Tender ID

Uttarakhand

To Be Opened

Works

Civil Works - Roads

Improvement of Narayanbagad Bhagoti MR KM 10 To Jhijhoni Motor Road under Nanda Devi Rajjat Yatra.

CEO (Uttarakhand Rural Roads Development Agency)

NARAINBAGAR | Chamoli, Uttarakhand

Amount: ₹4.3 CrCloses: 1 May 2026Closed

Timeline

Published16 Apr 2026
Pre-Bid Meeting25 Apr 2026
Closed1 May 2026
Bid Opening2 May 2026

Tender Value

₹4.3 Cr

EMD Value

₹8.7 L

Closing Date

1 May 2026, 1:00 pmClosed

Tender Inviting Organisation

Name

SE PMGSY Gopeshwar HQ Circle office Gauchar, Chamo

Address

SE PMGSY Gopeshwar HQ Circle office Gauchar, Chamoi

Work Description

Improvement of Narayanbagad Bhagoti MR KM 10 To Jhijhoni Motor Road under Nanda Devi Rajjat Yatra.

Tender Information

Tender ID

2026_URRDA_94275_1

Reference Number

362_07M_PMGSY_09042026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

NARAINBAGAR

Source Website

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Eligibility / Pre-Qualification

refer Tender documents and SBD

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredScanned copy of technical bid (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,900

Tender Fee Payable To

EE RWD PMGSY KARANPRAYAG

EMD Fee Amount

₹8.7 L

Pre-Bid Meeting

Meeting Place

SE PMGSY Gopeshwar HQ Circle Gauchar, Chamoi

Important Dates

Last Activity

16 Apr 2026

Published

16 Apr 2026

Bid Opening

2 May 2026

Download Starts

16 Apr 2026

Download Ends

1 May 2026

Submission Starts

17 Apr 2026

Pre-Bid Meeting

25 Apr 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in hill road "Excavation in hilly area for construction of road in all type of soil and rock with E&B and BIB as met at site true to line as per L-Section, camber/Super elevation as required also including uprooting and cutting of bushes, dressing of road surface to the required level and slope with all lead ,lifts and safe disposal of surplus excavated material at suitable dumping place and forest land including slip clearance during hill side cutting as directed by engineer-in-charge including supply of all material, labour and T&P etc. required for proper completion of the work.
2	Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.	1	cu.m	-	-
3Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using naturally occuring gravel)
4	WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(By Mechanical Means)	1	cu.m	-	-
5	WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(By Mechanical Means)	1	cu.m	-	-
6Low porosity Providing and applying Prime coat LOW porosity with Bitumen emulsion (SS-1) complying with IS : 8887 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
7Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
820 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
9Seal Coat SealCoat Providing and laying seal coat sealing the voids in a bituminous surface laid to the s Technical pecificationClause 510 By Manual Means Case -I:Type B Bitumen (S-90)
10Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504

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 • 0.42 MB

Work Item Documents

BOQ_111581.xls

BOQ • 0.30 MB

jhinjhoni_SBD.pdf

Tender Documents • 2.63 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in hill road "Excavation in hilly area for construction of road in all type of soil and rock with E&B and BIB as met at site true to line as per L-Section, camber/Super elevation as required also including uprooting and cutting of bushes, dressing of road surface to the required level and slope with all lead ,lifts and safe disposal of surplus excavated material at suitable dumping place and forest land including slip clearance during hill side cutting as directed by engineer-in-charge including supply of all material, labour and T&P etc. required for proper completion of the work.
2	Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.	1	cu.m	-	-
3Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using naturally occuring gravel)
4	WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(By Mechanical Means)	1	cu.m	-	-
5	WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(By Mechanical Means)	1	cu.m	-	-
6Low porosity Providing and applying Prime coat LOW porosity with Bitumen emulsion (SS-1) complying with IS : 8887 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
7Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
820 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
9Seal Coat SealCoat Providing and laying seal coat sealing the voids in a bituminous surface laid to the s Technical pecificationClause 510 By Manual Means Case -I:Type B Bitumen (S-90)
10Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in hill road "Excavation in hilly area for construction of road in all type of soil and rock with E&B and BIB as met at site true to line as per L-Section, camber/Super elevation as required also including uprooting and cutting of bushes, dressing of road surface to the required level and slope with all lead ,lifts and safe disposal of surplus excavated material at suitable dumping place and forest land including slip clearance during hill side cutting as directed by engineer-in-charge including supply of all material, labour and T&P etc. required for proper completion of the work.

Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.

cu.m

3Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using naturally occuring gravel)

WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(By Mechanical Means)

cu.m

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(By Mechanical Means)

cu.m

6Low porosity Providing and applying Prime coat LOW porosity with Bitumen emulsion (SS-1) complying with IS : 8887 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.

7Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

820 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

9Seal Coat SealCoat Providing and laying seal coat sealing the voids in a bituminous surface laid to the s Technical pecificationClause 510 By Manual Means Case -I:Type B Bitumen (S-90)

10Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504