Tender ID

DEFPROC

Active

Works

Civil Works

PROVN OF ONE SENTRY POST AT MAIN GATE OF 617 (I) AD BDE AT STATION HQ COMPLEX UNDER GE (A) BARODA.

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE ARMY BARODA | Vadodara, Gujarat

Amount: ₹1.9 LCloses: 16 Nov 20267d left

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Timeline

Published26 Oct 2026
Submission Opens10 Nov 2026
Closes16 Nov 2026
Bid Opening17 Nov 2026

Tender Value

₹1.9 L

EMD Value

₹3,700

Closing Date

16 Nov 2026, 6:00 pm7d left

Tender Inviting Organisation

Name

Harikesh Meena EE

Address

Opp Akashwani, Makarpura road PO-ONGC Baroda-390009

Work Description

As per BOQ

Tender Information

Tender ID

2026_MES_795586_1

Reference Number

8142

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

60 days

Location

GE ARMY BARODA

Source Website

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Eligibility / Pre-Qualification

As per tender documents

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredApplication for tender on Firms letterhead. (.pdf)

RequiredEnlistment letter issued by the Registering Authority duly renewed for the cycle period in vogue. (.pdf)

RequiredScanned copy of DD/Bankers Cheque toward cost of tender and EMD instrument (.pdf)

RequiredPermanent Employee Provident Fund Certificate. (.pdf)

RequiredPermanent GST registration number of firm. (.pdf)

RequiredOne Time Verification letter OR Any other documents required as described in appendix of NIT (.pdf)

RequiredAs per NIT note (a), One class below shall submit details of works in hand showing names of work (.pdf)

Finance

RequiredPrice Bid BOQ (.xls)

RequiredTender documents including corrigendum where applicable (Except BOQ) (.pdf)

Fee & Financial Details

Tender Fee Amount

₹300

Tender Fee Payable To

GE ARMY BARODA

EMD Fee Amount

₹3,700

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Oct 2026

Published

26 Oct 2026

Bid Opening

17 Nov 2026

Download Starts

26 Oct 2026

Download Ends

16 Nov 2026

Submission Starts

10 Nov 2026

Clarification Period

26 Oct 2026 - 9 Nov 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (35 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in trenches n exc 1.5m depth & 1.5m wide getting out in soft/loose soil.	11.34	Cum	-	-
2	M&L cement concrete type D2 1:4:8(using 40 mm graded stone aggregate) in foundations, filling and mass concrete.	0.32	Cum	-	-
3	M&L for RCC 1:2:4 type B0 (12.5 mm graded stone aggregate) foundations, including raft footings foundation beam, plinth beams, base of column, pillars and mass concrete etc	0.88	Cum	-	-
4	M&L for RCC 1:2:4 type B0 (12.5 mm graded stone aggregate) columns, pillars, piers, posts and struts etc.	1.15	Cum	-	-
5	M&L for RCC 1:2:4 type B0 (12.5 mm graded stone aggregate) Beams, cantilevers, bressummers, lintels over 1.5m span	0.58	Cum	-	-
6	M&L for RCC work 1:2:4, type B1, using 20mm graded stone aggregate as in Roof Slab.	0.38	Cum	-	-
7	M & L Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.	254.85	Kg	-	-
8	M & L Mild steel TMT bars 5mm dia and over up to and including 10 mm dia in stirrups space and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing.	104.98	Kg	-	-
9	Used and waste of formwork to sides of concrete in foundation footings bases of columns, rafts and beams, sides and soffits (if any) of foundation of flat rough finished surfaces of concrete.	8	Sqm	-	-
10	Same as per item No 9 above but sides of columm,pillars etc.	1.87	Sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.16 MB

Work Item Documents

BOQ_892334.xls

BOQ • 0.83 MB

Tenderpages8141.pdf

Tender Documents • 0.57 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in trenches n exc 1.5m depth & 1.5m wide getting out in soft/loose soil.

11.34

Cum

M&L cement concrete type D2 1:4:8(using 40 mm graded stone aggregate) in foundations, filling and mass concrete.

0.32

Cum

M&L for RCC 1:2:4 type B0 (12.5 mm graded stone aggregate) foundations, including raft footings foundation beam, plinth beams, base of column, pillars and mass concrete etc

0.88

Cum

M&L for RCC 1:2:4 type B0 (12.5 mm graded stone aggregate) columns, pillars, piers, posts and struts etc.

1.15

Cum

M&L for RCC 1:2:4 type B0 (12.5 mm graded stone aggregate) Beams, cantilevers, bressummers, lintels over 1.5m span

0.58

Cum

M&L for RCC work 1:2:4, type B1, using 20mm graded stone aggregate as in Roof Slab.

0.38

Cum

M & L Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.

254.85

M & L Mild steel TMT bars 5mm dia and over up to and including 10 mm dia in stirrups space and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing.

104.98

Used and waste of formwork to sides of concrete in foundation footings bases of columns, rafts and beams, sides and soffits (if any) of foundation of flat rough finished surfaces of concrete.

Sqm

Same as per item No 9 above but sides of columm,pillars etc.

1.87

Sqm