Tender ID

DEFPROC

Active

Works

Civil Works

PROVN OF VIEW CUTTER AT ADM SITE AT AF STN BHOWALI

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

AGE (I) (AF) BHOWALI | Nainital, Uttarakhand

Amount: ₹43.7 LCloses: 10 Nov 2026Due tomorrow

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Timeline

Published22 Oct 2026
Submission Opens5 Nov 2026
Closes10 Nov 2026
Bid Opening18 Nov 2026

Tender Value

₹43.7 L

EMD Value

₹87,400

Closing Date

10 Nov 2026, 6:00 pmDue tomorrow

Tender Inviting Organisation

Name

CWE (AF) BAREILLY

Address

HQ Commander Works Engineers (AF) Military Engineer Services Bareilly 243002

Work Description

As described in BOQ

Tender Information

Tender ID

2026_MES_795100_1

Reference Number

81692/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

AGE (I) (AF) BHOWALI

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per NIT

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredApplication for issue of tender on letter head of firm (.pdf)

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

RequiredScanned copy of DD /Bankers Cheque of requisite amount toward cost of tender as mentioned in NIT. (.pdf)

RequiredScanned copy of GST and EPF Registration certificate (.pdf)

RequiredScanned copy EMD instrument for un-enlisted contractor as per notice inviting tender. (.pdf)

RequiredUn-enlisted bidders shall upload all documents required as per notice inviting tender. (.pdf)

RequiredAny other document as described in notice inviting tender. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

AGE (I) (AF) BHOWALI

EMD Fee Amount

₹87,400

Important Dates

Last Activity

22 Oct 2026

Published

22 Oct 2026

Bid Opening

18 Nov 2026

Download Starts

22 Oct 2026

Download Ends

10 Nov 2026

Submission Starts

5 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (28 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	S&F mild steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St. 240 as in frame work for sun shade, roof projection and vertical section etc complete all as specified and directed.	6,235.86	Kg	-	-
2	S&F for Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) conforming Fe 410-W(Gde-E-250 Quality-A) complete all as specified and directed.	6,920.85	Kg	-	-
3	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 25 cm and getting out in any type of soil complete all as specified and directed.	215	Each	-	-
4	M&L PCC Type C-2, 1:3:6 (40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.	43	Cum	-	-
5	M&L for preparation of new steel or iron surfaces of any descreption over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.	573.79	Sqm	-	-
6	S & F Pre-painted galvalume aluminium zinc GI based profile pattern steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. Note:- 1. The Pre-printed galvalume aluminium zinc GI based profile pattern 2. Rate includes for make to shape in any curvature, radius or angle as directed by Engr-in-charge.	430	Sqm	-	-
7	M&L for Mild steel TMT bars 5mm dia and over upto and including 10mm dia cut to length, bent to shape required including cranking, bending spirally and binding for hooping for column , hooking end and binding with and including mild steel wire (annealed) not less than 0.90 mm dia, etc in strriups, spaces, nibs and binders complete all as specified and directed.	100	Kg	-	-
8	M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally and binding for hooping for column , hooking end and binding with and including mild steel wire (annealed) not less than 0.90 mm dia, etc complete all as specified and directed.	250	Kg	-	-
9	M & L for use and waste of formwork to sides and soffits of floor or roof beam, beam hauchings, bands, girders, bressummers, lintels, etc for fair finish surfacecs complete all as specified and directed.	5	Sqm	-	-
10	M & L for use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions for finished fair surfaces complete all as specified and directed.	10	Sqm	-	-

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 • 0.68 MB

Work Item Documents

81692Tender22Oct2026.pdf

Tender Documents • 15.47 MB

BOQ_891744.xls

BOQ • 1.77 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

S&F mild steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St. 240 as in frame work for sun shade, roof projection and vertical section etc complete all as specified and directed.

6,235.86

S&F for Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) conforming Fe 410-W(Gde-E-250 Quality-A) complete all as specified and directed.

6,920.85

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 25 cm and getting out in any type of soil complete all as specified and directed.

215

Each

M&L PCC Type C-2, 1:3:6 (40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.

Cum

M&L for preparation of new steel or iron surfaces of any descreption over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

573.79

Sqm

S & F Pre-painted galvalume aluminium zinc GI based profile pattern steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. Note:- 1. The Pre-printed galvalume aluminium zinc GI based profile pattern 2. Rate includes for make to shape in any curvature, radius or angle as directed by Engr-in-charge.

430

Sqm

M&L for Mild steel TMT bars 5mm dia and over upto and including 10mm dia cut to length, bent to shape required including cranking, bending spirally and binding for hooping for column , hooking end and binding with and including mild steel wire (annealed) not less than 0.90 mm dia, etc in strriups, spaces, nibs and binders complete all as specified and directed.

100

M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally and binding for hooping for column , hooking end and binding with and including mild steel wire (annealed) not less than 0.90 mm dia, etc complete all as specified and directed.

250

M & L for use and waste of formwork to sides and soffits of floor or roof beam, beam hauchings, bands, girders, bressummers, lintels, etc for fair finish surfacecs complete all as specified and directed.

Sqm

M & L for use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions for finished fair surfaces complete all as specified and directed.

Sqm