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Annual Plan ONGALLUR GRAMA PANCHAYATH 2026 27 PROJ NO 351 27 SANGAM NAGAR KIZHAKKECHOLA ANGANWADI ROAD RENOVATION IN WARD 9

Local Self Government Department

ONGALLUR GRAMA PANCHAYATH | Palakkad, Kerala

Amount: ₹2.5 LCloses: 5 Oct 20267d left

Timeline

Published26 Sept 2026
Closes5 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹2.5 L

EMD Value

₹6,354

Closing Date

5 Oct 2026, 2:00 pm7d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER LID EW SECTION ONGALLUR GP

Address

ASSISTANT ENGINEER LID EW SECTION ONGALLUR GP

Work Description

Annual Plan ONGALLUR GRAMA PANCHAYATH 2026 27 PROJ NO 351 27 SANGAM NAGAR KIZHAKKECHOLA ANGANWADI ROAD RENOVATION IN WARD 9

Tender Information

Tender ID

2026_LSGD_872973_9

Reference Number

TN1/2026-27/AE/LSGD/OGLR

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

ONGALLUR GRAMA PANCHAYATH

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)

RequiredPRELIMINARYAGREEMENT (.pdf)

RequiredEPAYMENTFORM (.pdf)

RequiredINTEGRITYPACTCERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORMOFTENDER (.pdf)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,354

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

26 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

26 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
1Renovation of road
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.	119.89	sqm	16.01	₹1,919.49
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	14.11	cum	3,337.88	₹47,080.8
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)	21.16	cum	9,563.75	₹2,02,349.82
1.004	OD104978/2026-2027:Supplying & Providing readymade GI Name Board with all conveyance , Labour & hire charges etc.. complete using GI hollow tube of size 80x40x1.4mm post , 40x20x1.4mm outer frame . 0.6mm thick Iron sheets of size 90x60cm with two coats of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete	1	no	2,804.24	₹2,804.24

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.21 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

PRELI.pdf

Tender Documents • 0.26 MB

BOQ_1481034.xls

BOQ • 0.31 MB

FOT.pdf

Tender Documents • 0.25 MB

SBD.pdf

Tender Documents • 1.82 MB

AFFI.pdf

Tender Documents • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of road
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.	119.89	sqm	16.01	₹1,919.49
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	14.11	cum	3,337.88	₹47,080.8
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)	21.16	cum	9,563.75	₹2,02,349.82
1.004	OD104978/2026-2027:Supplying & Providing readymade GI Name Board with all conveyance , Labour & hire charges etc.. complete using GI hollow tube of size 80x40x1.4mm post , 40x20x1.4mm outer frame . 0.6mm thick Iron sheets of size 90x60cm with two coats of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete	1	no	2,804.24	₹2,804.24

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Renovation of road

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.

119.89

sqm

16.01

₹1,919.49

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

14.11

cum

3,337.88

₹47,080.8

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)

21.16

cum

9,563.75

₹2,02,349.82

1.004

OD104978/2026-2027:Supplying & Providing readymade GI Name Board with all conveyance , Labour & hire charges etc.. complete using GI hollow tube of size 80x40x1.4mm post , 40x20x1.4mm outer frame . 0.6mm thick Iron sheets of size 90x60cm with two coats of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete

2,804.24

₹2,804.24