DEFPROC

Active

Works

Civil Works

PROVN OF TOILET BLOCK NEAR DSC GUARD POST NO 06 OF AFMSD AND PROVN OF ALUMINIUM PARTITION WK FOR ALL SEC AND OIC OFFICE OF ASRI HQ MUPSA AND PROVN OF SEPTIC TANK AND SOAK WELL NEAR BLDG NO P-98 TO P-100 AND PROVN OF RAIN WATER HARVESTING SYSTEM AT AF

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE EAST LUCKNOW | Lucknow, Uttar Pradesh

Amount: ₹37.3 LCloses: 17 Oct 2026

Timeline

Published26 Sept 2026
Submission Opens10 Oct 2026
Closes17 Oct 2026
Bid Opening20 Oct 2026

Tender Value

₹37.3 L

EMD Value

₹74,600

Closing Date

17 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

GE EAST LUCKNOW

Address

GE EAST LUCKNOW PIN 226002

Work Description

PROVN OF TOILET BLOCK NEAR DSC GUARD POST NO 06 OF AFMSD AND PROVN OF ALUMINIUM PARTITION WK FOR ALL SEC AND OIC OFFICE OF ASRI HQ MUPSA AND PROVN OF SEPTIC TANK AND SOAK WELL NEAR BLDG NO P-98 TO P-100 AND PROVN OF RAIN WATER HARVESTING SYSTEM AT AF

Tender Information

Tender ID

2026_MES_791327_1

Reference Number

GE/E/LKO/T-65 OF 2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

GE EAST LUCKNOW

Source Website

Subscribe to view

Eligibility / Pre-Qualification

AS PER TENDER DOCUMENTS

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredScanned copy of application on letter head of firm requesting issue of tender (.pdf)

RequiredScanned copy of cost of tender in the form of DD/BC for Rs 500 in favour of GE (E) Lucknow (.pdf)

RequiredScanned copy of enlistment letter in MES duly renewed by competent Auth (.pdf)

RequiredFor un-enlisted firm scanned copy of documents meeting enlistment criteria in MES as per NIT (.pdf)

RequiredScanned copy of employees provident fund Code number (.pdf)

RequiredScanned copy of GST EPF ,ESIC Registration Number (.pdf)

RequiredMOU FOR SMART EXTERIOR INTERIOR PAINTING ROOF TREETMENT AND WPC DOOR/WINDOW (.pdf)

RequiredAdditional documents as Per NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE(EAST) LUCKNOW

EMD Fee Amount

₹74,600

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

20 Oct 2026

Download Starts

26 Sept 2026

Download Ends

17 Oct 2026

Submission Starts

10 Oct 2026

Clarification Period

26 Sept 2026 - 10 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (149 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation over areas not exc. 1.50 m deep and getting out in soft / loose soil complete all as specified and directed.	10	Cum	-	-
2	Excavation over areas exc. 1.50 m but not exc. 3.0 m deep and getting out in soft / loose soil complete all as specified and directed.	13	Cum	-	-
3	Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts, laying of cable etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.	256.2	Cum	-	-
4	Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed.	214.2	Cum	-	-
5	Removing surplus excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.	64	Cum	-	-
6	M&L for earth filling (approved earth brought from out of defence land), spreading, leveling & compecting n exc. 30 cm thick in Layers, watering, well ramming/rolling and finishing to required size, shape,etc.n exc. 1.5m high from base complete all as specified and directed. Note : Mixing of approved earth filling and excavated soil shall not be allowed. Payment shall be made of compacted earth with 90% compaction	2	Cum	-	-
7	M & L for hard core free from dust and vegetation of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken bricks complete all as specified and directed.	1	Cum	-	-
8	M & L for provding PCC 1:2:4 type B-0 using 12.5mm graded stone aggregate as in copings, bed plates, plinth courses, parapets and the like including weathering, slightly rounded or chamfered angles and throating including use and waste of necessary form work etc complete all as specified and directed.	2.5	Cum	-	-
9	M & L for providing plain cement concrete, type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.	6.5	Cum	-	-
10	M & L for providing precast cement concrete in door or window cills, lintel, bressumers, bed plat, apex stone, pintle blocks, bonders and similar items with plain faces including chamfers, weathering, throating etc. in cement concrete 1:3:6 type C-1, using 20 mm graded stone aggregate and setting in cement mortar 1:4 complete all as specified and directed.	0.4	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 • 0.11 MB

Work Item Documents

TenderT65.pdf

Tender Documents • 1.34 MB

BOQ_887160.xls

BOQ • 0.38 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation over areas not exc. 1.50 m deep and getting out in soft / loose soil complete all as specified and directed.

Cum

Excavation over areas exc. 1.50 m but not exc. 3.0 m deep and getting out in soft / loose soil complete all as specified and directed.

Cum

Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts, laying of cable etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.

256.2

Cum

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed.

214.2

Cum

Removing surplus excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.

Cum

M&L for earth filling (approved earth brought from out of defence land), spreading, leveling & compecting n exc. 30 cm thick in Layers, watering, well ramming/rolling and finishing to required size, shape,etc.n exc. 1.5m high from base complete all as specified and directed. Note : Mixing of approved earth filling and excavated soil shall not be allowed. Payment shall be made of compacted earth with 90% compaction

Cum

M & L for hard core free from dust and vegetation of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken bricks complete all as specified and directed.

Cum

M & L for provding PCC 1:2:4 type B-0 using 12.5mm graded stone aggregate as in copings, bed plates, plinth courses, parapets and the like including weathering, slightly rounded or chamfered angles and throating including use and waste of necessary form work etc complete all as specified and directed.

2.5

Cum

M & L for providing plain cement concrete, type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.

6.5

Cum

M & L for providing precast cement concrete in door or window cills, lintel, bressumers, bed plat, apex stone, pintle blocks, bonders and similar items with plain faces including chamfers, weathering, throating etc. in cement concrete 1:3:6 type C-1, using 20 mm graded stone aggregate and setting in cement mortar 1:4 complete all as specified and directed.

0.4

Cum