Tender ID

Uttarakhand

Cancelled

Works

Civil Works - Roads

Renewal of road and construction of footpath from Bengali mor to Jhanda Chowk, Shriyantra Temple, Budhimata Temple in Haridwar district under Kumbh Mela-2027.

Public Works Department

Haridwar, Uttarakhand

Amount: ₹3.8 CrCloses: 4 May 2026Closed

Timeline

Published6 Apr 2026
Closed4 May 2026
Cancelled21 May 2026

Bids

3 Bids21 May 2026

#	Company	Status
1	AMIT KUMAR SAINI THEKEDAR Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical
2	M/S DOON INFRASTRUCTURE Admitted-Fee/PreQual/Technical 5 A WEST REST CAMP DEHRADUN	Admitted-Fee/PreQual/Technical
3	M/s P.K.Infratech Admitted-Fee/PreQual/Technical NEAR BANK OF BARODA 70 DEHRADUN ROAD RISHIKESH DISTRICT DEHRADUN \| RISHIKESH \| DEHRADUN \| UTTARAKHAND	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 21 May 2026

Tender Value

₹3.8 Cr

EMD Value

₹7.7 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 of road and construction of footpath from Bengali mor to Jhanda Chowk, Shriyantra Temple, Budhimata Temple in Haridwar district under Kumbh Mela-2027.

Tender Information

Tender ID

2026_pwd_93842_2

Reference Number

630/06C-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

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredScanned PDF of all required Document as per Tender Documents (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,900

Tender Fee Payable To

EE, PD, PWD, Haridwar (Through E-Challan)

EMD Fee Amount

₹7.7 L

Pre-Bid Meeting

Meeting Place

SE. Civil Circle, PWD Haridwar

Important Dates

Last Activity

21 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 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and otherstructures comprising of brick masonry, including disposal of unserviceable materialand stacking the serviceable material with all lift and lead of 1000 m as perTechnical 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
3Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402
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, crushable 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
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, crushable 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 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, transportingthe 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. *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)
7Providing 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.
8Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects 3-4-2 for Grading-II (bituminous binder @ 5.4 % of mix) *Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bitumen content & Density found actually in field after execution/ Job Mix Formula/ Estimated which ever is less. (Estimated density 2.356 Tonne/Cum)
9Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 10 Nominal mix (1:3:6)
10Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.36 MB

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 • 1.07 MB

Work Item Documents

SBD_Jhandachowk.pdf

Tender Documents • 4.35 MB

BOQ_111119.xls

BOQ • 0.38 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

AMIT KUMAR SAINI THEKEDAR

Admitted-Fee/PreQual/Technical

M/S DOON INFRASTRUCTURE

Admitted-Fee/PreQual/Technical

5 A WEST REST CAMP DEHRADUN

M/s P.K.Infratech

Admitted-Fee/PreQual/Technical

NEAR BANK OF BARODA 70 DEHRADUN ROAD RISHIKESH DISTRICT DEHRADUN | RISHIKESH | DEHRADUN | UTTARAKHAND

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and otherstructures comprising of brick masonry, including disposal of unserviceable materialand stacking the serviceable material with all lift and lead of 1000 m as perTechnical 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
3Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402
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, crushable 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
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, crushable 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 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, transportingthe 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. *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)
7Providing 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.
8Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects 3-4-2 for Grading-II (bituminous binder @ 5.4 % of mix) *Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bitumen content & Density found actually in field after execution/ Job Mix Formula/ Estimated which ever is less. (Estimated density 2.356 Tonne/Cum)
9Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 10 Nominal mix (1:3:6)
10Interlocking Concrete Block Pavement Providing 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

1Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and otherstructures comprising of brick masonry, including disposal of unserviceable materialand stacking the serviceable material with all lift and lead of 1000 m as perTechnical 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

3Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402

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, crushable 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

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, crushable 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 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, transportingthe 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. *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)

7Providing 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.

8Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects 3-4-2 for Grading-II (bituminous binder @ 5.4 % of mix) *Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bitumen content & Density found actually in field after execution/ Job Mix Formula/ Estimated which ever is less. (Estimated density 2.356 Tonne/Cum)

9Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 10 Nominal mix (1:3:6)

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