Uttarakhand

To Be Opened

Works

Civil Works - Roads

Under State Sector Reconstruction and Improvement of Matiyala-Kirsal Motor Road from Km. 31 of Adibadri-Nauti Motor Road.

Public Works Department

Gairsain Block | Chamoli, Uttarakhand

Amount: Refer DocsCloses: 28 Apr 202625 Apr 2026Closed

Timeline

Published4 Apr 2026
Closed28 Apr 202625 Apr 2026
Bid Opening29 Apr 202627 Apr 2026

Corrigenda

Corrigendum

1 updatesLatest on 25 Apr 2026Submission Ends:25 Apr 202628 Apr 2026

Date changes

Download Ends25 Apr 202628 Apr 2026Submission Ends25 Apr 202628 Apr 2026Bid Opening27 Apr 202629 Apr 2026

Tender Value

Refer Docs

EMD Value

₹82,500

Closing Date

28 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Con. Div. PWD Gauchar

Work Description

Under State Sector Reconstruction and Improvement of Matiyala-Kirsal Motor Road from Km. 31 of Adibadri-Nauti Motor Road.

Tender Information

Tender ID

2026_pwd_93876_1

Reference Number

457/15AC Dated 31-03-2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

Gairsain Block

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredFee/PreQual/Technical (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹3,540

Tender Fee Payable To

EE CD PWD Gauchar (Chamoli)

EMD Fee Amount

₹82,500

Important Dates

Last Activity

4 Apr 2026

Published

4 Apr 2026

Bid Opening

29 Apr 2026

Download Starts

4 Apr 2026

Download Ends

28 Apr 2026

Submission Starts

5 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (38 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1W.B.M. Work
1.01	WBM Grading 1Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing, rolling with three wheel 80-100 kN static roller in stages toproper grade and camber, applying and brooming, crushable screening to fill-upthe interstices of coarse aggregate, watering and compacting to the requireddensity Grading 1 as per Technical Specification Clause 405.	-	cum	-	-
1.02	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	-	/Cum	-	-
1.03	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.	-	/Cum	-	-
2P.C. Work
2.01	Low porosityProviding 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	-	/sqm	-	-
2.02	Providing 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.	-	/sqm	-	-
2.03	20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per TechnicalSpecification Clause 508.2	-	/sqm	-	-
2.04	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type b as per Technical Specification Clause 510 By mannual Means Bitumen (VG-10)	-	/sqm	-	-
5Drain

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.57 MB

Work Item Documents

BOQ_111093.xls

BOQ • 0.30 MB

BIDdoc1.pdf

Tender Documents • 0.98 MB

Corrigendum Documents

corrigendum.pdf

PDF • 0.43 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1W.B.M. Work
1.01	WBM Grading 1Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing, rolling with three wheel 80-100 kN static roller in stages toproper grade and camber, applying and brooming, crushable screening to fill-upthe interstices of coarse aggregate, watering and compacting to the requireddensity Grading 1 as per Technical Specification Clause 405.	-	cum	-	-
1.02	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	-	/Cum	-	-
1.03	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.	-	/Cum	-	-
2P.C. Work
2.01	Low porosityProviding 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	-	/sqm	-	-
2.02	Providing 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.	-	/sqm	-	-
2.03	20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per TechnicalSpecification Clause 508.2	-	/sqm	-	-
2.04	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type b as per Technical Specification Clause 510 By mannual Means Bitumen (VG-10)	-	/sqm	-	-
5Drain

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1W.B.M. Work

1.01

WBM Grading 1Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing, rolling with three wheel 80-100 kN static roller in stages toproper grade and camber, applying and brooming, crushable screening to fill-upthe interstices of coarse aggregate, watering and compacting to the requireddensity Grading 1 as per Technical Specification Clause 405.

cum

1.02

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

/Cum

1.03

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.

/Cum

2P.C. Work

2.01

Low porosityProviding 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

/sqm

2.02

Providing 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.

/sqm

2.03

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per TechnicalSpecification Clause 508.2

/sqm

2.04

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type b as per Technical Specification Clause 510 By mannual Means Bitumen (VG-10)

/sqm

5Drain