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PROVIDING OVERFLOW PIPE LINE ARRANGEMENTS FROM OVER HEAD TANK TO SUMP IN GOVERNMENT MEDICAL COLLEGE HOSPITAL AT KARUR IN KARUR DISRTICT.

Public Works Department

Karur, Tamil Nadu

Amount: ₹2.9 LCloses: 22 Oct 2026

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Timeline

Published6 Oct 2026
Closes22 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹2.9 L

EMD Value

₹3,000

Closing Date

22 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer PWD Division Karur

Work Description

PROVIDING OVERFLOW PIPE LINE ARRANGEMENTS FROM OVER HEAD TANK TO SUMP IN GOVERNMENT MEDICAL COLLEGE HOSPITAL AT KARUR IN KARUR DISRTICT.

Tender Information

Tender ID

2026_PWD_711287_1

Reference Number

NIT12-2/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

7 documents required · 7 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)

RequiredWORK EXPERIENCE FOR LAST 3 YEARS AND SD ASD IF REQUIRED E-TENDER DOCUMENTS ALONG WITH TENDER CONDITI (.pdf)

RequiredTENDER DOCUMENTS WITH GENERAL CONDITIONS OF CONTRACT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹3,000

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

6 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

6 Oct 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 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety conforming to BIS of the following dia including cutting and ﬁxing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and ﬁxing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard speciﬁcations. The PVC pipes shall be got approved by Executive Engineer before use on works - External water supply above ground level / Below ground level.
1.1	50mm dia	355	RM	572.25	₹2,03,148.75
2Supplying UPVC Specials in water supply arrangements (both in internal and external water supply arrangements
2.1	Elbow	-	-	-	-
2.2	50 mm Dia	71	NOS	87.8	₹6,233.8
2.3	COUPLER	-	-	-	-
2.4	50 mm Dia	38	NOS	71	₹2,698
2.5	Tee	-	-	-	-
2.6	50 mm Dia	7	NOS	121.8	₹852.6
3	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 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 Footing Depth.	3.11	M3	367.15	₹1,141.84

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.46 MB

Work Item Documents

BOQ_854582.xls

BOQ • 0.37 MB

Overflow.pdf

Tender Documents • 1.59 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety conforming to BIS of the following dia including cutting and ﬁxing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and ﬁxing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard speciﬁcations. The PVC pipes shall be got approved by Executive Engineer before use on works - External water supply above ground level / Below ground level.
1.1	50mm dia	355	RM	572.25	₹2,03,148.75
2Supplying UPVC Specials in water supply arrangements (both in internal and external water supply arrangements
2.1	Elbow	-	-	-	-
2.2	50 mm Dia	71	NOS	87.8	₹6,233.8
2.3	COUPLER	-	-	-	-
2.4	50 mm Dia	38	NOS	71	₹2,698
2.5	Tee	-	-	-	-
2.6	50 mm Dia	7	NOS	121.8	₹852.6
3	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 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 Footing Depth.	3.11	M3	367.15	₹1,141.84

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety conforming to BIS of the following dia including cutting and ﬁxing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and ﬁxing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard speciﬁcations. The PVC pipes shall be got approved by Executive Engineer before use on works - External water supply above ground level / Below ground level.

1.1

50mm dia

355

572.25

₹2,03,148.75

2Supplying UPVC Specials in water supply arrangements (both in internal and external water supply arrangements

2.1

Elbow

2.2

50 mm Dia

NOS

87.8

₹6,233.8

2.3

COUPLER

2.4

50 mm Dia

NOS

₹2,698

2.5

Tee

2.6

50 mm Dia

NOS

121.8

₹852.6

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 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 Footing Depth.

3.11

367.15

₹1,141.84