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GENERAL 2025 26 KIP O and M Urgent rectification works of Edakkadu II distributary between ch 1600 m to 2000 m in order to prevent overflow and seepage General Civil Work

Irrigation Department

Edakkad | Pathanamthitta, Kerala

Amount: ₹5.1 LCloses: 28 Sept 2026Due tomorrow

Timeline

Published18 Sept 2026
Closes28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹5.1 L

EMD Value

₹12,708

Closing Date

28 Sept 2026, 5:00 pmDue tomorrow

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

KIP O and M Sub Division No 1 Adoor

Work Description

GENERAL 2025 26 KIP O and M Urgent rectification works of Edakkadu II distributary between ch 1600 m to 2000 m in order to prevent overflow and seepage General Civil Work

Tender Information

Tender ID

2026_Irrig_871102_1

Reference Number

IRR/PII/TR/2709/2025_5_7_6/1

Tender Type

Open Tender

Product Category

Civil Works - Canal

Form of Contract

Item Rate

Period of Work

240 days

Location

Edakkad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of bid security remittance and bid submission fee remittance (.pdf)

RequiredScanned copy of Bid submission letter as per item no-1 Part-VI and GST Registration certificate (.pdf)

RequiredScanned copy of Integrity pact certificate as per item no-3 PartVIand Affidavit as per item no-4 Par (.pdf)

RequiredScanned copy of Preliminary agreement as per item no-2 PartVI (.pdf)

RequiredScanned copy of Requisition for e-payment as per item no-6 PartVI (.pdf)

RequiredScanned copy of Bid documents with NIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,125

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,708

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Sept 2026

Published

18 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

18 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

18 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Rectification works-Edakkad II distributary btw ch.1600 m to 2000 m.
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	200	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	136.5	cum	-	-
1.003	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	2.22	cum	-	-
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)	31.95	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	475.6	sqm	-	-
1.006	5.26:Providing and filling in position, blow bitumen in expansion joints.	0.16	cum	-	-
1.007	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	2.64	sqm	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

viewsbd.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Rectification works-Edakkad II distributary btw ch.1600 m to 2000 m.
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	200	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	136.5	cum	-	-
1.003	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	2.22	cum	-	-
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)	31.95	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	475.6	sqm	-	-
1.006	5.26:Providing and filling in position, blow bitumen in expansion joints.	0.16	cum	-	-
1.007	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	2.64	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Rectification works-Edakkad II distributary btw ch.1600 m to 2000 m.

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

200

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

136.5

cum

1.003

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

2.22

cum

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)

31.95

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

475.6

sqm

1.006

5.26:Providing and filling in position, blow bitumen in expansion joints.

0.16

cum

1.007

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

2.64

sqm