Kerala

Financial Eval

Works

Civil Works - Roads

361 Shanthinagar Kizhakethalackal Road maintenance ward 5

Local Self Government Department

Parathodu Grama Panchayat | Kottayam, Kerala

Amount: ₹84,665Closes: 29 Jun 2026Closed

Timeline

Published20 Jun 2026
Closed29 Jun 2026
Technical Evaluation8 Oct 2026
Financial Evaluation8 Oct 2026
Award—

Bids

Percentage

2 Bids8 Oct 2026

#	Company	Amount	Rank	Status
1	Mangalathu Constructions L1₹84,665.30Accepted-Finance MANGALATHU HOUSE PARATHODU P O \| PARATHODU \| KERALA	₹84,665.30	L1	Accepted-Finance L1
2	RAJIKUMAR A.C. AB CONSTRUCTION Rejected-Technical	-	-	Rejected-Technical L2

Tender Value

₹84,665

EMD Value

₹2,117

Closing Date

29 Jun 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

LID_EW Section Parathodu

Work Description

361 Shanthinagar Kizhakethalackal Road maintenance ward 5

Tender Information

Tender ID

2026_LSGD_856787_1

Reference Number

02/AE/LIDEW/PTDU/27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

Parathodu Grama Panchayat

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittence (.pdf)

RequiredBOQ (.xls)

RequiredBid submission letter as per item no-1 Part-VI (.pdf)

RequiredIntegrity pact certificate as per item no-3 PartVI (.pdf)

RequiredPreliminary agreement as per item no-2 PartVI (.pdf)

RequiredRequisition for e-payment as per item no-6 PartVI (.pdf)

RequiredAffidavit as per item no-4 Part- VI (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBid submission fee remittence (.pdf)

RequiredGST Document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2,117

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Oct 2026

Published

20 Jun 2026

Bid Opening

1 Jul 2026

Download Starts

20 Jun 2026

Download Ends

29 Jun 2026

Submission Starts

20 Jun 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 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONCRETING
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	-	sqm	16.01	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	1	cum	2,484.07	₹2,481.59
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)	1	cum	9,563.75	₹9,554.19

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Bid Opening Summary

finance_1448145.pdf

PDF

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.33 MB

Work Item Documents

BOQ_1448145.xls

BOQ • 0.23 MB

viewsbd.pdf

Tender Documents • 1.63 MB

Ready to Participate?

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Company

Mangalathu Constructions

L1₹84,665.30Accepted-Finance

MANGALATHU HOUSE PARATHODU P O | PARATHODU | KERALA

RAJIKUMAR A.C. AB CONSTRUCTION

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONCRETING
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	-	sqm	16.01	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	1	cum	2,484.07	₹2,481.59
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)	1	cum	9,563.75	₹9,554.19

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CONCRETING

1.001

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.

sqm

16.01

1.002

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

cum

2,484.07

₹2,481.59

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)

cum

9,563.75

₹9,554.19