Drinking Water Supply and Sanitation Government Departments Closing in 13 days TDR #57720910

Tender For Special Repairs To Sluice No.147 Under Palayam Channel In Naduvakuricchi Village In Palayamkottai Taluk.

Issued by Government Departments · Tirunelveli, Tamil Nadu
Tender Value
5 Lakhs
Estimated cost
Bid Submission
10 Oct 2026
13 days left
EMD
5000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Tirunelveli → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Special Repairs To Sluice No.147 Under Palayam Channel In Naduvakuricchi Village In Palayamkottai Taluk.

BOQ

Name of Work:- Special Repairs to Sluice No.147 under palayam channel in Naduvakuricchi village in Palayamkottai Taluk.
Sl. No. Item Description
1Dismantling 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.
2Dismantling 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.
3Earth 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.
4Earth 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.
5Cement 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.
6Supplying, 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
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.
8Without Strutting
9With Strutting
10Cement 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.
11Refilling the excavated earth in layers not exceeding 23cm thickness and watering to OMC (Optimum Moisture content) and compaction of each layer to 95% of proctor Density through deployment of appropriate compaction equipment (8-10T power roller) vibratory power roller of short width ( 0.90m width drum) power roller or vibratory power roller/fuel operated or electrically operated, vibratory plate compactors, ensuring compaction of designed bund section including side slopes etc., complete as directed by the Engineer in charge of works and as per the technical specifications.
12Fabricating supplying and fixing in position screw gearing steel shutter of size 50mm thick for the following sizes made of 50mmx50mmx6mm mild steel angle covered by 6mm mild steel angles welded with the frame on one side providing a guest plate of 6mm thick of mild steel sheet welded at the top of shutter providing access to fit screw gearing rod of 50mm dia shaft of suitable length threaded for required length from top providing of 150x75mm rolled steel joist 1500m length for the top of masonry, head wall at correct position and to be anchored by means of 2 Nos. of 50x50x6mm steel plates bend at the ends to hold the top beam at correct position and with 16mm mild steel bolt, 450mm long split bottom providing a cast iron head threaded assembly with base plate of size 240x240x20mm and head threaded inside to suit the steam rod with locking nut and to be fixed over the top beam by means of 16mm thick mild steel rods and 50 x 6mm mild steel plates to suit the head nut and providing 2 Nos. of guide channel of 75x40x7.10 Km/m for suitable length to be fixed. S.G.Shutter of size 0.6x0.50 M
13Clearing the silt,shoals,sludge and water hyacinth trees as directed by the departmental officers.using backhoe holder
14GST 18% in Figures Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57720910
AUTHORITY Government Departments
TENDER VALUE 5 Lakhs
LAST DATE 10-10-2026
Authority
Authority Name Water Resources Department
Work Description Tender For Special Repairs To Sluice No.147 Under Palayam Channel In Naduvakuricchi Village In Palayamkottai Taluk.
Basic Detail
Tender No E-TENDER NOTICE NO. 03 / UTBD / 2026-2027 Date 24.09.2026
Bidding Type Tender
Location
City Tirunelveli
State Tamil Nadu
Key Dates
Publish Date 26 Sep 2026
Submission Date 10 Oct 2026
Open Date 12 Oct 2026
Finance
Tender Value 5 Lakhs
Tender Fee Ref. Documents
EMD 5000
Exemption Not Available
Document List
935b8928-2c4b-4ab9-b602-83fc40968d99.html
BOQ_851080.xls
tenderdocument.pdf
Tendernotice_1 (22).pdf

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Tender Timeline

Sep 26, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 10, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 13 days
Oct 12, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

Tender Documents

Download All (ZIP) ↓
html

935b8928-2c4b-4ab9-b602-83fc40968d99.html

xls

BOQ_851080.xls

pdf

tenderdocument.pdf

pdf

Tendernotice_1 (22).pdf

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