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SPECIAL REPAIRS TO LEAKY ROOF, FLOORING AND JOINERIES AND SANITARY ARRANGEMENTS IN HSC AT KUNJIPALAYAM IN POLLACHI TALSPECIAL REPAIRS TO LEAKY ROOF, FLOORING AND JOINERIES AND SANITARY ARRANGEMENTS IN HSC AT KUNJIPALAYAM IN POLLACHI TALUK OF COIMBTOR

Public Works Department

Kunjipalayam | Coimbatore, Tamil Nadu

Amount: Refer DocsCloses: 29 Sept 20262d left

Timeline

Published11 Sept 2026
Closes29 Sept 2026
Bid Opening30 Sept 2026

Tender Value

Refer Docs

EMD Value

₹7,600

Closing Date

29 Sept 2026, 5:00 pm2d left

Tender Inviting Organisation

Name

Executive Engineer, PWD.

Address

Office of the Executive Engineer, PWD., Buildings Construction and Maintenance Division, PWD Campus, Big Bazaar Street, Town Hall, Coimbatore-641 001

Work Description

SPECIAL REPAIRS TO LEAKY ROOF, FLOORING AND JOINERIES AND SANITARY ARRANGEMENTS IN HSC AT KUNJIPALAYAM IN POLLACHI TALUK OF COIMBTORE DISTRICT

Tender Information

Tender ID

2026_PWD_703638_1

Reference Number

05/04N/CBE-DVN /2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Lump-sum

Location

Kunjipalayam

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredPWD REGISTRATION AND CONTRACTOR RENEWAL/LIVE CERTIFICATE (.pdf)

RequiredLAST YEAR INCOME TAX RETURN FILED (.pdf)

RequiredGST REGISTRATION AND LAST PAID DETAILS (.pdf)

RequiredWORK EXPERIENCE (.pdf)

RequiredE-TENDER DOCUMENTS (.pdf)

RequiredGENERAL CONDITION OF CONTRACT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹7,600

Important Dates

Last Activity

11 Sept 2026

Published

11 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

11 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

11 Sept 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (61 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Dismantling clearing away the DOORS AND WINDOWS including removal of frames,hinges and fastening etc., complete complying as directed by the departmental officers as per standard specification.	24.2	M2	164.3	₹3,976.06
2	Clean removal of damaged CEMENT PLASTER from walls as directed by the departmental officers as per standard specification	28	M2	9.05	₹253.4
3	Dismantling 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	0.6	M3	520.25	₹312.15
4	Earth 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.	17	M3	198.9	₹3,381.3
5	PLAIN 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.	0.8	M3	5,384	₹4,307.2
6	PLAIN CEMENT CONCRETE 1:5:10 (One cement, five M - sand and ten aggregate) using Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers	0.6	M3	5,384	₹3,230.4
7Construction 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 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.
7.01	FOR FOUNDATION AND BASEMENT.	4.7	M3	7,736.65	₹36,362.26
8	Supplying 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).	5.4	M2	937.6	₹5,063.04
9Providing 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).

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.00 MB

Work Item Documents

TenderCondition.pdf

Additional Documents • 1.05 MB

TenderDocument.pdf

Tender Documents • 0.47 MB

BOQ_845772.xls

BOQ • 0.40 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Dismantling clearing away the DOORS AND WINDOWS including removal of frames,hinges and fastening etc., complete complying as directed by the departmental officers as per standard specification.

24.2

164.3

₹3,976.06

Clean removal of damaged CEMENT PLASTER from walls as directed by the departmental officers as per standard specification

9.05

₹253.4

Dismantling 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

0.6

520.25

₹312.15

Earth 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.

198.9

₹3,381.3

PLAIN 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.

0.8

5,384

₹4,307.2

PLAIN CEMENT CONCRETE 1:5:10 (One cement, five M - sand and ten aggregate) using Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers

0.6

5,384

₹3,230.4

7Construction 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 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.

7.01

FOR FOUNDATION AND BASEMENT.

4.7

7,736.65

₹36,362.26

Supplying 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).

5.4

937.6

₹5,063.04

9Providing 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).