Tamil Nadu

Financial BO

Works

Civil Works - Buildings

PROVIDING ADDITIONAL E SEWA KENDRA IN COMBINED COURT CAMPUS AT MPC IN KARUR DISTRICT.

Public Works Department

Karur, Tamil Nadu

Amount: ₹3.4 LCloses: 22 Sept 2026Closed

Timeline

Published7 Sept 2026
Closed22 Sept 2026
Financial Evaluation—
Award—

Bids

Percentage

2 Bids22 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	ZONE PROMOTERS L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance	-0.50%	₹3.4 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	R SATHISHKUMAR L2₹3.4 L+₹5,747.97 (1.71%)Admitted-Fee/PreQual/Technical/Finance	+1.20%	₹3.4 L+₹5,747.97 (1.71%)	L2	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹3.4 L

EMD Value

₹3,400

Closing Date

22 Sept 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

o/o Executive Engineer PWD, Division karur.

Work Description

PROVIDING ADDITIONAL E SEWA KENDRA IN COMBINED COURT CAMPUS AT MPC IN KARUR DISTRICT

Tender Information

Tender ID

2026_PWD_701345_1

Reference Number

NIT07/KARUR/26-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Lump-sum

Location

KARUR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredPWD REGISTRATION AND LIVE CERTIFICATE CLASS V AND ABOVE (.pdf)

RequiredGST REGISTRATION AND GST CLEARANCE FOR LAST THREE MONTHS (.pdf)

RequiredINCOME TAX CLEARANCE CERTIFICATE FOR LAST FINANCIAL YEAR (.pdf)

RequiredEDUCATION QUALIFICATION CERTIFICATE OF TECHNICAL PERSONNEL AND CONSENT LETTER (.pdf)

RequiredTENDER DOCUMENTS WITH GENERAL CONDITIONS OF CONTRACT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹3,400

Important Dates

Last Activity

22 Sept 2026

Published

7 Sept 2026

Bid Opening

22 Sept 2026

Download Starts

7 Sept 2026

Download Ends

22 Sept 2026

Submission Starts

7 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

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 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth 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.	3	M3	367.15	₹1,101.45
2	Supplying 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.	1.2	M3	1,815.4	₹2,178.48
3	Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers.	1.2	M3	487.8	₹585.36
4	Cement 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	0.4	M3	5,402.85	₹2,161.14
5	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	1	M3	5,402.85	₹5,402.85
6Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 10 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.
6.1	In Cement Mortar 1:5 using Crushed stone Sand (Manual mixing)	-	-	-	-
6.2	In Foundation and Basement	3.65	M3	7,691.46	₹28,073.83
7Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two Crushed Stone Sand and Four aggregate) using 6 to12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trowel, thread lining, 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)
7.1	For 40mm thick	12.2	M2	429.1	₹5,235.02

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.37 MB

Work Item Documents

ESewa.pdf

Tender Documents • 1.59 MB

BOQ_843018.xls

BOQ • 0.33 MB

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Company

ZONE PROMOTERS

L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance

R SATHISHKUMAR

L2₹3.4 L+₹5,747.97 (1.71%)Admitted-Fee/PreQual/Technical/Finance

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth 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.

367.15

₹1,101.45

Supplying 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.

1.2

1,815.4

₹2,178.48

Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

1.2

487.8

₹585.36

Cement 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

0.4

5,402.85

₹2,161.14

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

5,402.85

₹5,402.85

6Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 10 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.

6.1

In Cement Mortar 1:5 using Crushed stone Sand (Manual mixing)

6.2

In Foundation and Basement

3.65

7,691.46

₹28,073.83

7Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two Crushed Stone Sand and Four aggregate) using 6 to12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trowel, thread lining, 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)

7.1

For 40mm thick

12.2

429.1

₹5,235.02