Drinking Water Supply and Sanitation Local Bodies Closing in 6 days TDR #56302930

Tender For Dismantling And Re-Construction Of Compound Wall, Storm Water Drain And Culvert At Old Bus Stand Mudhalvar Padippagam C Us In Ward No.44.Estimate Amount : Rs 6.00 Lakhs

Issued by Local Bodies · Tiruppur, Tamil Nadu
Tender Value
6 Lakhs
Estimated cost
Bid Submission
20 Jul 2026
6 days left
EMD
12000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Dismantling And Re-Construction Of Compound Wall, Storm Water Drain And Culvert At Old Bus Stand Mudhalvar Padippagam C Us In Ward No.44.Estimate Amount : Rs 6.00 Lakhs

BOQ

Name of Work:- Dismantling and Re-Construction of Compound Wall, Storm Water Drain and Culvert at Old Bus Stand Mudhalvar Padippagam C us in Ward No.44.Estimate Amount : Rs 6.00 Lakhs
Sl. No. Item Description
1Dismantling the existing Brick / Stone masonry in cement mortar walls including removing the debris from the site and stacking useful material at work site for reuse etc., complete complying with standard specification.
2Dismantling the existing Plain cement concrete including removing the debris from the site and stacking useful material at work site for reuse etc., complete complying with standard specification.
3R.R.Masonry in Cement mortar 1:5 for Foundation and Basement (New stone) including simultaneously pointing above ground level with the same mortar, Cost of Mortar Plasticizer used etc.,complete complying with standard specification and as directed by the Departmental Officers.
4Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x75mm with class designation of 10 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge.Cement Mortar 1:5 (For Foundation and Basement)
5Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers.
6White washing two coats with freshly burnt white shell lime in all floors including cost of lime, blue powder fevicol type gum, brushes, scaffolding charges, etc., complete complying with standard specification and as directed.
7Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat on cement plastered wall surface ect., complete complying with standard specification and as directed by the departmental officers.
8Supplying and fixing Mild Steel grills for windows, ventilators etc., complete complying with standard specifications and as directed by the departmental officers.
9Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
10Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.Upto 2.40m Depth
11Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers - Mixing by mechanical means
12Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire)
13Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 2.10M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton and as directed by the departmental Officers (Payment for centering shall be given after the concrete is laid)
14Supplying and erecting centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs, etc with necessary supports and strutting above 3.60m upto 4.90m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over steel adjustable span of size 2m x 2m (expandable upto 3.60m) and supported by Steel Adjustable Telescopic Props of Size 2.40m x 3.00m (expandable upto 4.90m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) with Cross bracings provided at two levels at a spacing of 1.80m ,etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers (Payment for centering shall be given after the concrete is laid).
15Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including Cost of Mortar Plasticizer, curing etc. complete and as directed by the departmental officers. (Dummy columns should be at least 1 metre height)-Mixing by mechanical means
16Reinforced Cement Concrete 1:1½:3 (One Cement, One and a half crushed stone sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including Super Plasticiser, mixing charges for machine mix,laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers - machine mix
17Plastering the surface of walls with Cement Mortar 1:4 (One cement and Four plastering sand), 20mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used , curing etc., complete complying with standard specification and as directed by the departmental officers.
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AI Tender Summary

OUR REF NO 56302930
AUTHORITY Local Bodies
TENDER VALUE 6 Lakhs
LAST DATE 20-07-2026
Authority
Authority Name Municipal Adminitration And Water Supply Department
Work Description Tender for Dismantling And Re-Construction Of Compound Wall, Storm Water Drain And Culvert At Old Bus Stand Mudhalvar Padippagam C Us In Ward No.44.Estimate Amount : Rs 6.00 Lakhs
Basic Detail
Tender No E1/501/2024/Z3
Bidding Type Tender
Location
City Tiruppur
State Tamil Nadu
Key Dates
Publish Date 04 Jul 2026
Submission Date 20 Jul 2026
Open Date 20 Jul 2026
Finance
Tender Value 6 Lakhs
Tender Fee Ref. Documents
EMD 12000
Exemption Not Available
Document List
06_Conditions.pdf
2490f66b-68b8-467c-a4e5-9d0e47b7e96d.html
BOQ_822139.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 04, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 20, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Jul 20, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
pdf

06_Conditions.pdf

html

2490f66b-68b8-467c-a4e5-9d0e47b7e96d.html

xls

BOQ_822139.xls

pdf

Tendernotice_1.pdf

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