Kerala

To Be Opened

Works

Civil Works - Others

Emergency temporary side protection at Mundakkal Bridge along Kollam thodu for the prevention of vehicle accidents into the canal from Ch 70 16 KM to 70 46 tection

Irrigation Department

Mundakkal Eeach | Kollam, Kerala

Amount: ₹2.1 LCloses: 7 Oct 2026Closed

Timeline

Published29 Sept 2026
Closed7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹2.1 L

EMD Value

₹5,296

Closing Date

7 Oct 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Inland Navigation Sub Division,Kollam

Work Description

Emergency temporary side protection at Mundakkal Bridge along Kollam thodu for the prevention of vehicle accidents into the canal from Ch 70 16 KM to 70 46 KM

Tender Information

Tender ID

2026_Irrig_874399_1

Reference Number

IRR/KP/TR/3688/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

90 days

Location

Mundakkal Eeach

Source Website

Subscribe to view

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Priliminary agreement (.pdf)

RequiredScanned copy of registration certificate GST certificate (.pdf)

RequiredCopy of bid submission fee and EMD remittance certificate (.pdf)

RequiredScanned copy of PAN card (.pdf)

RequiredScanned copy of contractors licence (.pdf)

RequiredTender documents(BIDDOC) and NIT (.pdf)

RequiredTender Schedule (BOQ) (.xls)

RequiredIntegrity pact certificate as per item no-3 PartVI (.pdf)

RequiredPreliminary agreement as per item no-2 PartVI (.pdf)

RequiredAffidavit as per item no-4 Part- VI (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,296

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

29 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

29 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Side protection work
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	102.5	sqm	-	-
1.002	60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.	260	metre	-	-
1.003	OD8884/2026-2027:Driving down coconut pile to lines and levels through sandy soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 5 numbers per day 6X5=30m Details for30m length.	140	metre	-	-
1.004	60.64.6:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m	40	each	-	-
1.005	50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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.	135	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

bid.pdf

Tender Documents • 1.64 MB

BOQ_1483936.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Side protection work
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	102.5	sqm	-	-
1.002	60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.	260	metre	-	-
1.003	OD8884/2026-2027:Driving down coconut pile to lines and levels through sandy soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 5 numbers per day 6X5=30m Details for30m length.	140	metre	-	-
1.004	60.64.6:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m	40	each	-	-
1.005	50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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.	135	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Side protection work

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

102.5

sqm

1.002

60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.

260

metre

1.003

OD8884/2026-2027:Driving down coconut pile to lines and levels through sandy soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 5 numbers per day 6X5=30m Details for30m length.

140

metre

1.004

60.64.6:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m

each

1.005

50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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.

135

cum