Tender ID

DEFPROC

Active

Works

Civil Works

PROVISION OF HARDSTANDING (SIZE 50 X 28 MTR) IN CONVOY GROUND AT MANASBAL MIL STN

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Manasbal | Ganderbal, Jammu And Kashmir

Amount: ₹38.7 LCloses: 10 Nov 2026Due tomorrow

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Timeline

Published21 Oct 2026
Submission Opens5 Nov 2026
Closes10 Nov 2026
Bid Opening12 Nov 2026

Tender Value

₹38.7 L

EMD Value

₹77,500

Closing Date

10 Nov 2026, 6:00 pmDue tomorrow

Tender Inviting Organisation

Name

Lt Col Ravinder Kumar, GE

Address

GE 970 EWS C/o 56 APO PIN-913970

Work Description

PROVISION OF HARDSTANDING (SIZE 50 X 28 MTR) IN CONVOY GROUND AT MANASBAL MIL STN

Tender Information

Tender ID

2026_MES_794888_1

Reference Number

GE 970 EWS-93(T)/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

Manasbal

Source Website

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Eligibility / Pre-Qualification

As per tender documents

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredSCANNED COPY OF APPLICATION ON LETTER HEAD OF FIRM (.pdf)

RequiredSCANNED COPY OF DD FOR COST OF TENDER (.pdf)

RequiredSCANNED COPY OF ENLISTMENT LETTER INCLUDING REVERIFICATION OF THE FIRM (.pdf)

RequiredSCANNED COPY OF DOCUMENTS AS PER NIT FOR UNENLISTED FIRM (.pdf)

RequiredSCANNED COPY OF GST AND EPF REGISTRATION (.pdf)

RequiredSCANNED COPY OF TENDER DOCUMENTS (.pdf)

RequiredRENEWAL OF ENLISTMENT LETTER ISSUED BY REGISTERING AUTHORITY (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE 970 EWS

EMD Fee Amount

₹77,500

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Oct 2026

Published

21 Oct 2026

Bid Opening

12 Nov 2026

Download Starts

21 Oct 2026

Download Ends

10 Nov 2026

Submission Starts

5 Nov 2026

Clarification Period

21 Oct 2026 - 10 Nov 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out as in soft/loose soil complete all as specified and directed.	1,440	Sqm	-	-
2	M&L for hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.	216	Cum	-	-
3	M&L for 100mm thick, PCC 1:4:8 type D2 (40mm graded crushed sotne aggregate) as in sub base complete all as specified and directed.	1,440	Sqm	-	-
4	M&L cement concrete work in pavement / hard - standing of flexural strength 40 Kg per sqcm in field using 400 kg of cement per cubic metre ,thickness of concrete 25cm or less complete all as specified and directed.	288	Cum	-	-
5	M&L Forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ 200mm thickness of slab complete all as specified and directed.	15	X RM	-	-
6	M&L Forming Contraction (Dummy) joints 65mm deep x 10mm wide,filled with sealing compound Grade ‘B’ complete all as specified and directed.	40	X RM	-	-
7	M&L Providing, cement concrete (1:2:4) type B-1(using 20 mm graded agg) in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed	1.75	Cum	-	-
8	M&L Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete	11	Cum	-	-
9	Removal of excavated soil n exc 50m and depositing where dirtected at a level n exc 1.5m above the starting point complete all as specified and directed.	210	Cum	-	-

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 • 0.43 MB

Work Item Documents

Tender933T_merged.pdf

Tender Documents • 2.53 MB

BOQ_891496.xls

BOQ • 0.58 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out as in soft/loose soil complete all as specified and directed.

1,440

Sqm

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

216

Cum

M&L for 100mm thick, PCC 1:4:8 type D2 (40mm graded crushed sotne aggregate) as in sub base complete all as specified and directed.

1,440

Sqm

M&L cement concrete work in pavement / hard - standing of flexural strength 40 Kg per sqcm in field using 400 kg of cement per cubic metre ,thickness of concrete 25cm or less complete all as specified and directed.

288

Cum

M&L Forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ 200mm thickness of slab complete all as specified and directed.

X RM

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

X RM

M&L Providing, cement concrete (1:2:4) type B-1(using 20 mm graded agg) in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed

1.75

Cum

M&L Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete

Cum

Removal of excavated soil n exc 50m and depositing where dirtected at a level n exc 1.5m above the starting point complete all as specified and directed.

210

Cum