Tender ID

Cancelled

Works

Civil Works - Roads

Construction work and 5-year maintenance work of the link road from Inhauna Maharajganj road Ratwalia to Sarvjeet Bazar road via Dandupur

Chief Engineer PWD Faizabad Zone

Amethi, Uttar Pradesh

Amount: ₹2.2 CrCloses: 31 Mar 2026Closed

Timeline

Published26 Mar 2026
Closed31 Mar 2026
Cancelled1 Apr 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: All bids rejected in technical evaluationDocument: cancelled_1.pdf

Published 1 Apr 2026

Tender Value

₹2.2 Cr

EMD Value

₹13.2 L

Closing Date

31 Mar 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

S.E. Sultanpur-Amethi Circle, U.P.P.W.D. Sultanpur

Address

S.E. Sultanpur-Amethi Circle, U.P.P.W.D. Sultanpur

Work Description

Construction work and 5-year maintenance work of the link road from Inhauna Maharajganj road Ratwalia to Sarvjeet Bazar road via Dandupur

Tender Information

Tender ID

2026_CEUFZ_1129965_2

Reference Number

1175/1com-Sul.A.Cir./2025-26 Date 20-03-2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Fixed-rate

Period of Work

365 days

Location

AMETHI

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTENDER NOTICE (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,714

EMD Fee Amount

₹13.2 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

S.E. Sultanpur-Amethi Circle, U.P.P.W.D. Sultanpur

Important Dates

Last Activity

1 Apr 2026

Published

26 Mar 2026

Bid Opening

31 Mar 2026

Download Starts

26 Mar 2026

Download Ends

31 Mar 2026

Submission Starts

26 Mar 2026

Pre-Bid Meeting

28 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
1Earth work in cutting or in embankment in ordinaryh soil, excavation to be the from of regular pits not exceeding 1/2 meter in depth and earthwork in embankment to be in 20 CM. layers inclusing ramming and dressing the surface to required levels and slopes and also including 1.50 meter lift and 30 meter lead. the earth from cutting to be used in making embankment or to be desposited as spoil banks withen 30 m. (100Ft) distance as directed by the Engineer-in Charge.
2Providing, laying and spreading Material on a prepared Sub grade, adding cement @ 2% by weight to the spread Material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.
3Construction 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 complacting with smooth wheel roller to achieved the desired density. complete as per clause 401.
4Providing, laying and spreading Material on a prepared Sub base, adding cement @ 4% by weight to the spread Material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.
5Providing and applying tack coat with bitumen VG - 10 using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specicification Clause 503.
6Providing and laying rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 mm aggreates using VG-10 Grade Bitumen to required line, grade and level to serve as wearing course on a previously prepared base by manual means, including mixing in a suitale plant, laying and rolling with a 3 wheel 8 - 10 tonne static roller capacity, finished to required level and grades to be followed by seal coat as per technical clause 508
7Providing 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
8Earthwork in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding 1/2 metre in depth and earthwork in embankment to be in 20cm. Layers including ramming and dressing the surface to required levels and slopes and also including 1.5metre (5ft) lift and 30m.(100ft) lead. The earth from cutting to be used in making embankment or to be desposited as spoil banks within 30m.(100ft) distance as directed by the Engineer-in-Charge.
9Construction of H.P. culverts 350 mm and 900 mm dia NP3 H.P. Excavation in foundation in ordinary soil including lift 1.5mt and lead up to 30M and including filling, filling, watering, ramming of excavation earth and also complete with all respect.
10Concrete with 4cm gauge Stone ballast Coarse sand and cement in proportion (8:4:1) in foundation and under pipes including supply of all material, labour T&P etc. required for propr completion of the work as per S.L. 273

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.13 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 • 0.17 MB

Work Item Documents

BOQ_2107902.xls

BOQ • 0.30 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
1Earth work in cutting or in embankment in ordinaryh soil, excavation to be the from of regular pits not exceeding 1/2 meter in depth and earthwork in embankment to be in 20 CM. layers inclusing ramming and dressing the surface to required levels and slopes and also including 1.50 meter lift and 30 meter lead. the earth from cutting to be used in making embankment or to be desposited as spoil banks withen 30 m. (100Ft) distance as directed by the Engineer-in Charge.
2Providing, laying and spreading Material on a prepared Sub grade, adding cement @ 2% by weight to the spread Material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.
3Construction 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 complacting with smooth wheel roller to achieved the desired density. complete as per clause 401.
4Providing, laying and spreading Material on a prepared Sub base, adding cement @ 4% by weight to the spread Material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.
5Providing and applying tack coat with bitumen VG - 10 using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specicification Clause 503.
6Providing and laying rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 mm aggreates using VG-10 Grade Bitumen to required line, grade and level to serve as wearing course on a previously prepared base by manual means, including mixing in a suitale plant, laying and rolling with a 3 wheel 8 - 10 tonne static roller capacity, finished to required level and grades to be followed by seal coat as per technical clause 508
7Providing 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
8Earthwork in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding 1/2 metre in depth and earthwork in embankment to be in 20cm. Layers including ramming and dressing the surface to required levels and slopes and also including 1.5metre (5ft) lift and 30m.(100ft) lead. The earth from cutting to be used in making embankment or to be desposited as spoil banks within 30m.(100ft) distance as directed by the Engineer-in-Charge.
9Construction of H.P. culverts 350 mm and 900 mm dia NP3 H.P. Excavation in foundation in ordinary soil including lift 1.5mt and lead up to 30M and including filling, filling, watering, ramming of excavation earth and also complete with all respect.
10Concrete with 4cm gauge Stone ballast Coarse sand and cement in proportion (8:4:1) in foundation and under pipes including supply of all material, labour T&P etc. required for propr completion of the work as per S.L. 273

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in cutting or in embankment in ordinaryh soil, excavation to be the from of regular pits not exceeding 1/2 meter in depth and earthwork in embankment to be in 20 CM. layers inclusing ramming and dressing the surface to required levels and slopes and also including 1.50 meter lift and 30 meter lead. the earth from cutting to be used in making embankment or to be desposited as spoil banks withen 30 m. (100Ft) distance as directed by the Engineer-in Charge.

2Providing, laying and spreading Material on a prepared Sub grade, adding cement @ 2% by weight to the spread Material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.

3Construction 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 complacting with smooth wheel roller to achieved the desired density. complete as per clause 401.

4Providing, laying and spreading Material on a prepared Sub base, adding cement @ 4% by weight to the spread Material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.

5Providing and applying tack coat with bitumen VG - 10 using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specicification Clause 503.

6Providing and laying rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 mm aggreates using VG-10 Grade Bitumen to required line, grade and level to serve as wearing course on a previously prepared base by manual means, including mixing in a suitale plant, laying and rolling with a 3 wheel 8 - 10 tonne static roller capacity, finished to required level and grades to be followed by seal coat as per technical clause 508

7Providing 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

8Earthwork in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding 1/2 metre in depth and earthwork in embankment to be in 20cm. Layers including ramming and dressing the surface to required levels and slopes and also including 1.5metre (5ft) lift and 30m.(100ft) lead. The earth from cutting to be used in making embankment or to be desposited as spoil banks within 30m.(100ft) distance as directed by the Engineer-in-Charge.

9Construction of H.P. culverts 350 mm and 900 mm dia NP3 H.P. Excavation in foundation in ordinary soil including lift 1.5mt and lead up to 30M and including filling, filling, watering, ramming of excavation earth and also complete with all respect.

10Concrete with 4cm gauge Stone ballast Coarse sand and cement in proportion (8:4:1) in foundation and under pipes including supply of all material, labour T&P etc. required for propr completion of the work as per S.L. 273