Kerala

To Be Opened

Works

Civil Works - Roads

Kolkkadu UPS Paruthi Road Rennovation Ward 15 in vettikkavala GP P NO 83/27

Local Self Government Department

Vettikkavala GP | Kollam, Kerala

Amount: ₹4.2 LCloses: 13 Oct 202612 Oct 2026Closed

Timeline

Published3 Oct 2026
Closed13 Oct 202612 Oct 2026
Bid Opening14 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 12 Oct 2026Submission Ends:12 Oct 202613 Oct 2026

Date changes

Download Ends12 Oct 202613 Oct 2026Submission Ends12 Oct 202613 Oct 2026

Tender Value

₹4.2 L

EMD Value

₹10,519

Closing Date

13 Oct 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant engineer

Address

Assistant engineer Vettikkavala GP

Work Description

Kolkkadu UPS Paruthi Road Rennovation Ward 15 in vettikkavala GP P NO 83/27

Tender Information

Tender ID

2026_LSGD_875789_7

Reference Number

01A/AE/LIDEW/VTK/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Vettikkavala GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredAFFI (.pdf)

RequiredBOQ (.xls)

RequiredEPAY (.pdf)

RequiredFOT (.pdf)

RequiredFIP (.pdf)

RequiredPA (.pdf)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹930

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,519

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

13 Oct 2026

Published

3 Oct 2026

Bid Opening

14 Oct 2026

Download Starts

3 Oct 2026

Download Ends

13 Oct 2026

Submission Starts

3 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintanance
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	237.6	sqm	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	23.76	cum	-	-
1.003	OD173879/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge	237.6	1 sqm	-	-
1.004	OD173878/2026-2027:Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.	43.2	sqm	-	-
1.005	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	7.37	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Work Item Documents

FIP.pdf

Tender Documents • 0.23 MB

FOT.pdf

Tender Documents • 0.24 MB

PA.pdf

Tender Documents • 0.25 MB

BOQ_1487013.xls

BOQ • 0.30 MB

AFFI.pdf

Tender Documents • 0.23 MB

EPAY.pdf

Tender Documents • 0.23 MB

SBD83.pdf

Tender Documents • 2.00 MB

Corrigendum Documents

Dateextended.pdf

PDF • 0.14 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintanance
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	237.6	sqm	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	23.76	cum	-	-
1.003	OD173879/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge	237.6	1 sqm	-	-
1.004	OD173878/2026-2027:Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.	43.2	sqm	-	-
1.005	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	7.37	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road maintanance

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

237.6

sqm

1.002

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

23.76

cum

1.003

OD173879/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge

237.6

1 sqm

1.004

OD173878/2026-2027:Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

43.2

sqm

1.005

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

7.37

cum