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Civil Works - Water Works

Special Repairs to Direct Sluices Under Palayam Channel in Melapattam Village of Palayamkottai Taluk in Tirunelveli District

Water Resources Department

Melapattam | Tirunelveli, Tamil Nadu

Amount: ₹7 LCloses: 10 Oct 2026

Timeline

Published26 Sept 2026
Closes10 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹7 L

EMD Value

₹7,000

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 Direct Sluices Under Palayam Channel in Melapattam Village of Palayamkottai Taluk in Tirunelveli District

Tender Information

Tender ID

2026_WRD_708184_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

Melapattam

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

₹7,000

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 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Dismantling clearing away and carefully stacking materials usefull materials for reuse for any thickness of walls in brick or stone masonry in cement mortar walls under 3m high etc., complete complying with standard specifications and as directed by the Engineer incharge of work.and as directed by Department officers et., complete.	9	cum	-	-
2	Dismantling the existing Plain Cement Concrete in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.and as directed by Department officers et., complete.	3	cum	-	-
3	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, wets and or silt not under water , light black cotton soil , sandy loam and ordinary soil including excavated earth ( ss 20B ) S.NO 50.and as directed by Department officers et., complete.	45	cum	-	-
4	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 Foundation and as directed by Department officers et., complete.	26	cum	-	-
5	Cement concrete of 1:4:8 mix using maximum nominal size of 40mm and down grade to I.S. specified grading, mixed in 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 complete to attain the profile and strength as specified in the drawings and specification for various lengths and heights below and above ground level complete as directed by the Engineer complying with specification.	13	cum	-	-
6	Supplying, Laying, Jointing and fixing in position of R.C.C. Hume pipes of NP 3 class of 900mm. dia including labour charges and jointing materials, etc., complete complying with standard specification and as directed by the Engineer in charge of the work	10	cum	-	-
7Supplying and erecting water tight steel centering for sides and soffits including supports and strutting upto 3.29M height for plain surface such as RCC slab, vertical slabs, side slabs of RCC works with all cross bracings using mild steel B.G.10gauge sheets of size 90cm x60cmx10 gauge stiffened with welded mild steel angles 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.
7.1	Without Strutting	13.4	sqm	-	-
7.2	With Strutting	119.3	sqm	-	-
8	Cement concrete of 1:3:6 grade mix using maximum nominal size of 60% of 40mm and 40% of 20mm down grade to I.S. specified grading, mixed in 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 complete to attain the profile and strength as specified in the drawings and specification for various lengths and heights below and above ground level complete as directed by the Engineer complying with specification.	49.2	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 • 1.33 MB

Work Item Documents

tenderdocument.pdf

Tender Documents • 0.92 MB

BOQ_851060.xls

BOQ • 0.32 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Dismantling clearing away and carefully stacking materials usefull materials for reuse for any thickness of walls in brick or stone masonry in cement mortar walls under 3m high etc., complete complying with standard specifications and as directed by the Engineer incharge of work.and as directed by Department officers et., complete.

cum

Dismantling the existing Plain Cement Concrete in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.and as directed by Department officers et., complete.

cum

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, wets and or silt not under water , light black cotton soil , sandy loam and ordinary soil including excavated earth ( ss 20B ) S.NO 50.and as directed by Department officers et., complete.

cum

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 Foundation and as directed by Department officers et., complete.

cum

Cement concrete of 1:4:8 mix using maximum nominal size of 40mm and down grade to I.S. specified grading, mixed in 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 complete to attain the profile and strength as specified in the drawings and specification for various lengths and heights below and above ground level complete as directed by the Engineer complying with specification.

cum

Supplying, Laying, Jointing and fixing in position of R.C.C. Hume pipes of NP 3 class of 900mm. dia including labour charges and jointing materials, etc., complete complying with standard specification and as directed by the Engineer in charge of the work

cum

7Supplying and erecting water tight steel centering for sides and soffits including supports and strutting upto 3.29M height for plain surface such as RCC slab, vertical slabs, side slabs of RCC works with all cross bracings using mild steel B.G.10gauge sheets of size 90cm x60cmx10 gauge stiffened with welded mild steel angles 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.

7.1

Without Strutting

13.4

sqm

7.2

With Strutting

119.3

sqm

Cement concrete of 1:3:6 grade mix using maximum nominal size of 60% of 40mm and 40% of 20mm down grade to I.S. specified grading, mixed in 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 complete to attain the profile and strength as specified in the drawings and specification for various lengths and heights below and above ground level complete as directed by the Engineer complying with specification.

49.2

cum