Tender ID

Technical Eval

Works

Civil Works - Roads

Renovation of Service Road od NAgariya Dy From km. 57.000 to km. 58.415

U P Irrigation Department (Civil)

Mainpuri, Uttar Pradesh

Amount: ₹14.7 LCloses: 24 Oct 2026Closed

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Timeline

Published19 Oct 2026
Closed24 Oct 2026
Technical Evaluation31 Oct 2026
Award—

Bids

5 Bids31 Oct 2026

#	Company	Status
1	M/S Arvind Kumar Gupta Accepted-Technical 2018 H NO AWAD NAGAR MAINPURI \| MAINPURI \| MAINPURI \| UTTAR PRADESH	Accepted-Technical Accept
2	RAJENDRA SINGH CONTRUCTOR Accepted-Technical	Accepted-Technical Accept
3	Krishna construction Rejected-Technical NEWADA PATHARA PRAYAGRAJ \| PRAYAGRAJ \| PRAYAGRAJ	Rejected-Technical Reject
4	M/s SANJEEV KUMAR SINGH CONTRACTOR AND SUPPLIERS Rejected-Technical GRAM KASADDA POST SUGAV MAINPURI \| MAINPURI \| UTTAR PRADESH \| 205001	Rejected-Technical Reject
5	M/S Vinay Construction Rejected-Technical PO PWD GATE NO 01 KE SAMNE KUNERA ZILA ETAWAH \| ETAWAH \| ETAWAH \| UTTAR PRADESH	Rejected-Technical Reject

Corrigenda

Corrigendum

1 updatesLatest on 22 Oct 2026

Tender Value

₹14.7 L

EMD Value

₹1.5 L

Closing Date

24 Oct 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

Excutive Engineer

Address

Excutive Enginner Lower Ganga Canal Mainpuri

Work Description

Renovation of Service Road od NAgariya Dy From km. 57.000 to km. 58.415

Tender Information

Tender ID

2026_UPIDC_1198771_2

Reference Number

06/E.E./2026-27 (Renovation of Service Road)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

15 days

Location

mainpuri

Source Website

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Eligibility / Pre-Qualification

Please Refer Tender Document

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTender Notice Document (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹266

EMD Fee Amount

₹1.5 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

31 Oct 2026

Published

19 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

19 Oct 2026

Download Ends

24 Oct 2026

Submission Starts

19 Oct 2026

Clarification Period

19 Oct 2026 - 24 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of Service Road
1.01	Uprooting jhund and moonj with disposal away from site complete in all respect at site as directed by engineer- in- charge	1,018.8	SQM	35	₹35,658
1.02	Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earth work in embankment to be in 20cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as directed by Engineer- in-Charge.	802.31	CUM	67	₹53,754.77
1.03	Providing and applying tackcoat with bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom including all cost of labour T&P, material, carriage cost, compection,etc. required to complete the work at site , as per direction of engineer in charge.	4,266	SQM	30.3	₹1,29,259.8
1.04	Providing and laying of open graded premix carpet of 20 mm thick composed of 13.20mm to 5.60 mm aggregates either using penetration bitumen ( VG - 10) to required line, grade and leved 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 including all cost of labour T&P, material, carriage cost, compaction,etc. required to complete the work at site , as per direction of engineer in charge.	4,266	SQM	225.96	₹9,63,945.36
1.05	Providing and laying seal coat sealing the voids on bituminious( VG-10) surface laid to the specified levels, grade and cross falls using Type C, including all cost of labour T&P, material, carriage cost, compaction,etc. required to complete the work at site , as per direction of engineer in charge.	4,266	SQM	87.97	₹3,75,280.02

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 7.44 MB

Work Item Documents

BOQ_2265502.xls

BOQ • 0.29 MB

Corrigendum Documents

other.pdf

PDF • 0.31 MB

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Company

M/S Arvind Kumar Gupta

Accepted-Technical

2018 H NO AWAD NAGAR MAINPURI | MAINPURI | MAINPURI | UTTAR PRADESH

RAJENDRA SINGH CONTRUCTOR

Accepted-Technical

Krishna construction

Rejected-Technical

NEWADA PATHARA PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ

M/s SANJEEV KUMAR SINGH CONTRACTOR AND SUPPLIERS

Rejected-Technical

GRAM KASADDA POST SUGAV MAINPURI | MAINPURI | UTTAR PRADESH | 205001

M/S Vinay Construction

Rejected-Technical

PO PWD GATE NO 01 KE SAMNE KUNERA ZILA ETAWAH | ETAWAH | ETAWAH | UTTAR PRADESH

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of Service Road
1.01	Uprooting jhund and moonj with disposal away from site complete in all respect at site as directed by engineer- in- charge	1,018.8	SQM	35	₹35,658
1.02	Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earth work in embankment to be in 20cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as directed by Engineer- in-Charge.	802.31	CUM	67	₹53,754.77
1.03	Providing and applying tackcoat with bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom including all cost of labour T&P, material, carriage cost, compection,etc. required to complete the work at site , as per direction of engineer in charge.	4,266	SQM	30.3	₹1,29,259.8
1.04	Providing and laying of open graded premix carpet of 20 mm thick composed of 13.20mm to 5.60 mm aggregates either using penetration bitumen ( VG - 10) to required line, grade and leved 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 including all cost of labour T&P, material, carriage cost, compaction,etc. required to complete the work at site , as per direction of engineer in charge.	4,266	SQM	225.96	₹9,63,945.36
1.05	Providing and laying seal coat sealing the voids on bituminious( VG-10) surface laid to the specified levels, grade and cross falls using Type C, including all cost of labour T&P, material, carriage cost, compaction,etc. required to complete the work at site , as per direction of engineer in charge.	4,266	SQM	87.97	₹3,75,280.02

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Renovation of Service Road

1.01

Uprooting jhund and moonj with disposal away from site complete in all respect at site as directed by engineer- in- charge

1,018.8

SQM

₹35,658

1.02

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earth work in embankment to be in 20cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as directed by Engineer- in-Charge.

802.31

CUM

₹53,754.77

1.03

Providing and applying tackcoat with bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom including all cost of labour T&P, material, carriage cost, compection,etc. required to complete the work at site , as per direction of engineer in charge.

4,266

SQM

30.3

₹1,29,259.8

1.04

Providing and laying of open graded premix carpet of 20 mm thick composed of 13.20mm to 5.60 mm aggregates either using penetration bitumen ( VG - 10) to required line, grade and leved 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 including all cost of labour T&P, material, carriage cost, compaction,etc. required to complete the work at site , as per direction of engineer in charge.

4,266

SQM

225.96

₹9,63,945.36

1.05

Providing and laying seal coat sealing the voids on bituminious( VG-10) surface laid to the specified levels, grade and cross falls using Type C, including all cost of labour T&P, material, carriage cost, compaction,etc. required to complete the work at site , as per direction of engineer in charge.

4,266

SQM

87.97

₹3,75,280.02