Tamil Nadu

To Be Opened

Works

Civil Works - Buildings

MEDICAL DEVICE LAB CMC CAMPUS COIMBATORE

Public Works Department

CMCH COIMBATORE | Coimbatore, Tamil Nadu

Amount: Refer DocsCloses: 25 Sept 202623 Sept 2026Closed

Timeline

Published9 Sept 2026
Closed25 Sept 202623 Sept 2026
Bid Opening25 Sept 202623 Sept 2026

Corrigenda

Corrigendum

1 updatesLatest on 11 Sept 2026Submission Ends:23 Sept 202625 Sept 2026

Date changes

Download Ends23 Sept 202625 Sept 2026Submission Ends23 Sept 202625 Sept 2026Bid Opening23 Sept 202625 Sept 2026

Tender Value

Refer Docs

EMD Value

₹3.3 L

Closing Date

25 Sept 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

SUPERINTENDING ENGINEER

Address

O/o THE SUPERINTENDING ENGINEER PWD BUILDINGS CONSTRUCTION AND MAINTENANCE CIRCLE COIMBATORE

Work Description

Construction of Medical Device Laboratory in Coimbatore Medical College Campus at Coimbatore District

Tender Information

Tender ID

2026_PWD_701949_1

Reference Number

09BCMCBE01092026

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Lump-sum

Location

CMCH COIMBATORE

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

RequiredPWD REGISTRATION, RENEWAL LIVE CERTIFICATE AND PARTNERSHIP DEED WITH FIRM REGT (.pdf)

RequiredBANKER CERTIFICATE, NET-WORTH, AVERAGE ANNUAL TURNOVER CERTIFICATE AND INDEMNITY BOND AS IN PQ COND (.pdf)

RequiredGST REGT, IT FILLED FOR 5 YEARS WITH RELEVANT PARTICULAR AND GST FILLED RECENT 3 MONTH (.pdf)

RequiredEXPERIENCE CERT, MAJOR WORKS AND EXPERIENCE DETAILS IN PRESCRIBED FORMAT MENTIONED IN PQ DOCUMENT (.pdf)

RequiredANNUAL FINANCIAL TURN OVER, SHARE CAPITAL AS PRESCRIBED IN PQ DOCUMENT (.pdf)

RequiredAFFIDAVIT AND UNDERTAKING (.pdf)

RequiredTECHNICAL PERSONNEL AS PRESCRIBED IN PQ DOCUMENT (.pdf)

RequiredTOOLS AND PLANTS AS PRESCRIBED IN PQ DOCUMENT (.pdf)

RequiredWORKING CAPITAL AS PRESCRIBED IN PQ DOCUMENT (.pdf)

RequiredPQ DOCUMENT (.pdf)

Finance

RequiredTENDER CONDITION (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹3.3 L

Important Dates

Last Activity

25 Sept 2026

Published

9 Sept 2026

Bid Opening

25 Sept 2026

Download Starts

9 Sept 2026

Download Ends

25 Sept 2026

Submission Starts

9 Sept 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (134 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	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. Upto 2.40m Depth.	153	Cu.m.	-	-
2Earth 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 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.
2.01	Upto 2.40m Footing Depth.	1,348	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 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 manual means	87	Cu.m.	-	-
4	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 Manual means	104	Cu.m	-	-
5	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.	157	Cu.m.	-	-
6	Supply and filling in foundation and basement with Gravel for a lead of 10km 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.	360	Cu.m.	-	-
7	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.	270	Cu.m.	-	-
8Brick work in Cement Mortar 1:5 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.
8.01	For Foundation & Basement	190	Cu.m.	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.10 MB

Work Item Documents

BOQ_843840.xls

BOQ • 0.45 MB

PQConditionCMC.pdf

Additional Documents • 0.28 MB

GenConditionCMC.pdf

Tender Documents • 0.62 MB

Corrigendum Documents

TENDEREXTENSIONNOTIFICATIONNIT09.pdf

PDF • 0.23 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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. Upto 2.40m Depth.

153

Cu.m.

2Earth 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 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.

2.01

Upto 2.40m Footing Depth.

1,348

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 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 manual means

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 Manual means

104

Cu.m

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.

157

Cu.m.

Supply and filling in foundation and basement with Gravel for a lead of 10km 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.

360

Cu.m.

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.

270

Cu.m.

8Brick work in Cement Mortar 1:5 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.

8.01

For Foundation & Basement

190

Cu.m.