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Civil Works - Roads

RE GENERAL OWN FUND KDLR MTY 2025 26 CONSTRUCTION OF TEMPORARY BUND FOR PREVENTING SALINE WATER IN WARD 35 General Civil Work

Local Self Government Department

Office of the Assistant Engineer LIDEW Kodungall | Thrissur, Kerala

Amount: ₹86,518Closes: 6 Jul 2026Closed

Timeline

Published30 Jun 2026
Closed6 Jul 2026
Bid Opening8 Jul 2026

Tender Value

₹86,518

EMD Value

₹2,163

Closing Date

6 Jul 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Address

Office of the Assistant Engineer LIDEW Kodungalloor municipality

Work Description

RE GENERAL OWN FUND KDLR MTY 2025 26 CONSTRUCTION OF TEMPORARY BUND FOR PREVENTING SALINE WATER IN WARD 35 General Civil Work

Tender Information

Tender ID

2026_LSGD_857997_11

Reference Number

2/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Office of the Assistant Engineer LIDEW Kodungall

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Requiredsbd and nit (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2,163

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Jun 2026

Published

30 Jun 2026

Bid Opening

8 Jul 2026

Download Starts

30 Jun 2026

Download Ends

6 Jul 2026

Submission Starts

30 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1BUND CONSTRUCTION
1.001	OD427097/2025-2026:Shutter for check dams- Supplying and providing Country wood shutter planks 5cm thick including cost of materials and labour charges etc complete	-	cud m	-	-
1.002	OD427096/2025-2026:Putting up ring bund having top width of 1 m, bottom width of 2m, and average ht of 1.80m using bamboo post of 12.5m long 100mm dia driven 50 cm below bed level at 60 cm c/c vertical spacing. 1/3 rd split bamboo reapers fitted horizontally at 30 cm c/c, bamboo cross ties at 100cm c/c, side screening with plaited coconut cadjan madals including coir yarn for tying inclusive of all labor charges and filling with own earth between screening in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming &amp; watering and maintaining the bund leak-proof for the maintaining period including labor for dismantling the bund after completion of the work, etc, complete as per direction.	-	1 metre	-	-
1.003	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	-	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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1450589.xls

BOQ • 0.30 MB

BUND35.pdf

Tender Documents • 1.72 MB

AF.pdf

Tender Documents • 0.24 MB

FOT.pdf

Tender Documents • 0.25 MB

PA.pdf

Tender Documents • 0.26 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1BUND CONSTRUCTION
1.001	OD427097/2025-2026:Shutter for check dams- Supplying and providing Country wood shutter planks 5cm thick including cost of materials and labour charges etc complete	-	cud m	-	-
1.002	OD427096/2025-2026:Putting up ring bund having top width of 1 m, bottom width of 2m, and average ht of 1.80m using bamboo post of 12.5m long 100mm dia driven 50 cm below bed level at 60 cm c/c vertical spacing. 1/3 rd split bamboo reapers fitted horizontally at 30 cm c/c, bamboo cross ties at 100cm c/c, side screening with plaited coconut cadjan madals including coir yarn for tying inclusive of all labor charges and filling with own earth between screening in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming &amp; watering and maintaining the bund leak-proof for the maintaining period including labor for dismantling the bund after completion of the work, etc, complete as per direction.	-	1 metre	-	-
1.003	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1BUND CONSTRUCTION

1.001

OD427097/2025-2026:Shutter for check dams- Supplying and providing Country wood shutter planks 5cm thick including cost of materials and labour charges etc complete

cud m

1.002

OD427096/2025-2026:Putting up ring bund having top width of 1 m, bottom width of 2m, and average ht of 1.80m using bamboo post of 12.5m long 100mm dia driven 50 cm below bed level at 60 cm c/c vertical spacing. 1/3 rd split bamboo reapers fitted horizontally at 30 cm c/c, bamboo cross ties at 100cm c/c, side screening with plaited coconut cadjan madals including coir yarn for tying inclusive of all labor charges and filling with own earth between screening in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming &amp; watering and maintaining the bund leak-proof for the maintaining period including labor for dismantling the bund after completion of the work, etc, complete as per direction.

1 metre

1.003

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

cum