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PROVISION OF HARDSTANDING AT VARIOUS LOCATIONS OF PATIALA UNDER GE (SOUTH) PATIALA

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Patiala, Punjab

Amount: Refer DocsCloses: 30 Oct 2026

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Timeline

Published9 Oct 2026
Submission Opens23 Oct 2026
Closes30 Oct 2026
Bid Opening2 Nov 2026

Tender Value

Refer Docs

EMD Value

₹58,800

Closing Date

30 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

GARRISON ENGINEER (SOUTH) PATIALA

Address

MILITARY ENGINEER SERVICES GARRISON ENGINEER SOUTH SANGRUR ROAD PATIALA CANTT

Work Description

As per tender documents

Tender Information

Tender ID

2026_MES_793159_1

Reference Number

GE(S)/PAT/T-82/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

Patiala

Source Website

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Eligibility / Pre-Qualification

Refer tender documents

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScanned copy of application on Bidders letter head (.pdf)

RequiredScanned copy of DD/Bankers Cheque for Rs. 500.00 in favour of GE South Patiala (.pdf)

RequiredScanned copy of enlistment letter or requisite documents as applicable for un-enlisted contractors (.pdf)

RequiredScanned copy of PROVIDENT FUND CODE NUMBER as described in para 3 of NIT (.pdf)

RequiredScanned copy of GST REGISTRATION NUMBER as described in para 3 of NIT (.pdf)

RequiredScanned copy BID Security Declaration Appx B and 5 times work load return if any Appx C to NIT (.pdf)

RequiredAny other documents mentioned in NIT (.pdf)

Finance

RequiredTender documents containing BOQ Schedule A (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

GE (S) Patiala

EMD Fee Amount

₹58,800

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

2 Nov 2026

Download Starts

9 Oct 2026

Download Ends

30 Oct 2026

Submission Starts

23 Oct 2026

Clarification Period

9 Oct 2026 - 16 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	'Notes: (i) Please refer Schedule 'A' Notes of tender documents.	-	-	-	-
2	M&L for surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and directed	1,626	Square Metre	-	-
3	Removing excavated soil of any kind material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.	244	Cubic Metre	-	-
4	M&L for Hardcore of broken stone or boulder gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.	244	Cubic Metre	-	-
5	M&L for PCC 1:4:8 type D-2 (using 40 mm graded agg.) as in sub base under floors complete all as specified and directed.	162.6	Cubic Metre	-	-
6	M&L pre-polished machine pressed rubber moulded precast cement concrete interlocking modular paver block in combo design of size 200x100x60mm & 100x100x60mm or 300x200x60mm, 200x200x60mm & 200x100x60mm of approved shades of colour/pigment in approved pattern with minimum M-35 Grade including over including 25mm thick layer of sand cushion complete all as specified and directed.	1,724	Square Metre	-	-
7	M&L for plain cement concrete 1:2:4 type B-0 using 12.5mm graded mechanically crushed stone aggregate as in benching, rounded or chamfered on edges, coving shall be 150 mm in radius complete all as specified and directed.	7.33	Cubic Metre	-	-
8	M&L for 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 all as specified and directed.	8.25	Cubic 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 • 2.91 MB

Work Item Documents

T-82.pdf

Tender Documents • 0.79 MB

BOQ_889451.xls

BOQ • 0.34 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

'Notes: (i) Please refer Schedule 'A' Notes of tender documents.

M&L for surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and directed

1,626

Square Metre

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

244

Cubic Metre

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

244

Cubic Metre

M&L for PCC 1:4:8 type D-2 (using 40 mm graded agg.) as in sub base under floors complete all as specified and directed.

162.6

Cubic Metre

M&L pre-polished machine pressed rubber moulded precast cement concrete interlocking modular paver block in combo design of size 200x100x60mm & 100x100x60mm or 300x200x60mm, 200x200x60mm & 200x100x60mm of approved shades of colour/pigment in approved pattern with minimum M-35 Grade including over including 25mm thick layer of sand cushion complete all as specified and directed.

1,724

Square Metre

M&L for plain cement concrete 1:2:4 type B-0 using 12.5mm graded mechanically crushed stone aggregate as in benching, rounded or chamfered on edges, coving shall be 150 mm in radius complete all as specified and directed.

7.33

Cubic Metre

M&L for 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 all as specified and directed.

8.25

Cubic Metre