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NOORANAD GRAMA PANCHAYATH 2026- 27.MUKKUNGAL PULIKKAL ROAD PUNARUDHARANAM WARD 18.-PR NO.239

Local Self Government Department

Nooranad | Alappuzha, Kerala

Amount: ₹2.5 LCloses: 24 Oct 2026

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Timeline

Published12 Oct 2026
Closes24 Oct 2026
Bid Opening27 Oct 2026

Tender Value

₹2.5 L

EMD Value

₹6,343

Closing Date

24 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

Address

Nooranad Grama panchayath

Work Description

NOORANAD GRAMA PANCHAYATH 2026- 27.MUKKUNGAL PULIKKAL ROAD PUNARUDHARANAM WARD 18.-PR NO.239

Tender Information

Tender ID

2026_LSGD_877051_14

Reference Number

02/AE/LSGD/NGD/26-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

Nooranad

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)

Requiredsbd (.pdf)

Requirednit (.pdf)

Requiredaffidavit (.pdf)

Requiredepay (.pdf)

Requiredpriliminary agreement. (.pdf)

Requiredcopy of licence and gst certificate. (.pdf)

Fee & Financial Details

Tender Fee Amount

₹560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,343

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

27 Oct 2026

Download Starts

12 Oct 2026

Download Ends

24 Oct 2026

Submission Starts

12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD RENOVATION.
1.001	OD138244/2026-2027:Scarify the existing bituminous surface to depth of 150mm by mechanical means	114.7	sqm	-	-
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. (ii) Using Gravel mix soil.	8.7	cum	-	-
1.003	OD138246/2026-2027:Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80mm over 50mm thick crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504( BASED ON 6.7.1)	116	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)	10.9	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

BOQ_1491392.xls

BOQ • 0.30 MB

viewnit.pdf

Tender Documents • 0.11 MB

viewsbd.pdf

Tender Documents • 1.65 MB

affida.pdf

Tender Documents • 0.18 MB

pinary.pdf

Tender Documents • 0.25 MB

epay.pdf

Tender Documents • 0.02 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD RENOVATION.
1.001	OD138244/2026-2027:Scarify the existing bituminous surface to depth of 150mm by mechanical means	114.7	sqm	-	-
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. (ii) Using Gravel mix soil.	8.7	cum	-	-
1.003	OD138246/2026-2027:Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80mm over 50mm thick crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504( BASED ON 6.7.1)	116	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)	10.9	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD RENOVATION.

1.001

OD138244/2026-2027:Scarify the existing bituminous surface to depth of 150mm by mechanical means

114.7

sqm

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. (ii) Using Gravel mix soil.

8.7

cum

1.003

OD138246/2026-2027:Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80mm over 50mm thick crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504( BASED ON 6.7.1)

116

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)

10.9

cum