shifting of men, material and equipment from one bore to another bore hole location and setting of boring/ drilling rig as required complete all as specified and directed.

Each

383.7

₹383.7

M&L for boring 150mm bore holes to any depth through following type of strata of soil complete all as specified and directed :-

3.1

Any type of soil

675

₹16,200

3.2

Soft Rock

675

₹2,700

3.3

Hard Rock

675

₹1,350

M&L for collection of soil sample and carryout standard penetration test (SPT) as per IS 2131 upto 3.0m at 0.50m interveals, 3.00 to 15.00M at 1.00M interval or at any change of strata in 100mm bore thin walled tube including waxing, sealing, packing complete all as specified and directed.

Each

675

₹27,000

M&L for conducting necessary tests on all collection of DS/UDS/SPT samples which includes the determination of the following tests complete all as specified and directed :- (i) Shrinkage limits (ii) Atterberg Limits (iii) Natural moisture contents (iv) wet and dry density (v) Particle size (Soil grain size) (vi) Consolidation test (vii) Triaxial shear test (viii) Direct Shear permeability test (ix) Specific gravity (x) Crushing strength of rock sample (xi) Testing of water Sample (including PH determination) (xii) Free swell index (xiii) Soluble Salt contents (Chloride & Sulphate) (xiv) Permeability test (xv) Shear strength (unconfined compression) (xvi) Liquefication analysis test.

Each

139.1

₹278.2

Excavation of trial pit up to 3.0 m depth having size 1.20m x 1.20 m for collecting 03 nos UDS sample including the test complete all as specified and directed :- (i) Atterberg Limits (ii) Natural Moisture contents (iii) wt and dry density (iv) Particle size (Soil grain size) (v) Triaxial shear test or direct sheat rest (vi) Specific gravity (vii) Free swell index.

Each Job

320.4

₹320.4

M&L for compilation of data and preparation and submission of report in 04 copies containing NSBC, SBC, Settlement test result, graph chart calculation etc and recommendation for both shallow and deep foundation and strip footing for retaining wall (for SBC should be worked out for different size of footing at min three depth viz 1.50m, 2.0m, 2.50m and for deep foundation recommendation of pile of dia 500mm, 600mm and 750mm shall be provided with length of 5m and increment of every 1M till 12M depth complete all as specified and directed.

Each Job

1,974.3

₹1,974.3