Tender ID

Cancelled

Works

Civil Works - Roads

Construction of a new link road from Gadaura Road via Haji Bhatta to Umartali Link Road

Chief Engineer PWD Central Zone,Lucknow

Hardoi, Uttar Pradesh

Amount: ₹4.6 CrCloses: 26 Mar 2026Closed

Timeline

Published20 Mar 2026
Closed26 Mar 2026
Cancelled7 Apr 2026

Cancellation Details

Cancellation of Tender

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

Published 7 Apr 2026

Tender Value

₹4.6 Cr

EMD Value

₹25.2 L

Closing Date

26 Mar 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

SUPERINTENDING ENGINEER

Address

OFFICE OF SE UNNAO CIRCLE PWD UNNAO

Work Description

Construction of a new link road from Gadaura Road via Haji Bhatta to Umartali Link Road

Tender Information

Tender ID

2026_CEUCZ_1128131_1

Reference Number

1206/M/1MT/E-TENDER/UC/2026 DT 16.03.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

365 days

Location

HARDOI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredE1 SHEET AND PAYMENT DETAILS (.pdf)

Finance

RequiredFINANCIAL BID (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,715

EMD Fee Amount

₹25.2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Apr 2026

Published

20 Mar 2026

Bid Opening

26 Mar 2026

Download Starts

20 Mar 2026

Download Ends

26 Mar 2026

Submission Starts

20 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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (SOR-253) (Rates are Including Labour Cess but Excluding GST)
2Construction 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 density, complete as per technical specification clause 401. (Rates are Including Labour Cess but Excluding GST)
3Providing, laying, spreading and compacting stone aggregates of 63-45 mm specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Rates are Including Labour Cess but Excluding GST)
4Providing, 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 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Rates are Including Labour Cess but Excluding GST)
5Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits availble land with all lifts and leads, spreading, grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specitaion Clause 303.1 (Rates are Including Labour Cess but Excluding GST)
6Brick edging on both side of the road of 1st Class brick 8 cm. (3") wide and 12 cm. (41/2") deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing & ramming the excavated earth including all labour, T&P sudries required for proper completion of work with material. (Rates are Including Labour Cess but Excluding GST)
7Providing and applying primer coat with EMULSION on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 (Rates are Including Labour Cess but Excluding GST)
8Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Rates are Including Labour Cess but Excluding GST)
9Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. (Rates are Including Labour Cess but Excluding GST)
10Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 (Rates are Including Labour Cess but Excluding GST)

Stage Documents

Stage Summary Snapshot

stage.html

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Cancellation Documents

cancelled_1.pdf

pdf • 0.09 MB

Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

PDF • 1.46 MB

Work Item Documents

BOQ_2104045.xls

BOQ • 0.31 MB

T2ETENDER.pdf

Tender Documents • 0.47 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (SOR-253) (Rates are Including Labour Cess but Excluding GST)
2Construction 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 density, complete as per technical specification clause 401. (Rates are Including Labour Cess but Excluding GST)
3Providing, laying, spreading and compacting stone aggregates of 63-45 mm specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Rates are Including Labour Cess but Excluding GST)
4Providing, 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 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Rates are Including Labour Cess but Excluding GST)
5Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits availble land with all lifts and leads, spreading, grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specitaion Clause 303.1 (Rates are Including Labour Cess but Excluding GST)
6Brick edging on both side of the road of 1st Class brick 8 cm. (3") wide and 12 cm. (41/2") deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing & ramming the excavated earth including all labour, T&P sudries required for proper completion of work with material. (Rates are Including Labour Cess but Excluding GST)
7Providing and applying primer coat with EMULSION on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 (Rates are Including Labour Cess but Excluding GST)
8Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Rates are Including Labour Cess but Excluding GST)
9Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. (Rates are Including Labour Cess but Excluding GST)
10Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 (Rates are Including Labour Cess but Excluding GST)

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (SOR-253) (Rates are Including Labour Cess but Excluding GST)

2Construction 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 density, complete as per technical specification clause 401. (Rates are Including Labour Cess but Excluding GST)

3Providing, laying, spreading and compacting stone aggregates of 63-45 mm specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Rates are Including Labour Cess but Excluding GST)

4Providing, 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 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Rates are Including Labour Cess but Excluding GST)

5Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits availble land with all lifts and leads, spreading, grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specitaion Clause 303.1 (Rates are Including Labour Cess but Excluding GST)

6Brick edging on both side of the road of 1st Class brick 8 cm. (3") wide and 12 cm. (41/2") deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing & ramming the excavated earth including all labour, T&P sudries required for proper completion of work with material. (Rates are Including Labour Cess but Excluding GST)

7Providing and applying primer coat with EMULSION on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 (Rates are Including Labour Cess but Excluding GST)

8Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Rates are Including Labour Cess but Excluding GST)

9Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. (Rates are Including Labour Cess but Excluding GST)

10Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 (Rates are Including Labour Cess but Excluding GST)