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Annual Plan ONGALLUR GRAMA PANCHAYATH 2026 27 PRO NO 330 27 THONDIYANNUR UNNIKRISHNAN KSHETHRAM CHOORAKKODE PALAM ROAD RENOVATION IN WARD 2

Local Self Government Department

ONGALLUR GRAMA PANCHAYATH | Palakkad, Kerala

Amount: ₹4.2 LCloses: 5 Oct 20267d left

Timeline

Published26 Sept 2026
Closes5 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹4.2 L

EMD Value

₹10,591

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 PRO NO 330 27 THONDIYANNUR UNNIKRISHNAN KSHETHRAM CHOORAKKODE PALAM ROAD RENOVATION IN WARD 2

Tender Information

Tender ID

2026_LSGD_872973_2

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

Subscribe to view

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

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,591

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

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONCRETING
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	0.96	cum	-	-
1.002	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.	9.57	cum	-	-
1.003	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.	191.25	sqm	-	-
1.004	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	25.11	cum	-	-
1.005	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)	34.67	cum	-	-
1.006	OD145647/2026-2027: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	-	-

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 • 0.21 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

SBD.pdf

Tender Documents • 1.84 MB

FOT.pdf

Tender Documents • 0.25 MB

AFFIDAVIT.pdf

Tender Documents • 0.24 MB

BOQ_1480808.xls

BOQ • 0.30 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONCRETING
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	0.96	cum	-	-
1.002	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.	9.57	cum	-	-
1.003	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.	191.25	sqm	-	-
1.004	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	25.11	cum	-	-
1.005	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)	34.67	cum	-	-
1.006	OD145647/2026-2027: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	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CONCRETING

1.001

2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

0.96

cum

1.002

3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.

9.57

cum

1.003

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.

191.25

sqm

1.004

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

25.11

cum

1.005

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)

34.67

cum

1.006

OD145647/2026-2027: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