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SPECIAL REPAIR TO EM BR NATURE WORK TO BLDG NO P-124 AT AFS HASIMARA UNDER GE AF HASIMARA

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

HASIMARA | Alipurduar, West Bengal

Amount: ₹56.8 LCloses: 27 Oct 2026

Timeline

Published29 Sept 2026
Submission Opens21 Oct 2026
Closes27 Oct 2026
Bid Opening3 Nov 2026

Tender Value

₹56.8 L

EMD Value

₹1.1 L

Closing Date

27 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

CWE (AF) BAGDOGRA

Address

Commander Works Engineers (AF) Bagdogra Bagdogra Airport (WB) Pin- 734 421 Tele 0353 - 2698308

Work Description

SPECIAL REPAIR TO EM BR NATURE WORK TO BLDG NO P-124 AT AFS HASIMARA UNDER GE AF HASIMARA

Tender Information

Tender ID

2026_MES_791582_1

Reference Number

8695/HAS/2026-27/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

270 days

Location

HASIMARA

Source Website

Subscribe to view

Eligibility / Pre-Qualification

MES Contractor enlisted as Class C category a(i) having deposited Standing Security of Rs 1,14,000.00 with dept. Contractors not enlisted in MES should meet the MES enlistment criteria corresponding to appropriate class and category.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical

RequiredScanned copy of application on letter head of firm requesting for issue of tender. (.pdf)

RequiredScanned copy of cost of tender in the form of DD or BC for Rs 1000.00 in favour of GE AF HASIMARA. (.pdf)

RequiredScanned copy of Enlistment letter in MES, Scanned copy of GST REGISTRATION NO. (.pdf)

RequiredScanned copy of Provident Fund Code Number allotted by Employees Provident Fund Organization. (.pdf)

RequiredScanned copy of Schedule Credit duly quoted. (.pdf)

RequiredFor Un-enlisted Contractors scanned copy of docs meeting MES enlistment criteria for Class c cat a(i (.pdf)

RequiredFor Unenlisted contractors Affidavit for No recovery outstanding in any Govt Dept. (.pdf)

RequiredScanned copy of Earnest Money Deposit for unenlisted contractors. (.pdf)

RequiredScanned copy of police verification report or valid passport for un-enlisted contractors. (.pdf)

Finance

RequiredBOQ or Price Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

GE (AF) HASIMARA

EMD Fee Amount

₹1.1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

3 Nov 2026

Download Starts

29 Sept 2026

Download Ends

27 Oct 2026

Submission Starts

21 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (91 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	M&L for Plain Cement Concrete Type C2 1:3:6 (using 20 mm graded stone aggregate) in surface channels and drains complete all as specified and directed.	5	Cum	-	-
2	Supply only liquid water proofing compound complete all as specified.	10.82	Ltr	-	-
3	M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan n.exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed.	5	Cum	-	-
4	Taking down chowkhats or frames area exc. 1.50 Sqm but not exc. 4.00 Sqm each with shutters complete all as specified and directed.	12	Each	-	-
5	S&F in repairs Aluminium (Die cast) body Door closer hydraulically regulated, designation No 3, universal type, suitable for door shutters of 851 to 1000 mm in width of and of weight between 61 to 80 Kg. (extruded section) complete all as specified and directed.	18	Each	-	-
6	Supply and fix Double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed complete all as specified and directed.	2	Each	-	-
7	S & F Mild steel work in framed work such as grills, gratings, framed guard bars, ladders etc., with ends of bars shouldered and/ or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tank and similar work confirming to Fe-290 Gde E-165 Complete all as specified and as directed by Engr-in-Charge.	500	Kg.	-	-
8	S&F Powder coated aluminium frame (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge.	250	Kg	-	-
9	M&L 75 mm thick, PCC 1:3:6, type C-2 (using 40 mm graded crushed stone aggregate) as plinth protection finished even and smooth without using extra cement Construction joints to be given at every 3M interval and Corners of buildings and filled with bituminous mastic or equivalent filler complete all as specified and directed.	100	SQM	-	-
10	M&L 75 mm thick, PCC 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate) as in sub floor, sub base of floor, etc complete all as specified and directed.	50	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 • 0.38 MB

Work Item Documents

8695Tenderdocuments.pdf

Tender Documents • 2.10 MB

BOQ_887480.xls

BOQ • 0.43 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

M&L for Plain Cement Concrete Type C2 1:3:6 (using 20 mm graded stone aggregate) in surface channels and drains complete all as specified and directed.

Cum

Supply only liquid water proofing compound complete all as specified.

10.82

Ltr

M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan n.exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed.

Cum

Taking down chowkhats or frames area exc. 1.50 Sqm but not exc. 4.00 Sqm each with shutters complete all as specified and directed.

Each

S&F in repairs Aluminium (Die cast) body Door closer hydraulically regulated, designation No 3, universal type, suitable for door shutters of 851 to 1000 mm in width of and of weight between 61 to 80 Kg. (extruded section) complete all as specified and directed.

Each

Supply and fix Double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed complete all as specified and directed.

Each

S & F Mild steel work in framed work such as grills, gratings, framed guard bars, ladders etc., with ends of bars shouldered and/ or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tank and similar work confirming to Fe-290 Gde E-165 Complete all as specified and as directed by Engr-in-Charge.

500

Kg.

S&F Powder coated aluminium frame (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge.

250

M&L 75 mm thick, PCC 1:3:6, type C-2 (using 40 mm graded crushed stone aggregate) as plinth protection finished even and smooth without using extra cement Construction joints to be given at every 3M interval and Corners of buildings and filled with bituminous mastic or equivalent filler complete all as specified and directed.

100

SQM

M&L 75 mm thick, PCC 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate) as in sub floor, sub base of floor, etc complete all as specified and directed.

SQM