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ADDN/ALTN TO IIT BUILDING NEAR CORPS HQ BUILDING AND CERTAIN DEPOSIT WORKS AT BB CANTT, SRINAGAR.

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE 864 EWS | Srinagar, Jammu And Kashmir | Armed Forces (APS)

Amount: ₹9.6 LCloses: 12 Oct 2026

Timeline

Published21 Sept 2026
Submission Opens5 Oct 2026
Closes12 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹9.6 L

EMD Value

₹19,100

Closing Date

12 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

GE 864 EWS

Address

GE 864 EWS / CO 56 APO

Work Description

ADDN/ALTN TO IIT BUILDING NEAR CORPS HQ BUILDING AND CERTAIN DEPOSIT WORKS AT BB CANTT, SRINAGAR.

Tender Information

Tender ID

2026_MES_790394_1

Reference Number

864/WS-92(T)/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

GE 864 EWS

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredApplication for tender on Firm letter head (.pdf)

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

RequiredCopy of DD/Bankers Cheque toward cost of tender and EMD instrument in case SSD bond is not executed (.pdf)

RequiredCopy of GST and EPF registration Number (.pdf)

RequiredAll doc reqd for enlistment in MES for the class mentioned in Manual on contractors for un-enlisted (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTender Documents (.pdf)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE 864 EWS

EMD Fee Amount

₹19,100

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Sept 2026

Published

21 Sept 2026

Bid Opening

19 Oct 2026

Download Starts

21 Sept 2026

Download Ends

12 Oct 2026

Submission Starts

5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (53 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying of cable, pipe etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil, complete all as specified and directed.	7.45	CUBIC METRE	-	-
2	M & L for Plain Cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) in foundation, filling and masss concreate, complete all as specified and directed.	0.65	CUBIC METRE	-	-
3	M&L for Brick work with subclass B bricks, staright or curved on plan exc 6.00 mtr mean redius, biult in 1:6 cement mortar, complete all as specified and directed.	18.2	CUBIC METRE	-	-
4	Returning filling in incl spreading leveling, watering and well ramming in layers not exc 25 cm, complete all as specified and directed.	3.9	CUBIC METRE	-	-
5	Removing of excavated soil not exceeding 50 M and depositing where directed at a level not exc 1.5 M above the starting point, complete all as specified and directed.	3.5	CUBIC METRE	-	-
6	M & L for reinforced cement cocnrete Type B1 (1:2:4) (Nominal Mix) using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed.	0.2	CUBIC METRE	-	-
7	Mild steel(TMT bars) 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, complete all as specified and directed.	12	KILO GRAM	-	-
8	Mild steel bars 5mm dia and over upto and including 10mm dia in stirrups, spacers 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 with clips, complete all as specified and directed.	11	KILO GRAM	-	-
9	Formwork to sides and soffits of floor or roof beams, beam haunchings, Lintel beam, beams , girders, bressummers, lintels, cantilevers, shelves including supports, over-hangs, etc. also splays between floors and beams, etc, flat, rough finished surfaces of concrete, complete all as specified and as directed.	2.7	SQUARE METRE	-	-
10	S&F anodised aluminium powder coated (minimum 50 micron thickness) door shutter with frame (Sliding or openable), glazed with 5.5mm thick tinted glass or ACP panel sheet including rubber bead, joining cleat for fixing, aluminium door handle 150mm size and tower bolt 200mm size, including mortice lock vertical type of mild steel 4 levers of size 100mm, floor door stopper including fixing of powder coated aluminium decorative grill of size of mesh 75mm to secure glass wherever fixed etc as mentioned here in below, complete all as specified and as directed.	4.2	SQUARE METRE	-	-

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 • 0.19 MB

Work Item Documents

BOQ_886054.xls

BOQ • 0.81 MB

Tender92_merged.pdf

Tender Documents • 1.28 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying of cable, pipe etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil, complete all as specified and directed.

7.45

CUBIC METRE

M & L for Plain Cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) in foundation, filling and masss concreate, complete all as specified and directed.

0.65

CUBIC METRE

M&L for Brick work with subclass B bricks, staright or curved on plan exc 6.00 mtr mean redius, biult in 1:6 cement mortar, complete all as specified and directed.

18.2

CUBIC METRE

Returning filling in incl spreading leveling, watering and well ramming in layers not exc 25 cm, complete all as specified and directed.

3.9

CUBIC METRE

Removing of excavated soil not exceeding 50 M and depositing where directed at a level not exc 1.5 M above the starting point, complete all as specified and directed.

3.5

CUBIC METRE

M & L for reinforced cement cocnrete Type B1 (1:2:4) (Nominal Mix) using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed.

0.2

CUBIC METRE

Mild steel(TMT bars) 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, complete all as specified and directed.

KILO GRAM

Mild steel bars 5mm dia and over upto and including 10mm dia in stirrups, spacers 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 with clips, complete all as specified and directed.

KILO GRAM

Formwork to sides and soffits of floor or roof beams, beam haunchings, Lintel beam, beams , girders, bressummers, lintels, cantilevers, shelves including supports, over-hangs, etc. also splays between floors and beams, etc, flat, rough finished surfaces of concrete, complete all as specified and as directed.

2.7

SQUARE METRE

S&F anodised aluminium powder coated (minimum 50 micron thickness) door shutter with frame (Sliding or openable), glazed with 5.5mm thick tinted glass or ACP panel sheet including rubber bead, joining cleat for fixing, aluminium door handle 150mm size and tower bolt 200mm size, including mortice lock vertical type of mild steel 4 levers of size 100mm, floor door stopper including fixing of powder coated aluminium decorative grill of size of mesh 75mm to secure glass wherever fixed etc as mentioned here in below, complete all as specified and as directed.

4.2

SQUARE METRE