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Civil Works - Water Works

Special Repairs to Kodagan Channel L.S.4.40Km to 6.00Km in Sanganthiradu and Melakallur Village of Tirunelveli Taluk.

Water Resources Department

Melakallur | Tirunelveli, Tamil Nadu

Amount: ₹4 LCloses: 10 Oct 2026

Timeline

Published26 Sept 2026
Closes10 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹4 L

EMD Value

₹4,000

Closing Date

10 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

Executive Engineer, WRD.,

Address

O/o, The Executive Engineer, WRD.,Upper Thamirabarani Basin Division, Tirunelveli

Work Description

Special Repairs to Kodagan Channel L.S.4.40Km to 6.00Km in Sanganthiradu and Melakallur Village of Tirunelveli Taluk.

Tender Information

Tender ID

2026_WRD_708271_1

Reference Number

E-TENDER NOTICE NO. 03 / UTBD / 2026-2027 Date 24.09.2026

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Lump-sum

Period of Work

180 days

Location

Melakallur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredDuly signed Tender document (.pdf)

RequiredWRD Registration of Renewal details (.pdf)

RequiredSelf Declaration for site visit tools and plant and Affidavit attested by Notary public (.pdf)

RequiredGST Registration GSTR 3B IT and Annual Turnover certificate issued by CA (.pdf)

RequiredEducational Qualification certificate of Technical person with consent letter (.pdf)

RequiredExpereince certificate for similar works and other realated documents (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹4,000

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

26 Sept 2026

Download Ends

10 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work excavation and depositing on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B for pen execavation. and as directed by Department officers et., complete.	15.2	cum	-	-
2	Providing and placing in Position of Plain cement concrete 1:4:8 using hard broken stone aggregate of maximum nominal size of 40mm to IS specified grading mixing by mixer machine including dewatering the placement site,laying the concrete in layers and in bays ,compacting and finishing the surface with all leads and lifts watering curing to attain the profile and strength as specified for various depth and height and above ground level etc complete as directed by the Engineer in charge of work complying with the standard specification	3.2	cum	-	-
3	Providing and placing in Position of Plain cement concrete1:3:6 using hard broken stone aggregate of maximum nominal size of using 60 % of 40 mm & 40 % of 20 mm to IS specified grading mixing by mixer machine including dewatering the placement site,laying the concrete in layers and in bays vibrating,compacting and finishing the surface with all leads and lifts watering curing to attain the profile and strength as specified in the drawing for various depth and height below and above ground level etc complete as directed by the Engineer in charge of work complying with the standard specification	19.2	cum	-	-
4	Providing steel centering for plain surfaces including strutting upto 1m high using MS sheets, 10 gauge thick of size 90cmx60cm, stiffened with Ms angles of size 25mmx25mmx3mm for providing laid over silver oak joists of size 10cmx6.5cm spaced at 90cm c/c and supported by caserne props of 10cm to 13cm diametre spaced at 75cm c/c and removing the centering and shuttering after specified period without damaging the concrete laid, complying with standard specification and as directed by the Engineer ( Without Strutting)	14.8	cum	-	-
5	Providing steel centering for plain surfaces including strutting upto 3m high using MS sheets, 10 gauge thick of size 90cmx60cm, stiffened with Ms angles of size 25mmx25mmx3mm for providing laid over silver oak joists of size 10cmx6.5cm spaced at 90cm c/c and supported by caserne props of 10cm to 13cm diametre spaced at 75cm c/c and removing the centering and shuttering after specified period without damaging the concrete laid, complying with standard specification and as directed by the Engineer (With Strutting)	31.7	cum	-	-
6	Earth work excavation deploying Earth Moving Machineries for desilting channel having a width of more than 10 m and forming bund on eitheir side and depositing the earth on banks including jungle clearence etc., complete.	2,790	cum	-	-
7	GST 18% in Figures	1	Nos	-	-

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 • 1.33 MB

Work Item Documents

tenderdocument.pdf

Tender Documents • 0.92 MB

BOQ_851167.xls

BOQ • 0.31 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work excavation and depositing on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B for pen execavation. and as directed by Department officers et., complete.

15.2

cum

Providing and placing in Position of Plain cement concrete 1:4:8 using hard broken stone aggregate of maximum nominal size of 40mm to IS specified grading mixing by mixer machine including dewatering the placement site,laying the concrete in layers and in bays ,compacting and finishing the surface with all leads and lifts watering curing to attain the profile and strength as specified for various depth and height and above ground level etc complete as directed by the Engineer in charge of work complying with the standard specification

3.2

cum

Providing and placing in Position of Plain cement concrete1:3:6 using hard broken stone aggregate of maximum nominal size of using 60 % of 40 mm & 40 % of 20 mm to IS specified grading mixing by mixer machine including dewatering the placement site,laying the concrete in layers and in bays vibrating,compacting and finishing the surface with all leads and lifts watering curing to attain the profile and strength as specified in the drawing for various depth and height below and above ground level etc complete as directed by the Engineer in charge of work complying with the standard specification

19.2

cum

Providing steel centering for plain surfaces including strutting upto 1m high using MS sheets, 10 gauge thick of size 90cmx60cm, stiffened with Ms angles of size 25mmx25mmx3mm for providing laid over silver oak joists of size 10cmx6.5cm spaced at 90cm c/c and supported by caserne props of 10cm to 13cm diametre spaced at 75cm c/c and removing the centering and shuttering after specified period without damaging the concrete laid, complying with standard specification and as directed by the Engineer ( Without Strutting)

14.8

cum

Providing steel centering for plain surfaces including strutting upto 3m high using MS sheets, 10 gauge thick of size 90cmx60cm, stiffened with Ms angles of size 25mmx25mmx3mm for providing laid over silver oak joists of size 10cmx6.5cm spaced at 90cm c/c and supported by caserne props of 10cm to 13cm diametre spaced at 75cm c/c and removing the centering and shuttering after specified period without damaging the concrete laid, complying with standard specification and as directed by the Engineer (With Strutting)

31.7

cum

Earth work excavation deploying Earth Moving Machineries for desilting channel having a width of more than 10 m and forming bund on eitheir side and depositing the earth on banks including jungle clearence etc., complete.

2,790

cum

GST 18% in Figures

Nos