Kerala

Technical BO

Works

Civil Works - Roads

Project no 360/25-26 Renovation Gurukrupa road bylane Boc road bylane at ward No 8 Renovation Gurukrupa road bylane Boc road bylane at ward No8

Local Self Government Department

PERUMBAVOOR MUNICIPALITY | Ernakulam, Kerala

Amount: ₹2.5 LCloses: 30 Jun 2026Closed

Timeline

Published23 Jun 2026
Closed30 Jun 2026
Technical Evaluation—
Award—

Bids

1 Bid1 Jul 2026

#	Company	Status
1	ANZAR MUNDATTU Admitted-Fee/PreQual/Technical/Finance MUNDATTU HOUSE AZAD ROAD MARKET P O MUVATTUPUZHA ERNAKULAM 686673 KERALA \| ERNAKULAM \| KERALA \| 686673	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹2.5 L

EMD Value

₹6,226

Closing Date

30 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

ASISTANT ENGINEER PERUMBAVOOR MUNICIPALITY

Address

ASISTANT ENGINEER PERUMBAVOOR MUNICIPALITY

Work Description

Project no 360/25-26 Renovation Gurukrupa road bylane Boc road bylane at ward No 8 Renovation Gurukrupa road bylane Boc road bylane at ward No8

Tender Information

Tender ID

2026_LSGD_846971_3

Reference Number

PW1/2497328/360/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

150 days

Location

PERUMBAVOOR MUNICIPALITY

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredFOT (.pdf)

RequiredE PAYMENT (.pdf)

RequiredI PACT (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹6,226

Important Dates

Last Activity

1 Jul 2026

Published

23 Jun 2026

Bid Opening

1 Jul 2026

Download Starts

23 Jun 2026

Download Ends

30 Jun 2026

Submission Starts

23 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1renovation of road
1.001	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	-	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	1	cum	-	-
1.003	OD526965/2025-2026:Providing and laying interlocking concrete block pavements using 80mm hydraulic M 40 hydraulic block of approved size ,design and shape laid in requiered pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of engineeer- in -charge	-	1 sqm	-	-
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)	1	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.01 MB

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.58 MB

Work Item Documents

BOQ_1449129.xls

BOQ • 0.30 MB

viewsbd360.pdf

Tender Documents • 2.13 MB

viewnit360.pdf

Tender Documents • 0.03 MB

230626Tendernotice23062026.pdf

Ready to Participate?

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Company

ANZAR MUNDATTU

Admitted-Fee/PreQual/Technical/Finance

MUNDATTU HOUSE AZAD ROAD MARKET P O MUVATTUPUZHA ERNAKULAM 686673 KERALA | ERNAKULAM | KERALA | 686673

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1renovation of road
1.001	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	-	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	1	cum	-	-
1.003	OD526965/2025-2026:Providing and laying interlocking concrete block pavements using 80mm hydraulic M 40 hydraulic block of approved size ,design and shape laid in requiered pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of engineeer- in -charge	-	1 sqm	-	-
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)	1	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1renovation of road

1.001

3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

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

cum

1.003

OD526965/2025-2026:Providing and laying interlocking concrete block pavements using 80mm hydraulic M 40 hydraulic block of approved size ,design and shape laid in requiered pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of engineeer- in -charge

1 sqm

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)

cum