Tender ID

Cancelled

Works

Civil Works - Roads

Widening and strengthening work of Reusa Sikoha Chandraseni Mohala Suketha Sanda Road (ODR) Ch. 16.000 to 24.000 in District Sitapur

Chief Engineer PWD Central Zone,Lucknow

Sitapur, Uttar Pradesh

Amount: Refer DocsCloses: 25 Mar 2026Closed

Timeline

Published19 Mar 2026
Closed25 Mar 2026
Cancelled8 Apr 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 8 Apr 2026

Tender Value

Refer Docs

EMD Value

₹26.6 L

Closing Date

25 Mar 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

S.E.Sitapur/Kheri Circle PWD Sitapur

Address

Office of the S.E.Sitapur/Kheri Circle PWD Sitapur

Work Description

Widening and strengthening work of Reusa Sikoha Chandraseni Mohala Suketha Sanda Road (ODR) Ch. 16.000 to 24.000 in District Sitapur

Tender Information

Tender ID

2026_CEUCZ_1127870_1

Reference Number

1347/352C/E.TENDER/STP-LMP/26 Dt. 12.03.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Sitapur

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredFee/PreQual/Technical (.pdf)

Finance

RequiredFinance (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,715

EMD Fee Amount

₹26.6 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Office of the S.E.Sitapur/Kheri Circle PWD Sitapur

Important Dates

Last Activity

8 Apr 2026

Published

19 Mar 2026

Bid Opening

25 Mar 2026

Download Starts

19 Mar 2026

Download Ends

25 Mar 2026

Submission Starts

19 Mar 2026

Pre-Bid Meeting

21 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unservicable materials and stacking of servicable material to be used or auctioned, upto a lead of 1000 m, including removal and disposal of top organic soil not exceeding 150 mm in thickness.
2Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
3Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
4Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
5Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. [lead upto 2000m]
6Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
7Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.
8Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired
9Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
10Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.25 MB

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 • 0.89 MB

Work Item Documents

sbd1.pdf

Tender Documents • 3.90 MB

ADDENDUM1.pdf

Tender Documents • 1.16 MB

sbd2.pdf

Tender Documents • 0.73 MB

SR.pdf

Additional Documents • 0.42 MB

BOQ_2103593.xls

BOQ • 0.33 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unservicable materials and stacking of servicable material to be used or auctioned, upto a lead of 1000 m, including removal and disposal of top organic soil not exceeding 150 mm in thickness.
2Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
3Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
4Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
5Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. [lead upto 2000m]
6Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
7Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.
8Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired
9Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
10Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unservicable materials and stacking of servicable material to be used or auctioned, upto a lead of 1000 m, including removal and disposal of top organic soil not exceeding 150 mm in thickness.

2Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

3Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

4Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

5Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. [lead upto 2000m]

6Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

7Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

8Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired

9Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

10Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.