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ADDN / ALTN OF BLDG SP-15 AT SUKNA MIL STATION UNDER GE SUKNA

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

SUKNA | Darjeeling, West Bengal

Amount: ₹4.7 CrCloses: 23 Oct 2026

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Timeline

Published24 Sept 2026
Submission Opens16 Oct 2026
Closes23 Oct 2026
Bid Opening30 Oct 2026

Tender Value

₹4.7 Cr

EMD Value

₹5.4 L

Closing Date

23 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

CE SILIGURI ZONE

Address

HQ CE SILIGURI ZONE, MES, SEVOKE ROAD, PO SALUGARA, DIST JALPAIGURI, PIN 734 008 (WB)

Work Description

ADDN / ALTN OF BLDG SP-15 AT SUKNA MIL STATION UNDER GE SUKNA

Tender Information

Tender ID

2026_MES_791013_1

Reference Number

98860/SUK/SZ/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

540 days

Location

SUKNA

Source Website

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Eligibility / Pre-Qualification

PLEASE REFER TENDER DOCCUMENTS

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Application on Firms letter head. (.pdf)

RequiredScanned copy of Enlistment letter in case of enlisted contractors. (.pdf)

RequiredScanned copy of DD for cost of tender documents. (.pdf)

RequiredScanned copy of EMD, if applicable. (.pdf)

RequiredScanned copy of Integrity Pact. (.pdf)

RequiredScanned copy of GST and EPF Registration Number. (.pdf)

RequiredOther documents required as per NIT. (.rar)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

Tender Fee Payable To

GE SUKNA

EMD Fee Amount

₹5.4 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

30 Oct 2026

Download Starts

24 Sept 2026

Download Ends

23 Oct 2026

Submission Starts

16 Oct 2026

Clarification Period

24 Sept 2026 - 5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (233 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavating in trenches n exc 1.5 m wide & n exc 1.5 mtr in depth for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. not exc 10 sq m on plan getting out in soft and loose type of soil complete all as specified and directed.
2Excavating in post holes or similar holes n exc. 0.5 Cum in any type of soil, getting out, returning filling in, ramming earth or broken rubble mixed with earth around, in layers n exc, 250 mm , watering, and removing surplus soil to a distance n exc. 50 m and making good surface, complete all as specified and as directed.
3Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in depth but n exc 3.0 m in depth for foundations, for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil, complete all as specified and as directed.
4Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm thick in soft/loose soil, complete all as specified and as directed.
5	Removing excavated soils 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.	-	CUM	2	-
6	Material & labour for PCC type C2 1:4:8 using 40mm graded aggregate as in foundations filling and mass concrete or similar work complete all as specified and as directed.	29.26	CUM	-	-
7Material & labour for Brickwork with sub class B bricks straight or curved on plan exceeding 6 m mean radius built in CM 1:6,complete all as specified and directed.
8	Material & labour for RCC Nominal Mix using 20 mm graded stone aggregate type A1 1:1.5:3 as in beam, cantilevers, lintels over 1.5 m span, Shelves and like similar places, complete all as specified and directed.	25.07	CUM	-	-
9	M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc for rough finished surface of concrete.	200.57	SQM	-	-
10Supply and fixing of Mild steel TMT 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.

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.53 MB

Work Item Documents

BOQ_886787.xls

BOQ • 0.48 MB

Complete_tender_documents_except_BOQ_FINAL.pdf

Tender Documents • 4.60 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavating in trenches n exc 1.5 m wide & n exc 1.5 mtr in depth for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. not exc 10 sq m on plan getting out in soft and loose type of soil complete all as specified and directed.
2Excavating in post holes or similar holes n exc. 0.5 Cum in any type of soil, getting out, returning filling in, ramming earth or broken rubble mixed with earth around, in layers n exc, 250 mm , watering, and removing surplus soil to a distance n exc. 50 m and making good surface, complete all as specified and as directed.
3Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in depth but n exc 3.0 m in depth for foundations, for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil, complete all as specified and as directed.
4Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm thick in soft/loose soil, complete all as specified and as directed.
5	Removing excavated soils 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.	-	CUM	2	-
6	Material & labour for PCC type C2 1:4:8 using 40mm graded aggregate as in foundations filling and mass concrete or similar work complete all as specified and as directed.	29.26	CUM	-	-
7Material & labour for Brickwork with sub class B bricks straight or curved on plan exceeding 6 m mean radius built in CM 1:6,complete all as specified and directed.
8	Material & labour for RCC Nominal Mix using 20 mm graded stone aggregate type A1 1:1.5:3 as in beam, cantilevers, lintels over 1.5 m span, Shelves and like similar places, complete all as specified and directed.	25.07	CUM	-	-
9	M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc for rough finished surface of concrete.	200.57	SQM	-	-
10Supply and fixing of Mild steel TMT 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.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavating in trenches n exc 1.5 m wide & n exc 1.5 mtr in depth for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. not exc 10 sq m on plan getting out in soft and loose type of soil complete all as specified and directed.

2Excavating in post holes or similar holes n exc. 0.5 Cum in any type of soil, getting out, returning filling in, ramming earth or broken rubble mixed with earth around, in layers n exc, 250 mm , watering, and removing surplus soil to a distance n exc. 50 m and making good surface, complete all as specified and as directed.

3Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in depth but n exc 3.0 m in depth for foundations, for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil, complete all as specified and as directed.

4Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm thick in soft/loose soil, complete all as specified and as directed.

Removing excavated soils 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.

CUM

Material & labour for PCC type C2 1:4:8 using 40mm graded aggregate as in foundations filling and mass concrete or similar work complete all as specified and as directed.

29.26

CUM

7Material & labour for Brickwork with sub class B bricks straight or curved on plan exceeding 6 m mean radius built in CM 1:6,complete all as specified and directed.

Material & labour for RCC Nominal Mix using 20 mm graded stone aggregate type A1 1:1.5:3 as in beam, cantilevers, lintels over 1.5 m span, Shelves and like similar places, complete all as specified and directed.

25.07

CUM

M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc for rough finished surface of concrete.

200.57

SQM

10Supply and fixing of Mild steel TMT 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.