Tamil Nadu

Cancelled

Works

Civil Works

construction of standard rain gauge station at Mullanginavilai in Killiyoor Taluk of Kanyakumari District

Water Resources Department

Mullanginavilai | Kanniyakumari, Tamil Nadu

Amount: Refer DocsCloses: 7 Oct 2026Closed

Timeline

Published22 Sept 2026
Cancelled24 Sept 2026

Cancellation Details

Cancellation of Tender

Tender CancellationTender CancellationReason: Error in Price Bid format BoQDocument: cancelled_1.pdf

Published 24 Sept 2026

Tender Value

Refer Docs

EMD Value

₹2,500

Closing Date

7 Oct 2026, 5:30 pmClosed

Tender Inviting Organisation

Name

Executive Engineer,WRD

Address

Kodayar Basin Division,Nagercoil

Work Description

Construction of standard rain gauge station at Mullanginavilai in Killiyoor Taluk of Kanyakumari District

Tender Information

Tender ID

2026_WRD_706114_1

Reference Number

D3/DB/M56/521M/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Location

Mullanginavilai

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredTender Documents duly signed (.pdf)

RequiredRegistration and renewal details,EMD details (.pdf)

RequiredPAN,GST registration and GST filed (.pdf)

RequiredSite Engineer details (.pdf)

RequiredExperiance certificate (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹2,500

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Sept 2026

Published

22 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

23 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

23 Sept 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Clearing Scrub jungle complying with standard specification as directed by the departmental officers	3,075	m2	-	-
2	Earth work excavating and depositing on bank with an initial lead of 10 m and initial lift of 2 m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth SS 20 B as directed by the departmental officers.	1,130	m3	-	-
3	Cement concrete of M.15 Graded mix using broken hard granite coarse aggregate (well graded) of nominal maximum size of 20 mm metal and down graded to I.S. specified grading of concrete and mixing the incredients in approved miner including dewatering of the placement site by baling / pumping and diverting wherever necessary placing in layers and watering, curing, finishing the surface with all leads and lifts etc. complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification etc complete complying with stadard specifications and as directed by the departmental officers.	6	m3	-	-
4	Plastering with cement 1:3 (one cement and Three plasteing sand) 12 mm thick including all incidental charges such as finishing, curing etc.	28	m2	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.48 MB

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 • 0.22 MB

Work Item Documents

BOQ_848739.xls

BOQ • 0.34 MB

RaingaugeTD.pdf

Tender Documents • 1.30 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Clearing Scrub jungle complying with standard specification as directed by the departmental officers

3,075

Earth work excavating and depositing on bank with an initial lead of 10 m and initial lift of 2 m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth SS 20 B as directed by the departmental officers.

1,130

Cement concrete of M.15 Graded mix using broken hard granite coarse aggregate (well graded) of nominal maximum size of 20 mm metal and down graded to I.S. specified grading of concrete and mixing the incredients in approved miner including dewatering of the placement site by baling / pumping and diverting wherever necessary placing in layers and watering, curing, finishing the surface with all leads and lifts etc. complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification etc complete complying with stadard specifications and as directed by the departmental officers.

Plastering with cement 1:3 (one cement and Three plasteing sand) 12 mm thick including all incidental charges such as finishing, curing etc.