Tender ID

Rajasthan

To Be Opened

Works

Civil Works - Roads

WORK NO 03

DLB

NP LOSAL | Sikar, Rajasthan

Amount: ₹24.9 LCloses: 30 Mar 2026Closed

Timeline

Published20 Mar 2026
Closed30 Mar 2026
Bid Opening31 Mar 2026

Tender Value

₹24.9 L

EMD Value

₹49,760

Closing Date

30 Mar 2026, 9:00 amClosed

Tender Inviting Organisation

Name

Address

NAGAR PALIKA LOSAL

Work Description

Asphalting and patch work from different places in Old ward no 01 to 35

Tender Information

Tender ID

2026_DLB_547266_3

Reference Number

5168

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

120 days

Location

NP LOSAL

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Registered firm

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredAS PER REQ. TENDER DOCUMENT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

AS PER TENDER DOCUMENT

EMD Fee Amount

₹49,760

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

20 Mar 2026

Published

20 Mar 2026

Bid Opening

31 Mar 2026

Download Starts

20 Mar 2026

Download Ends

30 Mar 2026

Submission Starts

20 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 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Work
1.01	Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m.	-	cum	-	-
1.02	Carriage of Materials by mechanical transport including loading unloading and stacking Stone, boulders,gravelly material	-	cum	-	-
1.03	Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.	-	-	-	-
1.04	Bituminous courses	-	cum	-	-
1.05	Granular courses	-	cum	-	-
1.06	Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301 In all type of soil	-	cum	-	-
1.07	Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery lighting, guarding and maintenance of diversion Grading - III Material	-	cum	-	-
1.08	Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion.	-	cum	-	-
1.09	Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.	-	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.17 MB

Work Item Documents

BOQ_975844.xls

BOQ • 0.26 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Work
1.01	Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m.	-	cum	-	-
1.02	Carriage of Materials by mechanical transport including loading unloading and stacking Stone, boulders,gravelly material	-	cum	-	-
1.03	Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.	-	-	-	-
1.04	Bituminous courses	-	cum	-	-
1.05	Granular courses	-	cum	-	-
1.06	Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301 In all type of soil	-	cum	-	-
1.07	Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery lighting, guarding and maintenance of diversion Grading - III Material	-	cum	-	-
1.08	Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion.	-	cum	-	-
1.09	Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Work

1.01

Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m.

cum

1.02

Carriage of Materials by mechanical transport including loading unloading and stacking Stone, boulders,gravelly material

cum

1.03

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.

1.04

Bituminous courses

cum

1.05

Granular courses

cum

1.06

Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301 In all type of soil

cum

1.07

Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery lighting, guarding and maintenance of diversion Grading - III Material

cum

1.08

Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion.

cum

1.09

Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.

sqm