Tender ID

DEFPROC

Active

Works

Civil Works

SPL REPAIRS TO FAFA DD (JCO) DRAIN CULVERT AND ALLIED WORKS UNDER AGE BR-II GE (EAST) LUCKNOW

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE EAST LUCKNOW | Lucknow, Uttar Pradesh

Amount: ₹37.7 LCloses: 19 Nov 2026

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Timeline

Published29 Oct 2026
Submission Opens12 Nov 2026
Closes19 Nov 2026
Bid Opening23 Nov 2026

Tender Value

₹37.7 L

EMD Value

₹75,360

Closing Date

19 Nov 2026, 6:00 pm

Tender Inviting Organisation

Name

GE EAST LUCKNOW

Address

GE EAST LUCKNOW PIN 226002

Work Description

SPL REPAIRS TO FAFA DD (JCO) DRAIN CULVERT AND ALLIED WORKS UNDER AGE BR-II GE (EAST) LUCKNOW

Tender Information

Tender ID

2026_MES_796287_1

Reference Number

GE/E/LKO/T-90 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

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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 Registration Number (.pdf)

RequiredAdditional documents as Per NIT (.pdf)

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

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE (EAST) LUCKNOW

EMD Fee Amount

₹75,360

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Oct 2026

Published

29 Oct 2026

Bid Opening

23 Nov 2026

Download Starts

29 Oct 2026

Download Ends

19 Nov 2026

Submission Starts

12 Nov 2026

Clarification Period

29 Oct 2026 - 12 Nov 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (52 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in trenches n. exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier hole etc not exc 10 sqm on plan and not exc 1.5 m depth and getting out in soft/loose soil complete all as specified and directed.	400	Cum	-	-
2	Returning filling in trenches including spreading leveling, watering and well ramming in layer not exc 25 cm thick complete all as specified and directed.	107.5	Cum	-	-
3	Removing of excavated materials to a distance 1.5km and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed.	292.5	Cum	-	-
4	Demolition and breaking up drain pipes (SGSW, AC or RCC) of 150mm bore sizes, set in cement mortar complete all as specified and directed.	100	RM	-	-
5	S&F of underground PP/PE Double Wall Corrugated (DWC) anti-rodent pipes of stiffness class SN-8,100mm conforming to IS 16098 (Part II), having smooth inner surface and corrugated outer surface, including all fittings and accessories, jointing with rubber ring joints as per manufacturer’s specifications, laid to required slope and alignment at specified depths in accordance with complete specifications, including testing as directed by the Engineer-in-Charge.	40	RM	-	-
6	S&F of underground PP/PE Double Wall Corrugated (DWC) anti-rodent pipes of stiffness class SN-8,150mm conforming to IS 16098 (Part II), having smooth inner surface and corrugated outer surface, including all fittings and accessories, jointing with rubber ring joints as per manufacturer’s specifications, laid to required slope and alignment at specified depths in accordance with complete specifications, including testing as directed by the Engineer-in-Charge.	60	RM	-	-
7	M&L for cement concrete type C-2 (1:3:6) using 20 mm nominal size graded stone aggregate for bedding to drain pipes of 150 mm bore , including packing under and hunching against the sides of pipes after they are laid and tested, laid to proper line and level, including mixing, placing, ramming, compaction, finishing and curing of concrete complete,as per IS 269/IS 8112/IS 12269, fine aggregate conforming to IS 383, coarse aggregate 20 mm nominal size conforming to IS 383, and water conforming to IS 456, with allconcrete work carried out in accordance with IS 456:2000, complete all as specified and directed by Engineer-in-Charge.	2.88	Cum	-	-
8	M&L for cement concrete type C-2 (1:3:6) using 20 mm nominal size graded stone aggregate for bedding to drain pipes of 100 mm bore , including packing under and hunching against the sides of pipes after they are laid and tested, laid to proper line and level, including mixing, placing, ramming, compaction, finishing and curing of concrete complete,as per IS 269/IS 8112/IS 12269, fine aggregate conforming to IS 383, coarse aggregate 20 mm nominal size conforming to IS 383, and water conforming to IS 456, with allconcrete work carried out in accordance with IS 456:2000, complete all as specified and directed by Engineer-in-Charge.	1.72	Cum	-	-
9	Demolition of cement concrete (unreinforced) in ground floor and paving n.exc 15cm thick above or below ground level complete all as specified and directed	32.5	Cum	-	-
10	M&L PCC 1:3:6 type C1 using 20mm graded crushed stone aggregate as in Surface channel or drains including necessary form works, stops, moulds etc complete all as specified and directed.	32.5	Cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.11 MB

Work Item Documents

BOQ_893133.xls

BOQ • 0.37 MB

TenderT90.pdf

Tender Documents • 1.52 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in trenches n. exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier hole etc not exc 10 sqm on plan and not exc 1.5 m depth and getting out in soft/loose soil complete all as specified and directed.

400

Cum

Returning filling in trenches including spreading leveling, watering and well ramming in layer not exc 25 cm thick complete all as specified and directed.

107.5

Cum

Removing of excavated materials to a distance 1.5km and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed.

292.5

Cum

Demolition and breaking up drain pipes (SGSW, AC or RCC) of 150mm bore sizes, set in cement mortar complete all as specified and directed.

100

S&F of underground PP/PE Double Wall Corrugated (DWC) anti-rodent pipes of stiffness class SN-8,100mm conforming to IS 16098 (Part II), having smooth inner surface and corrugated outer surface, including all fittings and accessories, jointing with rubber ring joints as per manufacturer’s specifications, laid to required slope and alignment at specified depths in accordance with complete specifications, including testing as directed by the Engineer-in-Charge.

S&F of underground PP/PE Double Wall Corrugated (DWC) anti-rodent pipes of stiffness class SN-8,150mm conforming to IS 16098 (Part II), having smooth inner surface and corrugated outer surface, including all fittings and accessories, jointing with rubber ring joints as per manufacturer’s specifications, laid to required slope and alignment at specified depths in accordance with complete specifications, including testing as directed by the Engineer-in-Charge.

M&L for cement concrete type C-2 (1:3:6) using 20 mm nominal size graded stone aggregate for bedding to drain pipes of 150 mm bore , including packing under and hunching against the sides of pipes after they are laid and tested, laid to proper line and level, including mixing, placing, ramming, compaction, finishing and curing of concrete complete,as per IS 269/IS 8112/IS 12269, fine aggregate conforming to IS 383, coarse aggregate 20 mm nominal size conforming to IS 383, and water conforming to IS 456, with allconcrete work carried out in accordance with IS 456:2000, complete all as specified and directed by Engineer-in-Charge.

2.88

Cum

M&L for cement concrete type C-2 (1:3:6) using 20 mm nominal size graded stone aggregate for bedding to drain pipes of 100 mm bore , including packing under and hunching against the sides of pipes after they are laid and tested, laid to proper line and level, including mixing, placing, ramming, compaction, finishing and curing of concrete complete,as per IS 269/IS 8112/IS 12269, fine aggregate conforming to IS 383, coarse aggregate 20 mm nominal size conforming to IS 383, and water conforming to IS 456, with allconcrete work carried out in accordance with IS 456:2000, complete all as specified and directed by Engineer-in-Charge.

1.72

Cum

Demolition of cement concrete (unreinforced) in ground floor and paving n.exc 15cm thick above or below ground level complete all as specified and directed

32.5

Cum

M&L PCC 1:3:6 type C1 using 20mm graded crushed stone aggregate as in Surface channel or drains including necessary form works, stops, moulds etc complete all as specified and directed.

32.5

Cum