Tender ID

Tamil Nadu

Cancelled

Works

Civil Works - Buildings

Construction of Modern Kitchen Building for Government Head Quarters Hospital at Cuddalore in Cuddalore District

Public Works Department

Cuddalore, Tamil Nadu

Amount: ₹72.3 LCloses: 1 Jun 2026Closed

Timeline

Published18 May 2026
Cancelled20 May 2026

Cancellation Details

Cancellation of Tender

CANCELLATION OF TENDERTENDER IS CANCELLED DUE TO ERROR IN PRICE BID FORMAT BOQReason: Error in Price Bid format BoQDocument: cancelled_1.pdf

Published 20 May 2026

Tender Value

₹72.3 L

EMD Value

₹46,200

Closing Date

1 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

Office of the Superintending Engineer, PWD., Building Construction and Maintenance Circle, Thanjavur-1

Work Description

Construction of Modern Kitchen Building for Government Head Quarters Hospital at Cuddalore in Cuddalore District

Tender Information

Tender ID

2026_PWD_677388_1

Reference Number

05-01-2026-2027

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Lump-sum

Period of Work

150 days

Location

Cuddalore

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredPWD Civil Registration Certificate for current (.pdf)

RequiredRevenue Solvency Certificate along with Encumbrance Certificate for current Date (.pdf)

RequiredWork Experience certificate (.pdf)

RequiredGST Registration GSTR3B for last three months and IT Statement for the year 24-25 and 25-26 (.pdf)

RequiredTender Documents with Digital Signature (.pdf)

RequiredSite visit Certificate (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹46,200

Important Dates

Last Activity

20 May 2026

Published

18 May 2026

Bid Opening

2 Jun 2026

Download Starts

18 May 2026

Download Ends

1 Jun 2026

Submission Starts

18 May 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (88 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth 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.	248	M3	-	-
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.	28.2	M3	-	-
3	Reﬁlling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental ofﬁcers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.	18.8	M3	-	-
4	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.	153.6	M3	-	-
5	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 manuval means	16.8	M3	-	-
6	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 manuval means	20.2	M3	-	-
7Brick work in following Cement Mortar 1:6 (One Cement and Six M-Sand) 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.
7.01	For Foundation & basement	51.9	M3	-	-
7.02	For Superstructure in Ground Floor	66.3	M3	-	-
8Brick partition walls of 10.80cm thickness 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 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)

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.21 MB

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.12 MB

Work Item Documents

MODERNKITHCENCON.pdf

Tender Documents • 1.82 MB

BOQ_813917.xls

BOQ • 0.46 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth 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.

248

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.

28.2

Reﬁlling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental ofﬁcers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.

18.8

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.

153.6

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 manuval means

16.8

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 manuval means

20.2

7Brick work in following Cement Mortar 1:6 (One Cement and Six M-Sand) 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.

7.01

For Foundation & basement

51.9

7.02

For Superstructure in Ground Floor

66.3

8Brick partition walls of 10.80cm thickness 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 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)