DEFPROC

Active

Works

Civil Works - Roads

PROVN OF ROAD FROM GUARD POST NO 06 TO GUARD POST NO 12 INSIDE COD KANPUR

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Kanpur Nagar, Uttar Pradesh

Amount: ₹6.0 CrCloses: 31 Oct 2026

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published3 Oct 2026
Submission Opens24 Oct 2026
Closes31 Oct 2026
Bid Opening7 Nov 2026

Tender Value

₹6.0 Cr

EMD Value

₹6.3 L

Closing Date

31 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

CHIEF ENGINEER LUCKNOW ZONE

Address

HQ CHIEF ENGINEER LUCKNOW ZONE 17 CARRIAPA ROAD MARG POST DILKHUSHA LUCKNOW CANTT PIN 226002

Work Description

PROVN OF ROAD FROM GUARD POST NO 06 TO GUARD POST NO 12 INSIDE COD KANPUR

Tender Information

Tender ID

2026_MES_792225_1

Reference Number

980122/KAN/T-20 of 2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

540 days

Location

KANPUR

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 for issue of tender on letter head of firm (.pdf)

RequiredScanned copy of enlistment letter for enlisted contractor in MES (.pdf)

RequiredScanned copy of DD in respect of tender fees and EMD in form of DD and Bankers Cheque of required am (.pdf)

RequiredScanned copy of GST, EPF and ESIC registration (.pdf)

RequiredScanned copy of integrity pact duly signed (.pdf)

RequiredScanned copy of other documents as mentioned in NIT for enlisted contractor (.pdf)

RequiredScanned copy of additional documents for unenlisted contractor as mentioned in NIT (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTender Documents (.pdf)

Fee & Financial Details

Tender Fee Amount

₹3,000

Tender Fee Payable To

GE (I) KANPUR

EMD Fee Amount

₹6.3 L

Important Dates

Last Activity

3 Oct 2026

Published

3 Oct 2026

Bid Opening

7 Nov 2026

Download Starts

3 Oct 2026

Download Ends

31 Oct 2026

Submission Starts

24 Oct 2026

Clarification Period

5 Oct 2026 - 12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (24 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Surface dressing n.exc 15 cm deep and getting out in soft/loose soil complete all as specified and directed.	8,940	Square Metre	-	-
2	Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.	12,292.5	Square Metre	-	-
3	Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.	4,025.29	Cubic Metre	-	-
4	Returning filling in with approved excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed.	756.33	Cubic Metre	-	-
5	Removing excavated material (soils) to a distance n.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.	300	Cubic Metre	-	-
6	Removing excavated material (soil) to a distance exc 1.50 KM but not exc 5.00 KM and deposited where directed at a level n.exc. 1.50 m above the starting point complete all as specified and directed.	3,269.07	Cubic Metre	-	-
7	Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling and finishing to required size, shape etc., not exceeding 1.5m high from base soils and making formation with camber and levelled re-quired complete all as speci-fied and directed.	1,544	Cubic Metre	-	-
8	M&L for Plain cement concrete (1:4:8) type D-2, using 40 mm graded crushed stone aggregate as in for surface channels, bed of drains including forms/moulds etc, complete all as specified and directed.	8.78	Cubic Metre	-	-
9	M&L for Plain cement concrete (1:3:6) type C-2, using 40 mm graded crushed stone aggregate as in for surface channels, bed of drains including forms/moulds etc, complete all as specified and directed.	587.72	Cubic Metre	-	-
10	S&F precast box culvert of size 600 mm (Height) x 600 mm (Width) x 2000 mm (Length) from inner side of box culvert and 860 mm (Height) x775 mm ( Width) from outer side of box culvert and haunch of size 80mm having both plug- socket joint and flange bolt connection made with FE 500/550D grade TMT Steel reinforcement bars in Each unit which is made of high performance self compacting concrete (SCC) of M-40 Grade, cured under controlled factory conditions through steam curing having loading capacity of 5 Tone wheel load 10 Tone axle load with heavy truck movement Box culvert should be connected with material rubber gasket or bitumen strip all manufacturing process must comply with Indian Standards. The curing process must be maintained using RO Water and Chiller plants for quality assurance. The Formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Concrete mix design of IS: 9103 with weight of Each box culvert unit at least 1575 KG (Tolerance limit 3%) complete all as specified and directed.	90	Running Metre	-	-

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 • 0.31 MB

Work Item Documents

Tender.pdf

Tender Documents • 1.08 MB

BOQ_888286.xls

BOQ • 5.69 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

Surface dressing n.exc 15 cm deep and getting out in soft/loose soil complete all as specified and directed.

8,940

Square Metre

Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.

12,292.5

Square Metre

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.

4,025.29

Cubic Metre

Returning filling in with approved excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed.

756.33

Cubic Metre

Removing excavated material (soils) to a distance n.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.

300

Cubic Metre

Removing excavated material (soil) to a distance exc 1.50 KM but not exc 5.00 KM and deposited where directed at a level n.exc. 1.50 m above the starting point complete all as specified and directed.

3,269.07

Cubic Metre

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling and finishing to required size, shape etc., not exceeding 1.5m high from base soils and making formation with camber and levelled re-quired complete all as speci-fied and directed.

1,544

Cubic Metre

M&L for Plain cement concrete (1:4:8) type D-2, using 40 mm graded crushed stone aggregate as in for surface channels, bed of drains including forms/moulds etc, complete all as specified and directed.

8.78

Cubic Metre

M&L for Plain cement concrete (1:3:6) type C-2, using 40 mm graded crushed stone aggregate as in for surface channels, bed of drains including forms/moulds etc, complete all as specified and directed.

587.72

Cubic Metre

S&F precast box culvert of size 600 mm (Height) x 600 mm (Width) x 2000 mm (Length) from inner side of box culvert and 860 mm (Height) x775 mm ( Width) from outer side of box culvert and haunch of size 80mm having both plug- socket joint and flange bolt connection made with FE 500/550D grade TMT Steel reinforcement bars in Each unit which is made of high performance self compacting concrete (SCC) of M-40 Grade, cured under controlled factory conditions through steam curing having loading capacity of 5 Tone wheel load 10 Tone axle load with heavy truck movement Box culvert should be connected with material rubber gasket or bitumen strip all manufacturing process must comply with Indian Standards. The curing process must be maintained using RO Water and Chiller plants for quality assurance. The Formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Concrete mix design of IS: 9103 with weight of Each box culvert unit at least 1575 KG (Tolerance limit 3%) complete all as specified and directed.

Running Metre