Technical Eval

Works

Civil Works

Naveen Sampark Marg Kiratpur Akbarabad Marg Se Govindpur Tak Nirman Karye

Rajya Krishi Utpadan Mandi Parishad,UP

Kiratpur | Bijnor, Uttar Pradesh

Amount: ₹31.4 LCloses: 15 Apr 2026Closed

Timeline

Published25 Mar 2026
Closed15 Apr 2026
Technical Evaluation24 Apr 2026
Award—

Bids

4 Bids24 Apr 2026

#	Company	Status
1	PRADEEP KUMAR CONTARCTOR Accepted-Technical	Accepted-Technical Responsive
2	RAJEEV KUMAR CONTRACTOR Accepted-Technical RES VILL SALMABAD URF SHADAMPUR KHEMA POST FAREEDPUR BHOGA DIST BIJNOR \| BIJNOR \| UTTAR PRADESH \| 246701	Accepted-Technical Responsive
3	GAURAV SINGH CHAUHAN Rejected-Technical	Rejected-Technical Non Responsive
4	VINAY KUMAR CONTRACTOR AND SUPPLIERS Rejected-Technical	Rejected-Technical Non Responsive

Tender Value

₹31.4 L

EMD Value

₹3.1 L

Closing Date

15 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

DDC Mandi Parishad

Address

DDC Office Mandi Parishad C-8 Deen Dayal Nagar, Kanth Road Moradabad

Work Description

Naveen Sampark Marg Kiratpur Akbarabad Marg Se Govindpur Tak Nirman Karye

Tender Information

Tender ID

2026_RKUMP_1129930_1

Reference Number

6069 Dt.24.03.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

120 days

Location

Kiratpur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredNotice (.pdf)

RequiredCondition (.pdf)

Finance

RequiredFinancial (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,664

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

DDC Mandi Parishad

EMD Fee Amount

₹3.1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Apr 2026

Published

25 Mar 2026

Bid Opening

16 Apr 2026

Download Starts

25 Mar 2026

Download Ends

15 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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in cutting or in embankment in oridinary soil, excavation to be in the form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slopes and also including 1.50 M lifts and 30 M lead, including its loading, unloading, carriage and all labour and T&P etc. required for proper completion of work. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by E-in-Charge.
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.
3Providing, 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 2 as per Technical Specification Clause 405.
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 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.
5Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7 to 1-0 kg/sqm using mechanical means as per Technical Specification Clause 502
6Providing and applying tack coat with bitumen VG-10 grade using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
7Providing, 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 bitumen or emulsion 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 either Type A or Type B or Type C as per as per Technical Specification Clause 508.
8Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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
9BOE on edge dry i/c supply of all material labour and t&p etc required for proper completion of the work (SI NO 762 B)
10Brick edging on both sides of the road of first class (M-150) Brick on edge laid with mud mortar including labour and supply of bricks finished to the required templete and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-Charge.

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

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 • 1.08 MB

Tendernotice_2.pdf

PDF • 1.88 MB

Work Item Documents

BOQ_2108209.xls

BOQ • 0.31 MB

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Company

PRADEEP KUMAR CONTARCTOR

Accepted-Technical

RAJEEV KUMAR CONTRACTOR

Accepted-Technical

RES VILL SALMABAD URF SHADAMPUR KHEMA POST FAREEDPUR BHOGA DIST BIJNOR | BIJNOR | UTTAR PRADESH | 246701

GAURAV SINGH CHAUHAN

Rejected-Technical

VINAY KUMAR CONTRACTOR AND SUPPLIERS

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in cutting or in embankment in oridinary soil, excavation to be in the form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slopes and also including 1.50 M lifts and 30 M lead, including its loading, unloading, carriage and all labour and T&P etc. required for proper completion of work. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by E-in-Charge.
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.
3Providing, 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 2 as per Technical Specification Clause 405.
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 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.
5Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7 to 1-0 kg/sqm using mechanical means as per Technical Specification Clause 502
6Providing and applying tack coat with bitumen VG-10 grade using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
7Providing, 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 bitumen or emulsion 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 either Type A or Type B or Type C as per as per Technical Specification Clause 508.
8Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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
9BOE on edge dry i/c supply of all material labour and t&p etc required for proper completion of the work (SI NO 762 B)
10Brick edging on both sides of the road of first class (M-150) Brick on edge laid with mud mortar including labour and supply of bricks finished to the required templete and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-Charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in cutting or in embankment in oridinary soil, excavation to be in the form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slopes and also including 1.50 M lifts and 30 M lead, including its loading, unloading, carriage and all labour and T&P etc. required for proper completion of work. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by E-in-Charge.

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.

3Providing, 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 2 as per Technical Specification Clause 405.

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 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.

5Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7 to 1-0 kg/sqm using mechanical means as per Technical Specification Clause 502

6Providing and applying tack coat with bitumen VG-10 grade using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

7Providing, 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 bitumen or emulsion 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 either Type A or Type B or Type C as per as per Technical Specification Clause 508.

8Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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

9BOE on edge dry i/c supply of all material labour and t&p etc required for proper completion of the work (SI NO 762 B)

10Brick edging on both sides of the road of first class (M-150) Brick on edge laid with mud mortar including labour and supply of bricks finished to the required templete and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-Charge.