Tender ID

DEFPROC

Active

Works

Civil Works

PROVN OF POLY HOUSE FOR ARBORICULTURE AND SPECIAL REPAIR TO INTERNAL DRAIN WITH RCC SUMP IN MES IB AREA AT PMS

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

PANAGARH | Purba Bardhaman, West Bengal

Amount: ₹37.3 LCloses: 10 Nov 20263 Nov 2026Due today

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Timeline

Published15 Oct 2026
Submission Opens28 Oct 2026
Closes10 Nov 20263 Nov 2026
Bid Opening11 Nov 20264 Nov 2026

Corrigenda

Corrigendum

1 updatesLatest on 3 Nov 2026Submission Ends:3 Nov 202610 Nov 2026

Date changes

Download Ends3 Nov 202610 Nov 2026Submission Ends3 Nov 202610 Nov 2026Bid Opening4 Nov 202611 Nov 2026

Tender Value

₹37.3 L

EMD Value

₹74,600

Closing Date

10 Nov 2026, 6:00 pmDue today

Tender Inviting Organisation

Name

GE PANAGARH

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_793979_1

Reference Number

8500-732/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

180 days

Location

PANAGARH

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

₹74,600

Important Dates

Last Activity

10 Nov 2026

Published

15 Oct 2026

Bid Opening

11 Nov 2026

Download Starts

15 Oct 2026

Download Ends

10 Nov 2026

Submission Starts

28 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (80 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Surface excavation n.exc.30 cm deep and averaging 15 cm deep and getting out in soft/loose soil including clearing away all grass vegetation, saplings, shrubs, brush wood, under growth, roots and trees n. exc. 30cm girth and removing rubbish upto a distance of 50 metre out of the periphery of the area complete all as specified and as directed.	240	Sqm	-	-
2	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.	316	Cum	-	-
3	Returning, filling, including spreading, leveling, watering and well ramming in layers not exc. 25cmin soft/loose soil complete all as specified and as directed.	33	Cum	-	-
4	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 specified and as directed.	283	Cum	-	-
5	Demolition of cement concrete (un reinforced) in ground floors and paving n.exc 15cm thickness (below or above ground (level) and lowering if necessary, removal of the rubbish off the premises complete all as specified and as directed.	22	Cum	-	-
6	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 complete all as specified and as directed.	1	Cum	-	-
7	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 complete all as specified and as directed.	81	Cum	-	-
8	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.	27	Cum	-	-
9	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.	28	Cum	-	-
10	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.	35	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

PS732.pdf

Tender Documents • 1.37 MB

BOQ_890465.xls

BOQ • 0.46 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Surface excavation n.exc.30 cm deep and averaging 15 cm deep and getting out in soft/loose soil including clearing away all grass vegetation, saplings, shrubs, brush wood, under growth, roots and trees n. exc. 30cm girth and removing rubbish upto a distance of 50 metre out of the periphery of the area complete all as specified and as directed.

240

Sqm

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.

316

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.

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 specified and as directed.

283

Cum

Demolition of cement concrete (un reinforced) in ground floors and paving n.exc 15cm thickness (below or above ground (level) and lowering if necessary, removal of the rubbish off the premises complete all as specified and as 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 complete all as specified and as 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 complete all as specified and as directed.

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.

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