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Civil Works - Water Works

Special Repairs to under tunnel near Sengulam Regulator in Sadayaneri Channel in Thoothukudi District

Water Resources Department

Vellamadam(Nazreth) | Tuticorin, Tamil Nadu

Amount: ₹5 LCloses: 1 Oct 20264d left

Timeline

Published16 Sept 2026
Closes1 Oct 2026
Bid Opening1 Oct 2026

Tender Value

₹5 L

EMD Value

₹5,000

Closing Date

1 Oct 2026, 5:00 pm4d left

Tender Inviting Organisation

Name

Executive Engineer,WRD

Address

Executive Engineer, WRD., Lower Thamiraparani and Korampallam Aru Basin Division, Thoothukudi

Work Description

Special Repairs

Tender Information

Tender ID

2026_WRD_700852_1

Reference Number

07/LTKABD/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Lump-sum

Period of Work

180 days

Location

Vellamadam(Nazreth)

Source Website

Subscribe to view

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 and 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)

RequiredSite engineer Certificate (.pdf)

RequiredExperience Certificate for similar works and other related documents (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹5,000

Important Dates

Last Activity

16 Sept 2026

Published

16 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

16 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

16 Sept 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earthwork for foundation in hard stiff clay excavating and deposition on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, maurram, gravel, stoney erath and earth mixed with small size boulders SS.20B etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS	28.44	Cum	-	-
2	Providing and placing in position Plain Cement concrete of M-15 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm and down graded to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 15 N / mm² in 28 days ) and mixing the incredients in approved mixer 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 standard specifications and as directed by the Engineer incharge of work Without vibration.	4.77	Cum	-	-
3Supplying and erecting water tight steel centering for sides and sofits including supports and strutting upto 3.29M height for plain surface such as RCC slab, vertical slabs, side slabs of RCC works wioth all cross bracings using mild steel B.G.10gauge sheets of size 90cm x60cmx10 gauge stiffend with welded mils dteel angels of size 25mm x25mmx3mm for boarding laid over silver oak(country wood) joists of size 10cmx6.5 spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed by the Engineer incharge of work (The retrieved materials should be taken back by the contractor). The payment should be made after the concrete is laid.
3.01	Without strutting	9	Sqm	-	-
3.02	With strutting	59	Sqm	-	-
4	Providing and placing in position Plain Cement concrete of M-15 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 60% of 40mm hard broken stone and 40% of 20mm to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 15 N / mm² in 28 days ) and mixing the incredients in approved mixer 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 standard specifications and as directed by the Engineer incharge of work.	39.2	Cum	-	-
5	Earth work deploying earth moving machinery for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearance etc complete (3-10M)	978.25	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 • 0.26 MB

Work Item Documents

DR7.pdf

Tender Documents • 0.64 MB

BOQ_842423.xls

BOQ • 0.32 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earthwork for foundation in hard stiff clay excavating and deposition on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, maurram, gravel, stoney erath and earth mixed with small size boulders SS.20B etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS

28.44

Cum

Providing and placing in position Plain Cement concrete of M-15 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm and down graded to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 15 N / mm² in 28 days ) and mixing the incredients in approved mixer 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 standard specifications and as directed by the Engineer incharge of work Without vibration.

4.77

Cum

3Supplying and erecting water tight steel centering for sides and sofits including supports and strutting upto 3.29M height for plain surface such as RCC slab, vertical slabs, side slabs of RCC works wioth all cross bracings using mild steel B.G.10gauge sheets of size 90cm x60cmx10 gauge stiffend with welded mils dteel angels of size 25mm x25mmx3mm for boarding laid over silver oak(country wood) joists of size 10cmx6.5 spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed by the Engineer incharge of work (The retrieved materials should be taken back by the contractor). The payment should be made after the concrete is laid.

3.01

Without strutting

Sqm

3.02

With strutting

Sqm

Providing and placing in position Plain Cement concrete of M-15 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 60% of 40mm hard broken stone and 40% of 20mm to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 15 N / mm² in 28 days ) and mixing the incredients in approved mixer 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 standard specifications and as directed by the Engineer incharge of work.

39.2

Cum

Earth work deploying earth moving machinery for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearance etc complete (3-10M)

978.25

Cum