Tender ID

DEFPROC

Active

Works

Civil Works

SPECIAL REPAIR TO BRICK DRAIN NEAR BLDG NO P-1F AT PMS

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

PANNGARH | Purba Bardhaman, West Bengal

Amount: ₹43.2 LCloses: 20 Nov 2026

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Timeline

Published31 Oct 2026
Submission Opens13 Nov 2026
Closes20 Nov 2026
Bid Opening21 Nov 2026

Tender Value

₹43.2 L

EMD Value

₹86,400

Closing Date

20 Nov 2026, 6:00 pm

Tender Inviting Organisation

Name

GE PANNGARH

Address

GARRISON ENGINEER PANAGARH, MILITARY ENGINEER SERVICES, PO-PANAGARH, DISTT- BURDWAN, STATE-WEST BENGAL PIN-713420

Work Description

All as per BOQ

Tender Information

Tender ID

2026_MES_796674_1

Reference Number

8500-752/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

180 days

Location

PANNGARH

Source Website

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Eligibility / Pre-Qualification

As per tender documents

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredSCANNED COPY OF APPLICATION, TENDER FEES AND EMD IF APPLICABLE (.pdf)

RequiredSCANNED COPY OF GST REGISTRATION NUMBER (.pdf)

RequiredSCANNED COPY OF EPF REGISTRATION NUMBER (.pdf)

RequiredPRE-QUALIFICATION CRITERIA OF TENDER (.pdf)

RequiredTECHNICAL DOCUMENTS OF TENDER (.pdf)

Finance

RequiredBOQ DOCUMENT (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

SBI Panagarh

EMD Fee Amount

₹86,400

Important Dates

Last Activity

31 Oct 2026

Published

31 Oct 2026

Bid Opening

21 Nov 2026

Download Starts

31 Oct 2026

Download Ends

20 Nov 2026

Submission Starts

13 Nov 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (34 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Demolition of cement concrete(unreinforced) of any description and in any position not otherwise specifically provided for and removal of rubbish off the site complete all as spd and directed.	23	Cum	-	-
2	Demolition of reinforced cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) and removal of the rubbish off the premises all as specified and directed.	1	Cum	-	-
3	Demolition of brick work built in CM including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles including removal of the rubbish off the premises all as specified and directed.	30	Cum	-	-
4	Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding.	448.5	Cum	-	-
5	Returning, filling, including spreading, leveling, watering and well ramming in layers not exc. 25cmin soft/loose soil complete all as specified and as directed.	17.2	Cum	-	-
6	Removal of excavated soil to a distance not exc 50 m and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as directed.	431.3	Cum	-	-
7	M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge.	113	Cum	-	-
8	M & L for PCC (1:4:8) Type D2 using 40 mm graded aggregate used as in sub base for drain and finishing complete all as specified and as directed.	56	Cum	-	-
9	M&L Cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.	56	Cum	-	-
10	M&L for old size brick work with fly ash bricks straight or curved on plan exc 6 m mean radius build in CM 1:4 all as specified as directed.	169	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 • 0.41 MB

Work Item Documents

PS752.pdf

Tender Documents • 1.12 MB

BOQ_893585.xls

BOQ • 0.55 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Demolition of cement concrete(unreinforced) of any description and in any position not otherwise specifically provided for and removal of rubbish off the site complete all as spd and directed.

Cum

Demolition of reinforced cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) and removal of the rubbish off the premises all as specified and directed.

Cum

Demolition of brick work built in CM including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles including removal of the rubbish off the premises all as specified and directed.

Cum

Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding.

448.5

Cum

Returning, filling, including spreading, leveling, watering and well ramming in layers not exc. 25cmin soft/loose soil complete all as specified and as directed.

17.2

Cum

Removal of excavated soil to a distance not exc 50 m and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as directed.

431.3

Cum

M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge.

113

Cum

M & L for PCC (1:4:8) Type D2 using 40 mm graded aggregate used as in sub base for drain and finishing complete all as specified and as directed.

Cum

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

Cum

M&L for old size brick work with fly ash bricks straight or curved on plan exc 6 m mean radius build in CM 1:4 all as specified as directed.

169

Cum