Tender ID

Rajasthan

To Be Opened

Works

Civil Works

Repair of Halipad and Approach Road during VIP Visit at Pushkar (UBN PWD2526WSOB25809)

PWD - CE AND AS

Ajmer, Rajasthan

Amount: ₹4.8 LCloses: 24 Mar 2026Closed

Timeline

Published21 Mar 2026
Closed24 Mar 2026
Bid Opening24 Mar 2026

Tender Value

₹4.8 L

EMD Value

₹9,620

Closing Date

24 Mar 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

HAJARI LAL AGARWAL EE

Address

TODARMAL MARG AJMER

Work Description

Repair of Halipad and Approach Road during VIP Visit at Pushkar (UBN PWD2526WSOB25809)

Tender Information

Tender ID

2026_CEPWD_547782_1

Reference Number

NIT No. 32/2025-26 E.E. PWD DISTT. DN. AJMER

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

2 days

Location

AJMER

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredCopy of Registration with Registration Review Order (.pdf)

RequiredCopy of PAN Card, GST , ESI, and EPF Registration (.pdf)

RequiredCopy of EPF Challan (.pdf)

RequiredAgreement duly E-Sign By Contractor (.pdf)

RequiredAnnexure A to D (.pdf)

RequiredCopy of Egras challan regarding tender fees processing and Earnest Money (.pdf)

Finance

RequiredSCHEDULE G (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

E.E.PWD DISTT.DN. AJMER/MD RISL JAIPUR BY EGRAS

EMD Fee Amount

₹9,620

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Mar 2026

Published

21 Mar 2026

Bid Opening

24 Mar 2026

Download Starts

21 Mar 2026

Download Ends

24 Mar 2026

Submission Starts

21 Mar 2026

Clarification Period

21 Mar 2026 - 24 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
2ROAD WORK
3DESCRIPTION OF WORK
4Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 km lead
5Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502
6Providing 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 MoRTH Specification Clause 503.
7Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 per cent 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 Specifications Clause 507 complete in all respects for for Grading-II(13 mm nominal size) Bitumen (VG-30)
8Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
9Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material

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 • 0.86 MB

Tendernotice_2.pdf

PDF • 10.58 MB

Tendernotice_3.pdf

PDF • 7.01 MB

Tendernotice_4.pdf

PDF • 0.58 MB

Work Item Documents

BOQ_976656.xls

BOQ • 0.28 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
2ROAD WORK
3DESCRIPTION OF WORK
4Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 km lead
5Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502
6Providing 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 MoRTH Specification Clause 503.
7Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 per cent 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 Specifications Clause 507 complete in all respects for for Grading-II(13 mm nominal size) Bitumen (VG-30)
8Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
9Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

2ROAD WORK

3DESCRIPTION OF WORK

4Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 km lead

5Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502

6Providing 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 MoRTH Specification Clause 503.

7Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 per cent 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 Specifications Clause 507 complete in all respects for for Grading-II(13 mm nominal size) Bitumen (VG-30)

8Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.

9Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material