Kerala

To Be Opened

Works

Civil Works - Roads

MLASADF/8/2026

Rural Development Department

Ambalapuzha Block | Alappuzha, Kerala

Amount: Refer DocsCloses: 22 May 2026Closed

Timeline

Published15 May 2026
Closed22 May 2026
Bid Opening25 May 2026

Tender Value

Refer Docs

EMD Value

₹17,681

Closing Date

22 May 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

BDO Ambalapuzha

Address

Ambalapuzha Block Panchayath Sanathanapuram PO Alappuzha 688003

Work Description

MLASDF 2025-26 Constn of Thychira Laksham Veedu Road Ward 18 Punnapra North Grama Panchayath

Tender Information

Tender ID

2026_CRD_851052_2

Reference Number

mla/8/26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Ambalapuzha Block

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Valid Govt Contractor Class D and above with GST regn

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredAffidavite (.pdf)

RequiredPAgt (.pdf)

RequiredEpymt (.pdf)

RequiredFOT (.pdf)

RequiredIPact (.pdf)

RequiredSBD (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹17,681

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 May 2026

Published

15 May 2026

Bid Opening

25 May 2026

Download Starts

15 May 2026

Download Ends

22 May 2026

Submission Starts

15 May 2026

Clarification Period

15 May 2026 - 22 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
1.001	OD480067/2025-2026:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from Scarifying with power roller	-	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	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)	-	cum	-	-
1.004	OD480068/2025-2026: Name board	-	each	-	-

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 • 0.45 MB

Work Item Documents

EPthychira.pdf

Tender Documents • 0.28 MB

FOTthychira.pdf

Tender Documents • 0.34 MB

Ipactthychira.pdf

Tender Documents • 0.23 MB

Sbdthychira.pdf

Tender Documents • 1.06 MB

Pagtthychira.pdf

Tender Documents • 0.30 MB

Affdthychira.pdf

Tender Documents • 0.28 MB

BOQ_1438010.xls

BOQ • 0.23 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
1.001	OD480067/2025-2026:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from Scarifying with power roller	-	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	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)	-	cum	-	-
1.004	OD480068/2025-2026: Name board	-	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1road

1.001

OD480067/2025-2026:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from Scarifying with power roller

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

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)

cum

1.004

OD480068/2025-2026: Name board

each