Kerala

Financial BO

Works

Civil Works - Roads

CHERIYIL AMBALAM ROAD WARD 28

Local Self Government Department

PONNANI MUNICIPALITY | Malappuram, Kerala

Amount: ₹1.3 LCloses: 13 Jul 2026Closed

Timeline

Published4 Jul 2026
Closed13 Jul 2026
Financial Evaluation—
Award—

Bids

Percentage

1 Bid25 Jul 2026

#	Company	Quoted %	Amount	Rank	Status
1	PRAVEEN S L1₹1.3 LAdmitted-Fee/PreQual/Technical/Finance	+0.00%	₹1.3 L	L1	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹1.3 L

EMD Value

₹3,150

Closing Date

13 Jul 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

O/O the ASSISTANT ENGINEER

Work Description

CHERIYIL AMBALAM ROAD WARD 28

Tender Information

Tender ID

2025_LSGD_798648_397

Reference Number

PNI/03/2025-P

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

30 days

Location

PONNANI MUNICIPALITY

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredFORM OF TENDER (.pdf)

RequiredINTEGRITY PACT (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredE PAYMENT FORM (.pdf)

RequiredLICENSE (.pdf)

RequiredGST (.pdf)

RequiredABSTRACT (.pdf)

RequiredSBD (.pdf)

RequiredFEE REMITTENCE (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,150

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 Jul 2026

Published

4 Jul 2026

Bid Opening

14 Jul 2026

Download Starts

4 Jul 2026

Download Ends

13 Jul 2026

Submission Starts

4 Jul 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 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road concrete
1.001	OD502653/2025-2026: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	-	cum	3,034.9	-
1.002	OD502652/2025-2026:: Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	-	cum	8,446.62	-

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 • 0.25 MB

Tendernotice_2.pdf

PDF • 0.30 MB

Tendernotice_3.pdf

PDF • 0.21 MB

Tendernotice_4.pdf

PDF • 0.25 MB

Tendernotice_5.pdf

PDF • 0.25 MB

Tendernotice_6.pdf

PDF • 0.10 MB

Tendernotice_7.pdf

PDF • 0.96 MB

Tendernotice_8.pdf

PDF • 0.10 MB

Work Item Documents

BOQ_1452686.xls

BOQ • 0.30 MB

ab.pdf

Tender Documents • 0.02 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

PRAVEEN S

L1₹1.3 LAdmitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road concrete
1.001	OD502653/2025-2026: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	-	cum	3,034.9	-
1.002	OD502652/2025-2026:: Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	-	cum	8,446.62	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road concrete

1.001

OD502653/2025-2026: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

cum

3,034.9

1.002

OD502652/2025-2026:: Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

cum

8,446.62