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Works

Civil Works

Improvement work of Road, Drain and Footpath from Brahma Steel Chauraha to Totapurwa Toilet and 83/320 to H/o Jameel in Ward-16 Zone-05.

Kanpur Municipal Corporation, Kanpur, UP

Kanpur Nagar, Uttar Pradesh

Amount: Refer DocsCloses: 2 Jul 2026Closed

Timeline

Published1 Jul 2026
Closed2 Jul 2026
Bid Opening2 Jul 2026
Award—

Tender Value

Refer Docs

EMD Value

₹7.0 L

Closing Date

2 Jul 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

CHIEF ENGINEER, KANPUR NAGAR NIGAM

Address

CHIEF ENGINEER OFFICE, HQ, KANPUR NAGAR NIGAM

Work Description

Improvement work of Road, Drain and Footpath from Brahma Steel Chauraha to Totapurwa Toilet and 83/320 to H/o Jameel in Ward-16 Zone-05.

Tender Information

Tender ID

2026_NNKAN_1165285_1

Reference Number

PDDUNVY/26-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

120 days

Location

KANPUR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTECHNICAL COVER (.pdf)

Finance

RequiredFINANCIAL COVER (.xls)

Fee & Financial Details

Tender Fee Amount

₹3,532

EMD Fee Amount

₹7.0 L

Important Dates

Last Activity

2 Jul 2026

Published

1 Jul 2026

Bid Opening

2 Jul 2026

Download Starts

1 Jul 2026

Download Ends

2 Jul 2026

Submission Starts

1 Jul 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1.01	Earth work in cutting or in embankment in ordinary soil excavation to be done form of regular pits not excding 1/2M. in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. distance as directed by Engg. i/c.SI.No.253	-	CUM	-	-
1.02	Earth work in excavation in trenches for foundation pipes cabel etc in ordinary soil (Loan clay or sand) including lift upto 1.5m. Lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the engineer i/c within a lead of 50m.SCH P.W.D -251	-	CUM	-	-
1.03	Dismantaling of old interlocking including stacking of materials as directed by Engineer-in chage with in a distance of 60mt.(200feet)	-	SQM	-	-
1.04	Construction of granular sub base(GSB) by providing coarse graded material.spreading in uniform layer with mortor grader on peepared surface. Mixing by mixing place mrthod with rotovator at OMC and compacting with viberatory.roller to achieve the desired density as per ciause 401.	-	CUM	-	-
1.05	Prov./Laying 80mm thick rubber moulded interlocking tiles with sand filling incl.mat.Lab.T&P,etc all complete	-	Sqm	-	-
1.06	M-150 class brick work in 1:4 cement and coarse sand of 1.25 fineness Modulous mortar in foundation and plinth including supply of all mat.,labour and tools and plants etc required for proper completion of the work. (Item No-305(ii))	-	Cum	-	-
1.07	Disposal of surplus earth upto 3km including loading & unloading etc all.complete.	-	CUM	1	-
1.08	Providing and laying in cement concrete 1:6:12 (1cement : 6 fine sand : 12 graded brick aggregate 40mm nominal size) and curing complete, including cost of formwork in foundation and floors.SI.No.273	-	CUM	-	-
1.09	providing and laying in position specified grade of reinforced cement ,concrete, excluding the cost of centering, shuttering, finishing and reinforcement all plinth level 1:1.5:3 (1cement :2 coarse sand :4 graded stone 20mm aggregate) work. REF NO 5.1.2	-	CUM	-	-
1.1	mild steel of iron work in plane workforcedment concret or reinforsment brick work (when not included inoverall rates) WROUGTH to required shape as necessery including binding for proper complaction of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level/(Over all Rate) 12mm to 32mm tor	1	Qtl	-	-

Stage Documents

Stage Summary Snapshot

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Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

ULBT2.pdf

Tender Documents • 1.02 MB

BOQ_2185546.xls

BOQ • 0.33 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1.01

Earth work in cutting or in embankment in ordinary soil excavation to be done form of regular pits not excding 1/2M. in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. distance as directed by Engg. i/c.SI.No.253

CUM

1.02

Earth work in excavation in trenches for foundation pipes cabel etc in ordinary soil (Loan clay or sand) including lift upto 1.5m. Lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the engineer i/c within a lead of 50m.SCH P.W.D -251

CUM

1.03

Dismantaling of old interlocking including stacking of materials as directed by Engineer-in chage with in a distance of 60mt.(200feet)

SQM

1.04

Construction of granular sub base(GSB) by providing coarse graded material.spreading in uniform layer with mortor grader on peepared surface. Mixing by mixing place mrthod with rotovator at OMC and compacting with viberatory.roller to achieve the desired density as per ciause 401.

CUM

1.05

Prov./Laying 80mm thick rubber moulded interlocking tiles with sand filling incl.mat.Lab.T&P,etc all complete

Sqm

1.06

M-150 class brick work in 1:4 cement and coarse sand of 1.25 fineness Modulous mortar in foundation and plinth including supply of all mat.,labour and tools and plants etc required for proper completion of the work. (Item No-305(ii))

Cum

1.07

Disposal of surplus earth upto 3km including loading & unloading etc all.complete.

CUM

1.08

Providing and laying in cement concrete 1:6:12 (1cement : 6 fine sand : 12 graded brick aggregate 40mm nominal size) and curing complete, including cost of formwork in foundation and floors.SI.No.273

CUM

1.09

providing and laying in position specified grade of reinforced cement ,concrete, excluding the cost of centering, shuttering, finishing and reinforcement all plinth level 1:1.5:3 (1cement :2 coarse sand :4 graded stone 20mm aggregate) work. REF NO 5.1.2

CUM

1.1

mild steel of iron work in plane workforcedment concret or reinforsment brick work (when not included inoverall rates) WROUGTH to required shape as necessery including binding for proper complaction of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level/(Over all Rate) 12mm to 32mm tor

Qtl