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Nagercoil Corporation Construction of Ramp in Veerakulam in Aloor(A Village of Kalkulam Taluk in ward no.1

MAWS

Nagercoil Corporation Construction of Ramp in Veer | 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

₹7,200

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 Construction of Ramp in Veerakulam in Aloor(A Village of Kalkulam Taluk in ward no.1

Tender Information

Tender ID

2026_MAWS_713370_1

Reference Number

221/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Location

Nagercoil Corporation Construction of Ramp in Veer

Source Website

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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

₹7,200

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 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of Ramp
1.01	Clearing scrub Jungle etc., complete complying with standard specification and as directed by the departmental officers	30	m2	-	-
1.02	Earth work excavating and depositing on bank with an initial lead of 10 m and initial lift of 2 m in sand , silt or other loose soil , wet sand or silt not under water , light black cotton soil , sandy loam and ordinary soil including excavated earth SS 20 B complying with standard specification as directed by the departmental officers.	95	m3	-	-
1.03	Earth work excavating and depositing on bank with initial lead of 10M and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders for Foundation.	26	m3	-	-
1.04	Providing and placing Plain Cement Concrete M10 grade using crusher broken hard coarse aggregate (well graded) of nominal maximum size of 40mm and downgraded to I.S specified grading using crushed stone sand(m-sand) (To achieve the specified characteristic strength of 10N/mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by baling / pumping and diverting wherever necessary, placing concrete in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete complying with standard specification and as directed by the Departmental Officers. (without vibration)	25	m3	-	-
1.05	Supplying and erecting water tight steel centering for sides and soffits including necessary supports and strutting upto 3.29 m hight for plain surfaces such as R.C.C.slabs, vertical slabs, side slabs of R.C.C. works with all cross bracings using mild steel B.G.10 gauge sheets of size 90cm x 60cm stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over silver oak (country wood) joists of size 10cm x6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed by the departmental officers. (The retrieved materials should be taken back by the contractor). The payment should be made after the concrete is laid. (a)With out Shuttering	24	m2	-	-
1.06	(b)With Shuttering Up to 3.29 M Height	82	m2	-	-
1.07	Providing and placing in position Plain Cement concrete of mix M-15 Graded mix using broken hardgranite coarse aggregate (well graded) 60% of 40 mm size metal and 40% of maximum size of 20mm and down graded to I.S. specified grading using crushed stone sand(m-sand) (to achieve the specified characteristic strength of 15N/mm² in 28 days ) and mixing the ingredients in approved mixture including dewtering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, watering, curing, finishing this surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specifications etc., complete complying with standard specification and as directed by the Engineer in charge of work	48	m3	-	-
1.08	Providing and placing in position Plain Cement concrete of mix M-15 Graded mix using broken hardgranite coarse aggregate (well graded) of nominal maximum size of 20mm and down graded to I.S. specified grading using crushed stone sand(m-sand) (to achieve the specified characteristic strength of 15N/mm² in 28 days ) and mixing the ingredients in approved mixture including dewtering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, watering, curing, finishing this surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specifications etc., complete complying with standard specification and as directed by the Engineer in charge of work	4.7	m3	-	-

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 • 0.72 MB

Work Item Documents

BOQ_856985.xls

BOQ • 0.47 MB

221_Bid_Doc.pdf

Tender Documents • 1.11 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of Ramp
1.01	Clearing scrub Jungle etc., complete complying with standard specification and as directed by the departmental officers	30	m2	-	-
1.02	Earth work excavating and depositing on bank with an initial lead of 10 m and initial lift of 2 m in sand , silt or other loose soil , wet sand or silt not under water , light black cotton soil , sandy loam and ordinary soil including excavated earth SS 20 B complying with standard specification as directed by the departmental officers.	95	m3	-	-
1.03	Earth work excavating and depositing on bank with initial lead of 10M and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders for Foundation.	26	m3	-	-
1.04	Providing and placing Plain Cement Concrete M10 grade using crusher broken hard coarse aggregate (well graded) of nominal maximum size of 40mm and downgraded to I.S specified grading using crushed stone sand(m-sand) (To achieve the specified characteristic strength of 10N/mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by baling / pumping and diverting wherever necessary, placing concrete in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete complying with standard specification and as directed by the Departmental Officers. (without vibration)	25	m3	-	-
1.05	Supplying and erecting water tight steel centering for sides and soffits including necessary supports and strutting upto 3.29 m hight for plain surfaces such as R.C.C.slabs, vertical slabs, side slabs of R.C.C. works with all cross bracings using mild steel B.G.10 gauge sheets of size 90cm x 60cm stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over silver oak (country wood) joists of size 10cm x6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed by the departmental officers. (The retrieved materials should be taken back by the contractor). The payment should be made after the concrete is laid. (a)With out Shuttering	24	m2	-	-
1.06	(b)With Shuttering Up to 3.29 M Height	82	m2	-	-
1.07	Providing and placing in position Plain Cement concrete of mix M-15 Graded mix using broken hardgranite coarse aggregate (well graded) 60% of 40 mm size metal and 40% of maximum size of 20mm and down graded to I.S. specified grading using crushed stone sand(m-sand) (to achieve the specified characteristic strength of 15N/mm² in 28 days ) and mixing the ingredients in approved mixture including dewtering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, watering, curing, finishing this surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specifications etc., complete complying with standard specification and as directed by the Engineer in charge of work	48	m3	-	-
1.08	Providing and placing in position Plain Cement concrete of mix M-15 Graded mix using broken hardgranite coarse aggregate (well graded) of nominal maximum size of 20mm and down graded to I.S. specified grading using crushed stone sand(m-sand) (to achieve the specified characteristic strength of 15N/mm² in 28 days ) and mixing the ingredients in approved mixture including dewtering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, watering, curing, finishing this surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specifications etc., complete complying with standard specification and as directed by the Engineer in charge of work	4.7	m3	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of Ramp

1.01

Clearing scrub Jungle etc., complete complying with standard specification and as directed by the departmental officers

1.02

Earth work excavating and depositing on bank with an initial lead of 10 m and initial lift of 2 m in sand , silt or other loose soil , wet sand or silt not under water , light black cotton soil , sandy loam and ordinary soil including excavated earth SS 20 B complying with standard specification as directed by the departmental officers.

1.03

Earth work excavating and depositing on bank with initial lead of 10M and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders for Foundation.

1.04

Providing and placing Plain Cement Concrete M10 grade using crusher broken hard coarse aggregate (well graded) of nominal maximum size of 40mm and downgraded to I.S specified grading using crushed stone sand(m-sand) (To achieve the specified characteristic strength of 10N/mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by baling / pumping and diverting wherever necessary, placing concrete in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete complying with standard specification and as directed by the Departmental Officers. (without vibration)

1.05

Supplying and erecting water tight steel centering for sides and soffits including necessary supports and strutting upto 3.29 m hight for plain surfaces such as R.C.C.slabs, vertical slabs, side slabs of R.C.C. works with all cross bracings using mild steel B.G.10 gauge sheets of size 90cm x 60cm stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over silver oak (country wood) joists of size 10cm x6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed by the departmental officers. (The retrieved materials should be taken back by the contractor). The payment should be made after the concrete is laid. (a)With out Shuttering

1.06

(b)With Shuttering Up to 3.29 M Height

1.07

Providing and placing in position Plain Cement concrete of mix M-15 Graded mix using broken hardgranite coarse aggregate (well graded) 60% of 40 mm size metal and 40% of maximum size of 20mm and down graded to I.S. specified grading using crushed stone sand(m-sand) (to achieve the specified characteristic strength of 15N/mm² in 28 days ) and mixing the ingredients in approved mixture including dewtering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, watering, curing, finishing this surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specifications etc., complete complying with standard specification and as directed by the Engineer in charge of work

1.08

Providing and placing in position Plain Cement concrete of mix M-15 Graded mix using broken hardgranite coarse aggregate (well graded) of nominal maximum size of 20mm and down graded to I.S. specified grading using crushed stone sand(m-sand) (to achieve the specified characteristic strength of 15N/mm² in 28 days ) and mixing the ingredients in approved mixture including dewtering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, watering, curing, finishing this surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specifications etc., complete complying with standard specification and as directed by the Engineer in charge of work

4.7