Drinking Water Supply and Sanitation Local Bodies Closing in 6 days TDR #57047362

Tender For Raising Of Compound Wall At Kamarajar Municipal Ground In Villupuram Municipality

Issued by Local Bodies · Villupuram, Tamil Nadu
Tender Value
12 Lakhs
Estimated cost
Bid Submission
31 Aug 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
Villupuram → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Raising Of Compound Wall At Kamarajar Municipal Ground In Villupuram Municipality

BOQ

Name of Work:- Raising of compound wall at Kamarajar Municipal ground in villupuram municipality
Sl. No. Item Description
1Earth work excavation with initial lead of 10m and lift of 2m for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc., complete - Narrow Foundations
2Earth work excavation with initial lead of 10m and lift of 2m for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc., complete - Open Earth Work Excavation (First 2m Depth)
3Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm 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
4Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - For plane surfaces such as rectangular or square RCC columns, etc.
5Supply and erecting centering for sides and soffits including supports and strutting up to 3.29. High for plane surface such as RCC slabs Rectangular beams Tee (or) Ell beams lintels Bed Block, slabs, landing beam canopy side lab, or bnoxing vertical slabs, rectangular(or)sqyuare(or) coloums etc., Sheets of size with all cross branching using M.S Sheets of size 90cmx60cm and B.G 10 stidfned wih welded M,.S angle of size 25mmx25mmx3mm for boarding laid over silver oak joists of size 10cmx6.5cm, spaced at about 90cm centre to and suported by csuarnia proposal centre to centre and supoported by causarnia 10cm to 13cm dia spaced 75cm centre to centreing complete complying with standard specification.
6Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. (No separate payment will be made by the Department for the excess usage of materials) - Upto Basement
7Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. (No separate payment will be made by the Department for the excess usage of materials) - Ground Floor
8Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.
9Brick work in CM 1:5 (one cement & five sand) using II class ground moulded bricks of size 9\\"X43/8\\"X 2 3/4\\" including cost and conveyance of all materials and all labour charges for finishing and curing, etc., complete complying with standard specification (Ground floor)
10Plastering in cement mortar 1:3 mix (one cement & Three sand) with 10 mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications.
11Plastering in cement mortar 1:5 mix (one cement & five sand) with 12 mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications.
12Painting 2 coats with approved Cement Paint over cement plastered wall surface, ceiling and other new surface and including cleaning, preparing the surface and curing etc., complete.
13GST. 18% (CGST-9%, SGST-9%) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57047362
AUTHORITY Local Bodies
TENDER VALUE 12 Lakhs
LAST DATE 31-08-2026
Authority
Authority Name Municipal Adminitration And Water Supply Department
Work Description Tender for Raising Of Compound Wall At Kamarajar Municipal Ground In Villupuram Municipality
Basic Detail
Tender No 4210/2026/E2
Bidding Type Tender
Location
City Villupuram
State Tamil Nadu
Key Dates
Publish Date 17 Aug 2026
Submission Date 31 Aug 2026
Open Date 31 Aug 2026
Finance
Tender Value 12 Lakhs
Tender Fee Ref. Documents
EMD 12000
Exemption Not Available
Document List
30b892f8-d37b-4d16-8ebe-17d0989b556f.html
BOQ_835483.xls
Tendernotice_1 (11).pdf

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Tender Timeline

Aug 17, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Aug 31, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
html

30b892f8-d37b-4d16-8ebe-17d0989b556f.html

xls

BOQ_835483.xls

pdf

Tendernotice_1 (11).pdf

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