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Civil Works - Roads

Pozheel road Renovation in Ward No 13

Local Self Government Department

Narakkal | Ernakulam, Kerala

Amount: ₹2.8 LCloses: 9 Oct 20267d left

Timeline

Published30 Sept 2026
Closes9 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹2.8 L

EMD Value

₹6,917

Closing Date

9 Oct 2026, 1:00 pm7d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

O/O The Assistant Engineer, LID and EW , Narakkal GP

Work Description

Pozheel road Renovation in Ward No 13

Tender Information

Tender ID

2026_LSGD_873860_11

Reference Number

ET3-1/AE/NKL/LSGD/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

Narakkal

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSelf attested Copy of the bidders valid registration and GST certificate (.pdf)

RequiredDuly filled and signed copy of bid submission letter (Form Of Tender)as per item no-1 PartVI (.pdf)

RequiredSigned copy of preliminary agreement as per item no-2 Part-VI of this bid document (.pdf)

RequiredSigned copy of Integrity pact certificate as per item no-3 Part-VI of this bid (.pdf)

RequiredSigned copy of Affidavit as per item no-4 Part VI and requisition for e-payment as per item no-6 (.pdf)

RequiredStandard Bid Document with NIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹610

EMD Fee Amount

₹6,917

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

30 Sept 2026

Download Ends

9 Oct 2026

Submission Starts

30 Sept 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 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Tiling
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	130.25	sqm	16.97	₹2,210.34
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	19.17	cum	3,530.01	₹67,670.29
1.003	OD149226/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in-charge.	158.88	per sqm	1,178.05	₹1,87,162.69
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	2.02	cum	9,738.13	₹19,651.55

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.58 MB

Work Item Documents

BOQ_1482799.xls

BOQ • 0.31 MB

NITpozheelroad.pdf

Tender Documents • 0.03 MB

SBDpozheelroad.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Tiling
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	130.25	sqm	16.97	₹2,210.34
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	19.17	cum	3,530.01	₹67,670.29
1.003	OD149226/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in-charge.	158.88	per sqm	1,178.05	₹1,87,162.69
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	2.02	cum	9,738.13	₹19,651.55

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Tiling

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

130.25

sqm

16.97

₹2,210.34

1.002

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

19.17

cum

3,530.01

₹67,670.29

1.003

OD149226/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in-charge.

158.88

per sqm

1,178.05

₹1,87,162.69

1.004

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

2.02

cum

9,738.13

₹19,651.55