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GENERAL KIP LB Urgent Rectification to Melila west distributary Urgent Rectification between ch 20500m to 23500m at Pandithitta of Thalavoor Grama Panchayath General Civil Work

Irrigation Department

Punalur | Kollam, Kerala

Amount: Refer DocsCloses: 30 Sept 20262d left

Timeline

Published23 Sept 2026
Closes30 Sept 2026
Bid Opening3 Oct 2026

Tender Value

Refer Docs

EMD Value

₹50,000

Closing Date

30 Sept 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

Executive Engineer

Address

O/o Office of the Executive Engineer KIP RB Division No II Kottarakkara

Work Description

GENERAL KIP LB Urgent Rectification to Melila west distributary Urgent Rectification between ch 20500m to 23500m at Pandithitta of Thalavoor Grama Panchayath General Civil Work

Tender Information

Tender ID

2026_Irrig_872161_1

Reference Number

IRR/PII/TR/3249/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Canal

Form of Contract

Item Rate

Period of Work

240 days

Location

Punalur

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)

RequiredRegistration Certificate, Bid Documents with NIT (.pdf)

RequiredSBD downloaded from E Tender website, Bid submission Letter (.pdf)

RequiredBid Security Remittance, Bid submission Fee Remittance (.pdf)

RequiredScanned copy of Preliminary Agreement, Scanned copy of Affidavit (.pdf)

RequiredScanned copy of E payment form, Requisition for E Payment (.pdf)

RequiredScanned copy of Integrity Pact Certificate, Scanned copy of Form of Tender (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 Sept 2026

Published

23 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

23 Sept 2026

Download Ends

30 Sept 2026

Submission Starts

23 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Rectification of canal
1.001	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	2,228	sqm	-	-
1.002	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	275	cum	-	-
1.003	4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.	96.3	sqm	-	-
1.004	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	171.69	cum	-	-
1.005	50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete	2,555.6	sqm	-	-

Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

viewsbd.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Rectification of canal
1.001	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	2,228	sqm	-	-
1.002	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	275	cum	-	-
1.003	4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.	96.3	sqm	-	-
1.004	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	171.69	cum	-	-
1.005	50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete	2,555.6	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Rectification of canal

1.001

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

2,228

sqm

1.002

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

275

cum

1.003

4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

96.3

sqm

1.004

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

171.69

cum

1.005

50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete

2,555.6

sqm