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Nagercoil Corporation Maintenance of storm water drain at Nadu kattu esakki amman kovil road in ward no.17

MAWS

Nagercoil Corporation Maintenance of storm water d | Kanniyakumari, Tamil Nadu

Amount: Refer DocsCloses: 28 Oct 2026

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Timeline

Published12 Oct 2026
Closes28 Oct 2026
Bid Opening28 Oct 2026

Tender Value

Refer Docs

EMD Value

₹1,600

Closing Date

28 Oct 2026, 11:00 am

Tender Inviting Organisation

Name

Commissioner Nagercoil City Municipal Corporation

Address

City Municipal Corporation Office Nagercoil 629001 Ph.No. 04652230984

Work Description

Nagercoil Corporation Maintenance of storm water drain at Nadu kattu esakki amman kovil road in ward no.17

Tender Information

Tender ID

2026_MAWS_713019_1

Reference Number

174/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Location

Nagercoil Corporation Maintenance of storm water d

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Registered Contractor

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredScanned copy Tender Deposit (EMD) (.pdf)

RequiredScanned Copy of Qualification Document (.pdf)

RequiredSigned Copy of Bid Document (.pdf)

Finance

RequiredFinancial bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1,600

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

28 Oct 2026

Download Starts

12 Oct 2026

Download Ends

28 Oct 2026

Submission Starts

12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance of storm water drain
1.01	Earth work open excavation by manual means 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental ofﬁcers and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as direct-ed by the departmental ofﬁcers.	24	m3	-	-
1.02	Cement Concrete 1:4:8 (One Cement, Three crushed stone sand and eight broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental ofﬁcers. ( Dummy columns should be at least 1 metre height)	5	m3	-	-
1.03	Providing steel centering for sides and soffits including supports and strutting upto 1:10/1:20 up to 3.29m height for plain surfaces such as RCC slabs, rectangular beams, Tee beams, bed blocks, Culvert body walls, deck slabs, retaining walls, staircase, Landing slab, landing beams, canopy etc., wood) joists of size 10cmx 6.5cm spaced at 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 15cm c/c including cost of nails, ropes, all labour charges and incidental charges etc. complete complying with standard specification.(TNBP Spl. No.154 A)	44	m2	-	-
1.04	Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost ofcentering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental ofﬁcers. ( Dummy columns should be at least 1 metre height) -Mixing by manual means	10	m3	-	-
1.05	Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)	22	m2	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.79 MB

Work Item Documents

BOQ_856474.xls

BOQ • 0.35 MB

174-Bid-doc.pdf

Tender Documents • 1.10 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance of storm water drain
1.01	Earth work open excavation by manual means 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental ofﬁcers and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as direct-ed by the departmental ofﬁcers.	24	m3	-	-
1.02	Cement Concrete 1:4:8 (One Cement, Three crushed stone sand and eight broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental ofﬁcers. ( Dummy columns should be at least 1 metre height)	5	m3	-	-
1.03	Providing steel centering for sides and soffits including supports and strutting upto 1:10/1:20 up to 3.29m height for plain surfaces such as RCC slabs, rectangular beams, Tee beams, bed blocks, Culvert body walls, deck slabs, retaining walls, staircase, Landing slab, landing beams, canopy etc., wood) joists of size 10cmx 6.5cm spaced at 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 15cm c/c including cost of nails, ropes, all labour charges and incidental charges etc. complete complying with standard specification.(TNBP Spl. No.154 A)	44	m2	-	-
1.04	Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost ofcentering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental ofﬁcers. ( Dummy columns should be at least 1 metre height) -Mixing by manual means	10	m3	-	-
1.05	Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)	22	m2	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Maintenance of storm water drain

1.01

Earth work open excavation by manual means 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental ofﬁcers and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as direct-ed by the departmental ofﬁcers.

1.02

Cement Concrete 1:4:8 (One Cement, Three crushed stone sand and eight broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental ofﬁcers. ( Dummy columns should be at least 1 metre height)

1.03

Providing steel centering for sides and soffits including supports and strutting upto 1:10/1:20 up to 3.29m height for plain surfaces such as RCC slabs, rectangular beams, Tee beams, bed blocks, Culvert body walls, deck slabs, retaining walls, staircase, Landing slab, landing beams, canopy etc., wood) joists of size 10cmx 6.5cm spaced at 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 15cm c/c including cost of nails, ropes, all labour charges and incidental charges etc. complete complying with standard specification.(TNBP Spl. No.154 A)

1.04

Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost ofcentering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental ofﬁcers. ( Dummy columns should be at least 1 metre height) -Mixing by manual means

1.05

Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)