Rajasthan

Technical Eval

Works

Civil Works

Construction of NP/ML Road under Package No. RJ-11-07/Taranagar/ ML-NP/2026-27

PWD - CE AND AS

Taranagar | Churu, Rajasthan

Amount: ₹3.0 CrCloses: 4 Sept 202631 Aug 2026Closed

Timeline

Published13 Aug 2026
Closed4 Sept 2026
Technical Evaluation19 Sept 2026
Financial Opening22 Sept 2026
Award—

Bids

1 Bid19 Sept 2026

#	Company	Status
1	MOHD AYUB CONTRACTOR Accepted-Technical	Accepted-Technical Responsive

Corrigenda

Corrigendum

1 updatesLatest on 31 Aug 2026Submission Ends:31 Aug 20264 Sept 2026

Date changes

Download Ends31 Aug 20264 Sept 2026Submission Ends31 Aug 20264 Sept 2026Bid Opening1 Sept 20267 Sept 2026

Tender Value

₹3.0 Cr

EMD Value

₹6.0 L

Closing Date

4 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Office of The Executive Engineer PWD Division Taranagar

Work Description

Construction of NP/ML Road under Package No. RJ-11-07/Taranagar/ ML-NP/2026-27

Tender Information

Tender ID

2026_CEPWD_586801_1

Reference Number

EE PWD TNR eNIT No 14/2026-27 No D-946 Dated 07/08/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

Taranagar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredeGras Challan MD RISL Fee, Tender Fee and EMD (.pdf)

RequiredRegistration Review, GST Registration, GST3B and per NIT and Tender documents (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

Tender Fee Payable To

Executive Engineer/MD RISL

EMD Fee Amount

₹6.0 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Sept 2026

Published

13 Aug 2026

Bid Opening

7 Sept 2026

Download Starts

13 Aug 2026

Download Ends

4 Sept 2026

Submission Starts

13 Aug 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 (61 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of Non Patchable Road from Buchawas to Madawas-Kohina 0/0 to 1/0 & 9/0to 9/500 Part "A" Earth Work
1.01	Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202.By Mechanical Means.	37.5	Cum	69	₹2,587.5
1.02	Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	50.63	Cum	515	₹26,074.45
1.03	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201..By Mechanical Means In area of non-thorny jungle	0.29	Hect.	10,374	₹3,008.46
1.04	Excavation 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 MoRTH Specification Clause 301.3	497.48	Cum	25	₹12,437
1.05	Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3	217.8	Cum	33	₹7,187.4
1.06	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3	742.5	Cum	44	₹32,670
1.07	CARRIAGE OF MATERIALS.Earth, Sand, Lime, Morrum manure or sludge.For 1 Km.	742.5	Cum	86	₹63,855
1.08	Part "B" Sub Base and Base Course	-	-	-	-
1.09	Construction 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	779.18	Cum	639	₹4,97,896.02

Stage Documents

Stage Summary Snapshot

stage.html

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Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

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Tendernotice_4.pdf

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Tendernotice_5.pdf

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Tendernotice_6.pdf

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Tendernotice_7.pdf

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Work Item Documents

07ComponentPkg07.pdf

Corrigendum Documents

CorrigeNIT14.pdf

PDF • 0.86 MB

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Company

MOHD AYUB CONTRACTOR

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of Non Patchable Road from Buchawas to Madawas-Kohina 0/0 to 1/0 & 9/0to 9/500 Part "A" Earth Work
1.01	Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202.By Mechanical Means.	37.5	Cum	69	₹2,587.5
1.02	Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	50.63	Cum	515	₹26,074.45
1.03	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201..By Mechanical Means In area of non-thorny jungle	0.29	Hect.	10,374	₹3,008.46
1.04	Excavation 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 MoRTH Specification Clause 301.3	497.48	Cum	25	₹12,437
1.05	Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3	217.8	Cum	33	₹7,187.4
1.06	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3	742.5	Cum	44	₹32,670
1.07	CARRIAGE OF MATERIALS.Earth, Sand, Lime, Morrum manure or sludge.For 1 Km.	742.5	Cum	86	₹63,855
1.08	Part "B" Sub Base and Base Course	-	-	-	-
1.09	Construction 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	779.18	Cum	639	₹4,97,896.02

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of Non Patchable Road from Buchawas to Madawas-Kohina 0/0 to 1/0 & 9/0to 9/500 Part "A" Earth Work

1.01

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202.By Mechanical Means.

37.5

Cum

₹2,587.5

1.02

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

50.63

Cum

515

₹26,074.45

1.03

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201..By Mechanical Means In area of non-thorny jungle

0.29

Hect.

10,374

₹3,008.46

1.04

Excavation 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 MoRTH Specification Clause 301.3

497.48

Cum

₹12,437

1.05

Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3

217.8

Cum

₹7,187.4

1.06

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3

742.5

Cum

₹32,670

1.07

CARRIAGE OF MATERIALS.Earth, Sand, Lime, Morrum manure or sludge.For 1 Km.

742.5

Cum

₹63,855

1.08

Part "B" Sub Base and Base Course

1.09

Construction 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

779.18

Cum

639

₹4,97,896.02