Tender ID

DEFPROC

Active

Works

Civil Works - Others

ADDN ALTN OF WEATHER SHED FOR PRAYAG VIHAR OMQ RAIN SHELTER NEAR BLDG NO P 64 AND PROVISION OF CERTAIN WORKS SERVICES AT POL STORES AT AF STN BAMRAULI UNDER GE AF BAMRAULI

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE (AF) Bamrauli | Prayagraj, Uttar Pradesh

Amount: ₹27.6 LCloses: 23 Nov 2026

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Timeline

Published3 Nov 2026
Submission Opens18 Nov 2026
Closes23 Nov 2026
Bid Opening25 Nov 2026

Tender Value

₹27.6 L

EMD Value

₹55,500

Closing Date

23 Nov 2026, 6:00 pm

Tender Inviting Organisation

Name

GE (AF) Bamrauli

Address

GE (AF) Bamrauli

Work Description

ADDN ALTN OF WEATHER SHED FOR PRAYAG VIHAR OMQ RAIN SHELTER NEAR BLDG NO P 64 AND PROVISION OF CERTAIN WORKS SERVICES AT POL STORES AT AF STN BAMRAULI UNDER GE AF BAMRAULI

Tender Information

Tender ID

2026_MES_796979_1

Reference Number

8116/E8

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Works

Period of Work

180 days

Location

GE (AF) Bamrauli

Source Website

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Eligibility / Pre-Qualification

Please refer tender documents

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredScanned copy of enlistment letter in MES and application on letter head of the firm (.pdf)

RequiredScanned copy of cost of tender fees DD (.pdf)

RequiredFor unenlisted firm scanned copy of document meeting enlistment criteria as per NIT (.pdf)

RequiredUpload copy of provident fund code registration number (.pdf)

RequiredUpload GST registration number and GST certificate (.pdf)

RequiredOne class below bidder shall upload work load (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE (AF) Bamrauli

EMD Fee Amount

₹55,500

Important Dates

Last Activity

3 Nov 2026

Published

3 Nov 2026

Bid Opening

25 Nov 2026

Download Starts

3 Nov 2026

Download Ends

23 Nov 2026

Submission Starts

18 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (57 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface, complete all as specified and directed.	12	Each	-	-
2	Excavation in trenches n.exc 1.5m wide and n.exc 1.5m depth for foundation etc and getting out in soft/loose soil, complete all as specified and directed.	5.04	Cum	-	-
3	M&L for cutting openings, through brick walls for door, window and other openings or enlarging existing openings. converting window into door openings, etc. or cutting out defective brick work for under-pinning, including providing, fixing and removing shoring, cleaning and stacking bricks, removing surplus serviceable bricks, hard-core, etc.. to store and rubbish not exc. 50m, complete all as specified and directed.	0.12	Cum	-	-
4	M&L for Cement concrete in foundations, filling and mass-concrete type B2 type 1:2:4 (using 40mm graded crushed stone aggregates), complete all as specified and directed.	3.89	Cum	-	-
5	M&L for PCC 1:4:8 type D2 (Using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete, complete all as specified and directed.	0.95	Cum	-	-
6	M&L for brick work in cm 1:6 straight on curved on plan exc 6m mean radius using sub class 'B' brick, complete all as specified and directed.	11.42	Cum	-	-
7	M&L for rendering 15mm thick in cement plaster 1:4 on surfaces other than fair faces of brick work and surface finished even and fair, complete all as specified and directed.	12.6	Sqm	-	-
8	M&L for hard core of gauge n.exc 63mm deposited spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surface using broken stone/boulders, complete all as specified and directed.	2	Cum	-	-
9	M&L for PCC 1:2:4 type B2 (Using 40mm graded crushed stone aggregates) 100mm thick as in floor laid in panels and finished top even and fair without using extra cement, complete all as specified and directed.	84	Sqm	-	-
10	M&L for Forming Contraction (Dummy)joints 65mm deep x 10mm wide,filled with sealing compound, complete all as specified and directed.	5	10 RM	-	-

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 • 0.50 MB

Work Item Documents

Tender.pdf

Tender Documents • 1.44 MB

BOQ_893951.xls

BOQ • 0.28 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface, complete all as specified and directed.

Each

Excavation in trenches n.exc 1.5m wide and n.exc 1.5m depth for foundation etc and getting out in soft/loose soil, complete all as specified and directed.

5.04

Cum

M&L for cutting openings, through brick walls for door, window and other openings or enlarging existing openings. converting window into door openings, etc. or cutting out defective brick work for under-pinning, including providing, fixing and removing shoring, cleaning and stacking bricks, removing surplus serviceable bricks, hard-core, etc.. to store and rubbish not exc. 50m, complete all as specified and directed.

0.12

Cum

M&L for Cement concrete in foundations, filling and mass-concrete type B2 type 1:2:4 (using 40mm graded crushed stone aggregates), complete all as specified and directed.

3.89

Cum

M&L for PCC 1:4:8 type D2 (Using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete, complete all as specified and directed.

0.95

Cum

M&L for brick work in cm 1:6 straight on curved on plan exc 6m mean radius using sub class 'B' brick, complete all as specified and directed.

11.42

Cum

M&L for rendering 15mm thick in cement plaster 1:4 on surfaces other than fair faces of brick work and surface finished even and fair, complete all as specified and directed.

12.6

Sqm

M&L for hard core of gauge n.exc 63mm deposited spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surface using broken stone/boulders, complete all as specified and directed.

Cum

M&L for PCC 1:2:4 type B2 (Using 40mm graded crushed stone aggregates) 100mm thick as in floor laid in panels and finished top even and fair without using extra cement, complete all as specified and directed.

Sqm

M&L for Forming Contraction (Dummy)joints 65mm deep x 10mm wide,filled with sealing compound, complete all as specified and directed.

10 RM