Tender ID

Uttarakhand

To Be Opened

Works

Civil Works - Roads

Renewal work by SDBC in various Km, between 2 to 13 of Jakhdhar Ghansali motor road (Length 4.00 Km) in District Tehri Garhwal.

Public Works Department

Ghansali (Tehri Garhwal) | Tehri Garhwal, Uttarakhand

Amount: ₹75 LCloses: 13 Apr 2026Closed

Timeline

Published27 Mar 2026
Closed13 Apr 2026
Bid Opening13 Apr 2026

Tender Value

₹75 L

EMD Value

₹1.5 L

Closing Date

13 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Office of the E.E., T.D., PWD, Ghansali

Work Description

Renewal work by SDBC in various Km, between 2 to 13 of Jakhdhar Ghansali motor road (Length 4.00 Km) in District Tehri Garhwal.

Tender Information

Tender ID

2026_pwd_93569_1

Reference Number

428/16A Dated 24-03-2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Ghansali (Tehri Garhwal)

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per Tender Notice, Bid condition and BOQ

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredBid Condition (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹4,720

Tender Fee Payable To

EE, TD, PWD, Ghansali

EMD Fee Amount

₹1.5 L

Important Dates

Last Activity

27 Mar 2026

Published

27 Mar 2026

Bid Opening

13 Apr 2026

Download Starts

27 Mar 2026

Download Ends

13 Apr 2026

Submission Starts

27 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing 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 repared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) with Bitumen VG-10
3Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonne sper hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to worksite, 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 clauseNo. 508 complete in all respects Grading II - 10mm using VG - 10 bitumen (bituminous binder @ 5 % of mix)
4Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

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 • 0.67 MB

Work Item Documents

jakhdhar.pdf

Tender Documents • 0.94 MB

BOQ_110762.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing 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 repared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) with Bitumen VG-10
3Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonne sper hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to worksite, 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 clauseNo. 508 complete in all respects Grading II - 10mm using VG - 10 bitumen (bituminous binder @ 5 % of mix)
4Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing 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 repared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

2Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) with Bitumen VG-10

3Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonne sper hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to worksite, 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 clauseNo. 508 complete in all respects Grading II - 10mm using VG - 10 bitumen (bituminous binder @ 5 % of mix)

4Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.