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Proposed New under ground drinage in Cheran Street Chinna Thirupathi in Div -8 Hasthampatty Ward Office

MAWS

Salem City Municipal Corporation, Fort Main Road | Salem, Tamil Nadu

Amount: ₹5.8 LCloses: 6 Oct 2026

Timeline

Published19 Sept 2026
Closes6 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹5.8 L

EMD Value

₹5,850

Closing Date

6 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

THE COMMISSIONER, SALEM CITY MUNICIPAL CORPORATION

Address

Salem City Municipal Corporation, Fort Main Road, Salem.

Work Description

Proposed New under ground drinage in Cheran Street Chinna Thirupathi in Div -8 Hasthampatty Ward Office

Tender Information

Tender ID

2026_MAWS_706096_1

Reference Number

SS1-Est No.270-2025-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Period of Work

30 days

Location

Salem City Municipal Corporation, Fort Main Road

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

1 document required · 1 mandatory

Fee/PreQual/Technical/Finance

RequiredPrice bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹5,850

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

19 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (22 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork excavation in all kinds of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murum, gravel, stony earth and earth mixed with small size boulders and hard gravelly soil for laying sewer pipes (IS 3764: 1992) for the first depth of 2 m below G.L. excluding refilling disposal of surplus earth, but including dewatering wherever necessary, and as directed by the Engineer in charge, shoring the sides of the trenches to protect the earth from sliding of the trenches to protect the earth from sliding wherever required up to 2.00 m depth and as directed by the Engineer-in-charge.(The rate shall include providing red light signal during night ,Preservation of overhead and under ground Electricity cables, Telephone cables, Internet cables,Water distribution pipe lines, Water house service connections, Strom water drains, and other utility lines & drains etc. as directed by the Engineer in charge).For laying SWP Sewer and RCC pipes Sewer.
1.1	0 - 1.5M	112	M3	-	-
1.2	Earthwork excavation in soft disintegrated rock not requiring blasting (at all depths) stacking the removed materials as directed by the Engineer(The rate shall include providing red light signal during night etc, and include cost of Preservation of overhead and under ground Electricity cables, Telephone cables, Internet cables,Water distribution pipe lines, Water house service connections, Strom water drains, and other utility lines & drains etc. as directed by the Engineer incharge).For laying SWP Sewer and RCC pipes Sewer.	-	-	-	-
1.3	0 - 1.5M	27	M3	-	-
1.4	1.5 - 2M	12	M3	-	-
1.5	Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift of 2 metres in Meduium rock and Dense medium rock not requiring blasing (at all depths) stacking the removed materials as directed by the Engineer(The rate shall include providing red light signal during night etc , and include cost of preservation, telephone cables, water lines and other utility lines, drains etc. as directed by the Engineer incharge).For laying SWP Sewer and RCC pipes Sewer.	-	-	-	-
1.6	1.5 - 2M	10	M3	-	-
1.7	Road cutting charges for laying Sewer pipes to specfied trench width including cost and conveyance of all labour charges etc., complete as per standard specification and directed by the Engineer in charge.	-	-	-	-
1.8	Cutting BT road	12.9	M3	-	-
1.9	Supplying, laying, jointing, testing Sewer line of 200 mm dia of UPVC non pressure pipe As per IS 15328/2003 ,SN8-SDR 34(S16.5), including cost of jointing materials including end cap and cost of timbering and labour charges etc, complete as per standard specification and directed by the Engineer in charge.	-	-	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.78 MB

Work Item Documents

BOQ_848636.xls

BOQ • 0.28 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork excavation in all kinds of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murum, gravel, stony earth and earth mixed with small size boulders and hard gravelly soil for laying sewer pipes (IS 3764: 1992) for the first depth of 2 m below G.L. excluding refilling disposal of surplus earth, but including dewatering wherever necessary, and as directed by the Engineer in charge, shoring the sides of the trenches to protect the earth from sliding of the trenches to protect the earth from sliding wherever required up to 2.00 m depth and as directed by the Engineer-in-charge.(The rate shall include providing red light signal during night ,Preservation of overhead and under ground Electricity cables, Telephone cables, Internet cables,Water distribution pipe lines, Water house service connections, Strom water drains, and other utility lines & drains etc. as directed by the Engineer in charge).For laying SWP Sewer and RCC pipes Sewer.
1.1	0 - 1.5M	112	M3	-	-
1.2	Earthwork excavation in soft disintegrated rock not requiring blasting (at all depths) stacking the removed materials as directed by the Engineer(The rate shall include providing red light signal during night etc, and include cost of Preservation of overhead and under ground Electricity cables, Telephone cables, Internet cables,Water distribution pipe lines, Water house service connections, Strom water drains, and other utility lines & drains etc. as directed by the Engineer incharge).For laying SWP Sewer and RCC pipes Sewer.	-	-	-	-
1.3	0 - 1.5M	27	M3	-	-
1.4	1.5 - 2M	12	M3	-	-
1.5	Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift of 2 metres in Meduium rock and Dense medium rock not requiring blasing (at all depths) stacking the removed materials as directed by the Engineer(The rate shall include providing red light signal during night etc , and include cost of preservation, telephone cables, water lines and other utility lines, drains etc. as directed by the Engineer incharge).For laying SWP Sewer and RCC pipes Sewer.	-	-	-	-
1.6	1.5 - 2M	10	M3	-	-
1.7	Road cutting charges for laying Sewer pipes to specfied trench width including cost and conveyance of all labour charges etc., complete as per standard specification and directed by the Engineer in charge.	-	-	-	-
1.8	Cutting BT road	12.9	M3	-	-
1.9	Supplying, laying, jointing, testing Sewer line of 200 mm dia of UPVC non pressure pipe As per IS 15328/2003 ,SN8-SDR 34(S16.5), including cost of jointing materials including end cap and cost of timbering and labour charges etc, complete as per standard specification and directed by the Engineer in charge.	-	-	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earthwork excavation in all kinds of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murum, gravel, stony earth and earth mixed with small size boulders and hard gravelly soil for laying sewer pipes (IS 3764: 1992) for the first depth of 2 m below G.L. excluding refilling disposal of surplus earth, but including dewatering wherever necessary, and as directed by the Engineer in charge, shoring the sides of the trenches to protect the earth from sliding of the trenches to protect the earth from sliding wherever required up to 2.00 m depth and as directed by the Engineer-in-charge.(The rate shall include providing red light signal during night ,Preservation of overhead and under ground Electricity cables, Telephone cables, Internet cables,Water distribution pipe lines, Water house service connections, Strom water drains, and other utility lines & drains etc. as directed by the Engineer in charge).For laying SWP Sewer and RCC pipes Sewer.

1.1

0 - 1.5M

112

1.2

Earthwork excavation in soft disintegrated rock not requiring blasting (at all depths) stacking the removed materials as directed by the Engineer(The rate shall include providing red light signal during night etc, and include cost of Preservation of overhead and under ground Electricity cables, Telephone cables, Internet cables,Water distribution pipe lines, Water house service connections, Strom water drains, and other utility lines & drains etc. as directed by the Engineer incharge).For laying SWP Sewer and RCC pipes Sewer.

1.3

0 - 1.5M

1.4

1.5 - 2M

1.5

Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift of 2 metres in Meduium rock and Dense medium rock not requiring blasing (at all depths) stacking the removed materials as directed by the Engineer(The rate shall include providing red light signal during night etc , and include cost of preservation, telephone cables, water lines and other utility lines, drains etc. as directed by the Engineer incharge).For laying SWP Sewer and RCC pipes Sewer.

1.6

1.5 - 2M

1.7

Road cutting charges for laying Sewer pipes to specfied trench width including cost and conveyance of all labour charges etc., complete as per standard specification and directed by the Engineer in charge.

1.8

Cutting BT road

12.9

1.9

Supplying, laying, jointing, testing Sewer line of 200 mm dia of UPVC non pressure pipe As per IS 15328/2003 ,SN8-SDR 34(S16.5), including cost of jointing materials including end cap and cost of timbering and labour charges etc, complete as per standard specification and directed by the Engineer in charge.