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Civil Works - Roads

Annual Plan-KARAVALOOR GP- 236/2026-27-RENOVATION OF VAZHAVILA KADUVAMUZHANGI ROAD IN WARD-1-

Local Self Government Department

KARAVALOOR | Kollam, Kerala

Amount: ₹7.2 LCloses: 7 Oct 20266d left

Timeline

Published30 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹7.2 L

EMD Value

₹18,004

Closing Date

7 Oct 2026, 5:00 pm6d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant engineer, LID EW SECTION, KARAVALOOR

Work Description

ROAD WORK

Tender Information

Tender ID

2026_LSGD_874364_7

Reference Number

05/AE/LIDEW/KVR/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

KARAVALOOR

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredSelf attested Copy of the bidders valid registration certificate in Kerala PWD (.pdf)

RequiredSelf attested Copy of the bidders valid registration certificate in GST (.pdf)

RequiredCopy of remittance towards bid submission fee and Bid Security (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate (.pdf)

RequiredDuly filled and signed copy of Affidavit (.pdf)

RequiredStandard Bid Document (SBD) (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form (.pdf)

RequiredDuly filled and signed copy of preliminary agreement (.pdf)

RequiredBill of Quantities (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,590

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹18,004

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

30 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

30 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTER LOCK
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	471.6	sqm	-	-
1.002	4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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. (ii) For Grading II Material	47.16	cum	-	-
1.003	OD162892/2026-2027:Interlocking concrete block payment K Providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawings and technical specification clause 1504	471.6	per sqm	-	-
1.004	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)	2.2	cum	-	-

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

MER.pdf

Tender Documents • 1.01 MB

viewsbd.pdf

Tender Documents • 1.63 MB

BOQ_1485061.xls

BOQ • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTER LOCK
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	471.6	sqm	-	-
1.002	4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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. (ii) For Grading II Material	47.16	cum	-	-
1.003	OD162892/2026-2027:Interlocking concrete block payment K Providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawings and technical specification clause 1504	471.6	per sqm	-	-
1.004	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)	2.2	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1INTER LOCK

1.001

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.

471.6

sqm

1.002

4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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. (ii) For Grading II Material

47.16

cum

1.003

OD162892/2026-2027:Interlocking concrete block payment K Providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawings and technical specification clause 1504

471.6

per sqm

1.004

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)

2.2

cum