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Annual Plan Kodamthuruth GP 2026 27 M V Purushan Kannatt Road Maintenance in Ward 9 Proj No 316 27 General Civil Work

Local Self Government Department

KODAMTHURUTH | Alappuzha, Kerala

Amount: ₹2.5 LCloses: 9 Oct 20267d left

Timeline

Published30 Sept 2026
Closes9 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹2.5 L

EMD Value

₹6,350

Closing Date

9 Oct 2026, 6:00 pm7d left

Tender Inviting Organisation

Name

Address

ASSISTANT ENGINEER KODAMTHURUTH

Work Description

Annual Plan Kodamthuruth GP 2026 27 M V Purushan Kannatt Road Maintenance in Ward 9 Proj No 316 27 General Civil Work

Tender Information

Tender ID

2026_LSGD_874748_7

Reference Number

06/TENDER/AE/LIDEW/KDM/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

KODAMTHURUTH

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredINTEGRITY PACT (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredE PAYMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,350

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

13 Oct 2026

Download Starts

30 Sept 2026

Download Ends

9 Oct 2026

Submission Starts

30 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD TILING
1.001	OD170714/2026-2027:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller	169.5	sqm	-	-
1.002	4.1.A.3: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> (iii) For Grading III Material	12.71	cum	-	-
1.003	OD170384/2026-2027:Providing and laying of interlocking concrete block pavements having thickness 80mm over 50mm thick ,crushed stone of 6.70mm size,as per drawing and Technical Specification Clause1504 (BASED ON 6.7.1)	169.5	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)	2.03	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Work Item Documents

affidavit.pdf

Tender Documents • 0.23 MB

prelims.pdf

Tender Documents • 0.25 MB

tenderform.pdf

Tender Documents • 0.25 MB

epay.pdf

Tender Documents • 0.23 MB

BOQ_1485236.xls

BOQ • 0.30 MB

integrity.pdf

Tender Documents • 0.23 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD TILING
1.001	OD170714/2026-2027:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller	169.5	sqm	-	-
1.002	4.1.A.3: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> (iii) For Grading III Material	12.71	cum	-	-
1.003	OD170384/2026-2027:Providing and laying of interlocking concrete block pavements having thickness 80mm over 50mm thick ,crushed stone of 6.70mm size,as per drawing and Technical Specification Clause1504 (BASED ON 6.7.1)	169.5	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)	2.03	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD TILING

1.001

OD170714/2026-2027:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller

169.5

sqm

1.002

4.1.A.3: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> (iii) For Grading III Material

12.71

cum

1.003

OD170384/2026-2027:Providing and laying of interlocking concrete block pavements having thickness 80mm over 50mm thick ,crushed stone of 6.70mm size,as per drawing and Technical Specification Clause1504 (BASED ON 6.7.1)

169.5

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)

2.03

cum