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Civil Works - Roads

Kurishummoodu Mavolil road Interlocking in Ward 5 of Chennithala GP

Local Self Government Department

Chennithala | Alappuzha, Kerala

Amount: ₹2.6 LCloses: 8 Oct 20267d left

Timeline

Published30 Sept 2026
Closes8 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹2.6 L

EMD Value

₹6,613

Closing Date

8 Oct 2026, 2:00 pm7d left

Tender Inviting Organisation

Name

Address

AE LID EW Chennithala Thripperumthura

Work Description

Kurishummoodu Mavolil road Interlocking in Ward5 of Chennithala GP

Tender Information

Tender ID

2026_LSGD_874076_2

Reference Number

01/AE/LID EW/CTGP/2026-27 PHASE 1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

120 days

Location

Chennithala

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)

RequiredFORM OF TENDER (.pdf)

RequiredIntegrity Pact (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredAffidavit (.pdf)

RequiredValid Licence ,PAN,Aadhar (.pdf)

RequiredGST Document,Requisition for Epayment (.pdf)

Fee & Financial Details

Tender Fee Amount

₹585

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,613

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

30 Sept 2026

Download Ends

8 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
1Maintanence
1.001	OD203828/2026-2027:Scarifying theexisting road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller	135	per 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. <br>(ii) Using Gravel mix soil.	24	cum	-	-
1.003	OD203827/2026-2027:Providing and Laying of Inter locking concrete block pavement M 30 having thickness 80mm over 50mm thick crushed stone of 6.7mm size as per drawing and technical spesification clause 1504(based on 6.7.1)	135	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)	5.63	cum	-	-

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

BOQ_1483075.xls

BOQ • 0.30 MB

S.pdf

Tender Documents • 2.26 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintanence
1.001	OD203828/2026-2027:Scarifying theexisting road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller	135	per 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. <br>(ii) Using Gravel mix soil.	24	cum	-	-
1.003	OD203827/2026-2027:Providing and Laying of Inter locking concrete block pavement M 30 having thickness 80mm over 50mm thick crushed stone of 6.7mm size as per drawing and technical spesification clause 1504(based on 6.7.1)	135	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)	5.63	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Maintanence

1.001

OD203828/2026-2027:Scarifying theexisting road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller

135

per 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. <br>(ii) Using Gravel mix soil.

cum

1.003

OD203827/2026-2027:Providing and Laying of Inter locking concrete block pavement M 30 having thickness 80mm over 50mm thick crushed stone of 6.7mm size as per drawing and technical spesification clause 1504(based on 6.7.1)

135

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)

5.63

cum