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Civil Works - Roads

MATHUR GP 2026-2027 P 193 THEKKEPALLIKKAD ROAD RENNOVATION

Local Self Government Department

MATHUR GP | Palakkad, Kerala

Amount: ₹83,851Closes: 14 Oct 20263d left

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Timeline

Published6 Oct 2026
Closes14 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹83,851

EMD Value

₹2,096

Closing Date

14 Oct 2026, 6:00 pm3d left

Tender Inviting Organisation

Name

Assistant Engineer Mathur GP

Address

Assistant Engineer, LIDEW , Mathur GP

Work Description

P 193 THEKKEPALLIKKAD ROAD RENNOVATION IN MATHUR GP

Tender Information

Tender ID

2026_LSGD_876216_1

Reference Number

193/2026-27/AE/LSGD/MTR

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

MATHUR GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF CONTRACTOR LICENSE,GST REGISTRATION AND PAN CARD (.pdf)

RequiredSBD (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSCANNED COPY OF E PAYMENT FORM ,INTEGRITY PACTAND OTHERS (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2,096

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

6 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

6 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1concrete
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	5.85	cum	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material	2.34	cum	-	-
1.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	7.91	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

fot.pdf

Tender Documents • 0.24 MB

viewsbdn.pdf

Tender Documents • 2.29 MB

affidavit.pdf

Tender Documents • 0.23 MB

prelimi.pdf

Tender Documents • 0.25 MB

epayment.pdf

Tender Documents • 0.23 MB

integrity.pdf

Tender Documents • 0.23 MB

BOQ_1488072.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1concrete
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	5.85	cum	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material	2.34	cum	-	-
1.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	7.91	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1concrete

1.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

5.85

cum

1.002

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material

2.34

cum

1.003

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

7.91

cum