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Special Repairs to Toilet in Munsif court functioning at old taluk office building in Nilakottai of Dindigul District

Public Works Department

Nilakottai in Dindigul District | Dindigul, Tamil Nadu

Amount: ₹3.5 LCloses: 23 Oct 2026

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Timeline

Published7 Oct 2026
Closes23 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹3.5 L

EMD Value

₹3,500

Closing Date

23 Oct 2026, 11:00 am

Tender Inviting Organisation

Name

Exe.Engineer,PWD.,Buildings CandM Division,DGL

Address

O/o Exe.Engineer,PWD.,Buildings CandM Division,DGL

Work Description

Special Repairs to Toilet in Munsif court functioning at old taluk office building in Nilakottai of Dindigul District

Tender Information

Tender ID

2026_PWD_711635_1

Reference Number

06-4/Buildings C and M Division Dindigul 2026-27 Dt 06.10.2026

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Lump-sum

Location

Nilakottai in Dindigul District

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBoQ (.xls)

RequiredUpload the Digitally Signed Tender Document (.pdf)

RequiredPWD Civil Registration and Live Certificate Class V and above (.pdf)

RequiredGST Registration and GST-3b for last three months (.pdf)

RequiredIncome Tax clearance Certificate for Previous/Current assessment year (.pdf)

RequiredTechnical Assistant concern letter with Educational Qualification Certificate (.pdf)

RequiredSimilar nature of Work Experience Certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹3,500

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

7 Oct 2026

Download Ends

23 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (37 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls
1.01	Clean removal of Cement plaster from walls	23.35	Sq.m	-	-
1.02	Brick / Stone masonry in Cement mortar walls under 3m high	0.15	Cu.m	-	-
1.03	Doors & Windows including removal of frames, hinges and fastenings.	4.75	Sq.m	-	-
1.04	Plain Cement Concrete	1.75	Cu.m	-	-
1.05	AC Sheet roofing without roof timbers	4.1	Sq.m	-	-
2	Earth 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.	25.5	Cu.m	-	-
3	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 - Mixing by mechanical means	3.05	Cu.m	-	-
4Brick work in following Cement Mortar 1:5 using best quality Burnt Clay Brick of size 8 3/4" x 4 1/4" x 2 3/4" with class designation of 7.5 conforming to IS 1077-1992 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.
4.01	In Foundation and Basement	8	Cu.m	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.51 MB

Work Item Documents

munsifcourtnilakottai.pdf

Tender Documents • 1.03 MB

BOQ_854942.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls
1.01	Clean removal of Cement plaster from walls	23.35	Sq.m	-	-
1.02	Brick / Stone masonry in Cement mortar walls under 3m high	0.15	Cu.m	-	-
1.03	Doors & Windows including removal of frames, hinges and fastenings.	4.75	Sq.m	-	-
1.04	Plain Cement Concrete	1.75	Cu.m	-	-
1.05	AC Sheet roofing without roof timbers	4.1	Sq.m	-	-
2	Earth 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.	25.5	Cu.m	-	-
3	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 - Mixing by mechanical means	3.05	Cu.m	-	-
4Brick work in following Cement Mortar 1:5 using best quality Burnt Clay Brick of size 8 3/4" x 4 1/4" x 2 3/4" with class designation of 7.5 conforming to IS 1077-1992 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.
4.01	In Foundation and Basement	8	Cu.m	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls

1.01

Clean removal of Cement plaster from walls

23.35

Sq.m

1.02

Brick / Stone masonry in Cement mortar walls under 3m high

0.15

Cu.m

1.03

Doors & Windows including removal of frames, hinges and fastenings.

4.75

Sq.m

1.04

Plain Cement Concrete

1.75

Cu.m

1.05

AC Sheet roofing without roof timbers

4.1

Sq.m

Earth 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.

25.5

Cu.m

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 - Mixing by mechanical means

3.05

Cu.m

4Brick work in following Cement Mortar 1:5 using best quality Burnt Clay Brick of size 8 3/4" x 4 1/4" x 2 3/4" with class designation of 7.5 conforming to IS 1077-1992 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.

4.01

In Foundation and Basement

Cu.m