Tender ID

Uttarakhand

Cancelled

Works

Civil Works - Roads

Renewal bv B.C. and construction of footpath work on the internal roads of Shankaracharya Chowk, Devpura Chowk, Chandracharya Chowk, Aryanagar Chowk and the road from Barrier to Gugal Temple in District Haridwar under Kumbh Mela 2027.

Public Works Department

Haridwar, Uttarakhand

Amount: ₹5.4 CrCloses: 4 May 2026Closed

Timeline

Published6 Apr 2026
Closed4 May 2026
Cancelled13 May 2026

Bids

2 Bids13 May 2026

#	Company	Status
1	M/s V K Aggarwal Admitted-Fee/PreQual/Technical 8 RAMBAGH KANWALI ROAD DEHRADUN	Admitted-Fee/PreQual/Technical
2	Triveny Consultants Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical

Cancellation Details

Cancellation of Tender

Cancellation of TenderAs per attached Office MemorandumReason: All bids rejected in technical evaluationDocument: cancelled_1.pdf

Published 13 May 2026

Tender Value

₹5.4 Cr

EMD Value

₹10.9 L

Closing Date

4 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer Civil Circle PWD Haridwar

Address

Office Of SE, Civil Circle, PWD Haridwar

Work Description

Renewal bv B.C. and construction of footpath work on the internal roads of Shankaracharya Chowk, Devpura Chowk, Chandracharya Chowk, Aryanagar Chowk and the road from Barrier to Gugal Temple in District Haridwar under Kumbh Mela 2027.

Tender Information

Tender ID

2026_pwd_93893_1

Reference Number

629/06C-Civil Circle/25 Dated-27.03.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

120 days

Location

Haridwar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTechnical Bid (Scan copy of all required Documents) (.pdf)

Finance

RequiredPrice BID (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,900

Tender Fee Payable To

EE, PD, PWD, Haridwar (Through online Challan)

EMD Fee Amount

₹10.9 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

SE, Civil Circle, PWD Haridwar

Important Dates

Last Activity

13 May 2026

Published

6 Apr 2026

Bid Opening

5 May 2026

Download Starts

6 Apr 2026

Download Ends

4 May 2026

Submission Starts

20 Apr 2026

Clarification Period

6 Apr 2026 - 15 Apr 2026

Pre-Bid Meeting

16 Apr 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all leads and lifts as per direction of engineer in charge and as per Technical Specification Clause 202.
2Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all leads and lifts as per direction of engineer in charge and as per Technical Specification Clause 302.3.
3Construction of Gravel/ Soil Aggregate Subbase/ Base by providing well graded material of nominal maximum size grading 80 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008.
4WBM 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials 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
5WBM 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials 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
6Providing 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.
7Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
8Providing 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
9Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Grading II - 26.5mm nominal size. (50mm Compacted thickness) * Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bituminous content & Density found actually in field after execute/Job Mix Formula/Estimated which ever is less. (Estimated density 2.31 Tonne/Cum)
10Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.44 MB

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.14 MB

Work Item Documents

SBD_Devpura.pdf

Tender Documents • 3.13 MB

BOQ_111126.xls

BOQ • 0.36 MB

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Company

M/s V K Aggarwal

Admitted-Fee/PreQual/Technical

8 RAMBAGH KANWALI ROAD DEHRADUN

Triveny Consultants

Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all leads and lifts as per direction of engineer in charge and as per Technical Specification Clause 202.
2Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all leads and lifts as per direction of engineer in charge and as per Technical Specification Clause 302.3.
3Construction of Gravel/ Soil Aggregate Subbase/ Base by providing well graded material of nominal maximum size grading 80 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008.
4WBM 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials 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
5WBM 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials 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
6Providing 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.
7Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
8Providing 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
9Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Grading II - 26.5mm nominal size. (50mm Compacted thickness) * Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bituminous content & Density found actually in field after execute/Job Mix Formula/Estimated which ever is less. (Estimated density 2.31 Tonne/Cum)
10Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all leads and lifts as per direction of engineer in charge and as per Technical Specification Clause 202.

2Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all leads and lifts as per direction of engineer in charge and as per Technical Specification Clause 302.3.

3Construction of Gravel/ Soil Aggregate Subbase/ Base by providing well graded material of nominal maximum size grading 80 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008.

4WBM 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials 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

5WBM 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials 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

6Providing 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.

7Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

8Providing 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

9Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Grading II - 26.5mm nominal size. (50mm Compacted thickness) * Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bituminous content & Density found actually in field after execute/Job Mix Formula/Estimated which ever is less. (Estimated density 2.31 Tonne/Cum)

10Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.