Housing Urban and Rular Development Government Departments Closing in 15 days TDR #58429332

Tender For Special Repairs To Reroofing, Wall And Toilet Arrangements In Section Office, Sub Division-1 At Pwd Campus In Karur District.

Issued by Government Departments · Karur, Tamil Nadu
Tender Value
5.92 Lakhs
Estimated cost
Bid Submission
23 Nov 2026
15 days left
EMD
6000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Special Repairs To Reroofing, Wall And Toilet Arrangements In Section Office, Sub Division-1 At Pwd Campus In Karur District.

BOQ

Name of Work:- SPECIAL REPAIRS TO REROOFING, WALL AND TOILET ARRANGEMENTS IN SECTION OFFICE, SUB DIVISION-1 AT PWD CAMPUS IN KARUR DISTRICT.
Sl. No. Item Description
1Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of Brick / stone masonry in cement mortar walls under 3m high
2Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of Pantile or Mangalore tiled roof without roof timbers
3Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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 nec- essary 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 speci- fication and as directed by the departmental officers.- Upto 2.40m Footing Depth.Data worked out for 48 m3 per day/8 hrs.
4Cement 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 manual means
5Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid).
6Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m 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 Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , 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).
7Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, 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 requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials).
8In Foundation and Basement
9In Ground Floor
10Supplying, 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)
11Upto plinth/Basement level:
12Ground floor
13Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 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.
14In Cement Mortar 1:6 using Crushed stone Sand (Manual mixing)
15In Foundation and Basement
16Superstructure in Ground floor
17Brick partition walls of 11.50cm thickness using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 using Crushed stone Sand (Manual mixing) conforming to IS 13757-1993 or IS 12894-2002 in Cement Mortar 1:3 (One Cement and Three CS Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing etc. complete complying with standard specification and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately)
18Ground floor
19Providing and Fixing of polyurethane foam for Sloped roofas thermal insulation panels or Sandwich insulated panels with external 0.50mm total coated thickness pre painted Galvalume sheet with trapezoidal roofing profile having crest height of 38mm at every 333mm span , whereas internal 0.50mm total coated thickness pre painted galvanized iron sheet with micro ribbed profile and the insulation material will be chlorofluoro carbon and hydro chlorofluoro carbon free , high performance rigid polyurethane foam (PUF) conforming to IS 12436 having density not less than 40±2Kg/M3, Thermal conductivity (K-Value) 0.024 W/m.K measured at 10 degree C mean temperature along with necessary flashings such as L flashing, C flashing etc& accessories such as screws ,fastners ,sealants etc for fixing the panel etc., complete complying with standard specification.
2030mm (+38mm) thick PUF roof panel
21Plastering 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.
22Colour washing two coats in all floors using best freshly burnt white shell lime and best quality of approved variety of colouring pigment including cost of lime, colouring pigments, fevicol type gum, brushes, scaffolding charges etc., complete complying with standard specification. Mineral colouring pigments not affected by lime should only be used (stainers and colour solutions should not be used.)
23GST 18% Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58429332
AUTHORITY Government Departments
TENDER VALUE 5.92 Lakhs
LAST DATE 23-11-2026
Authority
Authority Name Public Works Department
Work Description Tender for Special Repairs To Reroofing, Wall And Toilet Arrangements In Section Office, Sub Division-1 At Pwd Campus In Karur District.
Basic Detail
Tender No NIT19-7/KARUR/26-27
Bidding Type Tender
Location
City Karur
State Tamil Nadu
Key Dates
Publish Date 06 Nov 2026
Submission Date 23 Nov 2026
Open Date 23 Nov 2026
Finance
Tender Value 5.92 Lakhs
Tender Fee Ref. Documents
EMD 6000
Exemption Not Available
Document List
9cda38c5-35b4-4b7c-a05b-b86d3fa45057.html
BOQ_868334.xls
sub1.pdf
Tendernotice_1.pdf

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Tender Timeline

Nov 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 15 days
Nov 23, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

Tender Documents

Download All (ZIP) ↓
html

9cda38c5-35b4-4b7c-a05b-b86d3fa45057.html

xls

BOQ_868334.xls

pdf

sub1.pdf

pdf

Tendernotice_1.pdf

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