Housing Urban and Rular Development Government Departments Closing in 12 days TDR #58321049

Tender For Special Repairs To Septic Tank In Government High School At Sethumadai In Anaimalai Taluk Of Coimbatore District.

Issued by Government Departments · Coimbatore, Tamil Nadu
Tender Value
Ref. Documents
Estimated cost
Bid Submission
16 Nov 2026
12 days left
EMD
1500
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Special Repairs To Septic Tank In Government High School At Sethumadai In Anaimalai Taluk Of Coimbatore District.

BOQ

Name of Work:- SPECIAL REPAIRS TO SEPTIC TANK IN GOVERNMENT HIGH SCHOOL AT SETHUMADAI IN ANAIMALAI TALUK OF COIMBATORE DISTRICT.
Sl. No. Item Description
1Dismantling clearing away the damaged BRICK WORK IN CLAY MORTAR and carefully stacking materials useful for reuse etc, as directed by the departmental officers as per standard specification
2Dismantling clearing away the damaged PLAIN CEMENT CONCRETE and carefully stacking materials useful for reuse etc, as directed by the departmental officers as per standard specification
3Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
4EARTH WORK OPEN EXCAVATION by manual means 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
5Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
6PLAIN CEMENT CONCRETE 1:5:10 (One cement, five M - sand and ten aggregate) 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.
7Supplying and erecting centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs, 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 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) , 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).
8Supplying 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).
9Construction BRICKWORK in cement mortar 1:5 (One cement and five M - sand) using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 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.
10FOR FOUNDATION AND BASEMENT
11Construction BRICKWORK in cement mortar 1:3 (One cement and three M - sand) using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 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.
12FOR FOUNDATION AND BASEMENT
13Brick partition walls of 11.50cm thickness using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 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)
1411.50cm Thick FOR FOR FOUNDATION AND BASEMENT
15Providing and laying in position, standardised concrete Mix M-20 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh 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 Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, 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).
16FOR FOUNDATION AND BASEMENT
17Supplying, 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)
18FOR FOUNDATION AND BASEMENT
19PLAIN CEMENT CONCRETE 1:2:4 (One cement, two M - sand and four aggregate) using 20 mm gauge hand broken hard granite stone jelly for WEARING COAT including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification.
20Supplying and filling of 40mm gauge metal in DISPERSION TRENCH etc., complete complying with standard specification and as directed by the departmental officers.
21Supplying and filling of 20mm gauge metal in DISPERSION TRENCH etc., complete complying with standard specification and as directed by the departmental officers.
22Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of 75mm thickness in RCC 1:2:4 (one cement, two crushed stone sand and four aggregates), using 20mm HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed by the departmental officers.
23Plastering with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 12mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including mortar plasticizer at 200ml per 50Kg of cement used, finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers.
24Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 10mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including mortar plasticizer at 200ml per 50Kg of cement used, finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers.
25Painting two coats of new plastered wall surface with ready mixed EXTERIOR emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
26Supplying and fixing in position best quality P.V.C. SOIL / WASTE PIPES of following sizes having I.S.I mark and providing leak proof joints including fixing to walls with Specials / PVC /MS. clamps etc., and making connection to all sanitary fittings,dismantling the masonry / RCC works wherever necessary and making good the dismantled portion to original condition etc., complete complying with standard specification.[The PVC pipe should be got approved by the Executive Engineer before use on works.]
27110mm diametre PVC SOIL PIPE [ 6Kg / Cm2]
28Supplying and fixing PVC ventilating shaft of 110mm dia (having working pressure 4 kg. / sq.cm) with 3 metre height including cost of PVC cylindrical cowl of best approved quality etc., complete complying with standard specifications and as directed by the departmental officers
29GST 18% (CGST AT 9% + SGST 9%) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58321049
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 16-11-2026
Authority
Authority Name Public Works Department
Work Description Tender for Special Repairs To Septic Tank In Government High School At Sethumadai In Anaimalai Taluk Of Coimbatore District.
Basic Detail
Tender No 04/09N/CBE-DVN /2026-27
Bidding Type Tender
Location
City Coimbatore
State Tamil Nadu
Key Dates
Publish Date 02 Nov 2026
Submission Date 16 Nov 2026
Open Date 17 Nov 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 1500
Exemption Not Available
Document List
640c0792-1de6-4336-b240-894bd8f7c2d8.html
BOQ_864562.xls
TenderDocument.pdf
Tendernotice_1.pdf

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Tender Timeline

Nov 02, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 16, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 12 days
Nov 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 13 days

Tender Documents

Download All (ZIP) ↓
html

640c0792-1de6-4336-b240-894bd8f7c2d8.html

xls

BOQ_864562.xls

pdf

TenderDocument.pdf

pdf

Tendernotice_1.pdf

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