Tender ID

To Be Opened

Works

Civil Works

Block Chhibramau - CC work from Vikupur link road to Vinayakpur link road

Panchayati Raj Department

ZILA PANCHAYAT KANNAUJ | Kannauj, Uttar Pradesh

Amount: ₹13.5 LCloses: 6 Apr 2026Closed

Timeline

Published25 Mar 2026
Closed6 Apr 2026
Bid Opening6 Apr 2026

Tender Value

₹13.5 L

EMD Value

₹27,100

Closing Date

6 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

AMA ZILA PANCHAYAT KANNAUJ

Address

Zila Panchayat Kannauj

Work Description

Civil Work

Tender Information

Tender ID

2026_UPPRD_1130275_3

Reference Number

571/EN-3/N/25-26DT17-03-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

60 days

Location

ZILA PANCHAYAT KANNAUJ

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTechnical (.pdf)

Finance

RequiredFinance (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,180

Tender Fee Payable To

APAR MUKHYA ADHIKARI

EMD Fee Amount

₹27,100

Important Dates

Last Activity

25 Mar 2026

Published

25 Mar 2026

Bid Opening

6 Apr 2026

Download Starts

25 Mar 2026

Download Ends

6 Apr 2026

Submission Starts

25 Mar 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 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.
2	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.	1	M3	-	-
3	Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse an using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.	1	M3	-	-
4Supply & Fixing Of Inauguration Stone
5GST 18%

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.65 MB

Work Item Documents

BOQ_2108543.xls

BOQ • 0.22 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.
2	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.	1	M3	-	-
3	Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse an using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.	1	M3	-	-
4Supply & Fixing Of Inauguration Stone
5GST 18%

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse an using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

4Supply & Fixing Of Inauguration Stone

5GST 18%