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Improvement and Damrikaran Work of Dhadkuwa to Binoli Motor Road under the State Sector in Gram Panchayat Seem Block Bhikiyasen Constituency Ranikhet District Almora

Public Works Department

Bhikiyasen | Almora, Uttarakhand

Amount: ₹1.8 CrCloses: 5 Oct 2026

Timeline

Published16 Sept 2026
Pre-Bid Meeting19 Sept 2026
Submission Opens20 Sept 2026
Closes5 Oct 2026
Bid Opening5 Oct 2026

Tender Value

₹1.8 Cr

EMD Value

₹3.1 L

Closing Date

5 Oct 2026, 1:00 pm

Tender Inviting Organisation

Name

Superintending Engineer

Address

Superintending Engineer 1st Circle PWD Almora

Work Description

Improvement and Damrikaran Work of Dhadkuwa to Binoli Motor Road under the State Sector in Gram Panchayat Seem Block Bhikiyasen Constituency Ranikhet District Almora

Tender Information

Tender ID

2026_pwd_100202_1

Reference Number

3454/Nivida-01/2026-27 dated 08/09/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

365 days

Location

Bhikiyasen

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per technical bid

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

Requiredtechnical bid (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,900

Tender Fee Payable To

EE PD PWD Ranikhet

EMD Fee Amount

₹3.1 L

Pre-Bid Meeting

Meeting Place

Almora

Important Dates

Last Activity

16 Sept 2026

Published

16 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

16 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

20 Sept 2026

Pre-Bid Meeting

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (40 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Improvement and Damarikaran Work
1.01	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 1 as per Technical Specification Clause 405. By Mechanical Means	1,197.38	Cum	-	-
1.02	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 Mechanicall Means	831.51	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. By Mechanical Means	831.51	Cum	-	-
2Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
2.01	Patri Filling after Solling Coat	208	Cum	-	-
2.02	Patri Filling after Inter Coat	214.5	Cum	-	-
2.03	Patri Filling after Top Coat	214.5	Cum	-	-
2.04	For Super Elevation	372.02	Cum	-	-
3	Providing 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	11,086.88	Sqm	-	-

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 • 8.58 MB

Work Item Documents

dhadkuwabinoli.pdf

Tender Documents • 24.47 MB

BOQ_118144.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Improvement and Damarikaran Work
1.01	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 1 as per Technical Specification Clause 405. By Mechanical Means	1,197.38	Cum	-	-
1.02	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 Mechanicall Means	831.51	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. By Mechanical Means	831.51	Cum	-	-
2Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
2.01	Patri Filling after Solling Coat	208	Cum	-	-
2.02	Patri Filling after Inter Coat	214.5	Cum	-	-
2.03	Patri Filling after Top Coat	214.5	Cum	-	-
2.04	For Super Elevation	372.02	Cum	-	-
3	Providing 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	11,086.88	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Improvement and Damarikaran Work

1.01

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 1 as per Technical Specification Clause 405. By Mechanical Means

1,197.38

Cum

1.02

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 Mechanicall Means

831.51

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. By Mechanical Means

831.51

Cum

2Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

2.01

Patri Filling after Solling Coat

208

Cum

2.02

Patri Filling after Inter Coat

214.5

Cum

2.03

Patri Filling after Top Coat

214.5

Cum

2.04

For Super Elevation

372.02

Cum

Providing 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

11,086.88

Sqm