Kerala

To Be Opened

Works

Civil Works - Roads

Parambil Chaliyapadam Road

Local Self Government Department

KADALUNDI | Kozhikode, Kerala

Amount: ₹3.4 LCloses: 7 Sept 2026Closed

Timeline

Published31 Aug 2026
Closed7 Sept 2026
Bid Opening9 Sept 2026

Tender Value

₹3.4 L

EMD Value

₹8,426

Closing Date

7 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Address

LID AND EW SECTION

Work Description

Parambil Chaliyapadam Road Pro285/26

Tender Information

Tender ID

2026_LSGD_866918_1

Reference Number

AE/LSGD/T/2

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

KADALUNDI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredPRELIMINARY AGREEMENT (AVAILABLE IN CHAPTER 6 OF SBD) (.pdf)

RequiredTENDER FORM(AVAILABLE IN CHAPTER 6 OF SBD) (.pdf)

RequiredEPAYMENT(AVAILABLE IN CHAPTER 6 OF SBD) (.pdf)

RequiredAFFIDAVIT(AVAILABLE IN CHAPTER 6 OF SBD) (.pdf)

RequiredIPACT (AVAILABLE IN CHAPTER 6 OF SBD) (.pdf)

RequiredBOQ (.xls)

RequiredGST (.pdf)

RequiredLICENSE (.pdf)

RequiredAADHAR (.pdf)

Fee & Financial Details

Tender Fee Amount

₹745

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,426

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

31 Aug 2026

Published

31 Aug 2026

Bid Opening

9 Sept 2026

Download Starts

31 Aug 2026

Download Ends

7 Sept 2026

Submission Starts

31 Aug 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RAOD MAINATANCE
1.001	3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.	-	sqm	46.86	-
1.002	OD133794/2026-2027: Providing and laying factory made chamfered edge Cement Concrete paver blocks 80 mm thick M 30 grade in Road/footpath etc, of required strength,thickness &amp; size/ shape, made by table vibratory method using PU mould, laid inrequired colour &amp;amp; pattern over 50mm thick compacted bed of 6 mm metal, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of approved color design and pattern	-	sqm	1,188.27	-
1.003	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)	-	cum	8,438.18	-
1.004	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	1	cum	2,283.3	₹2,281.02

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

BOQ_1467781.xls

BOQ • 0.23 MB

viewsbd.pdf

Tender Documents • 1.66 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RAOD MAINATANCE
1.001	3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.	-	sqm	46.86	-
1.002	OD133794/2026-2027: Providing and laying factory made chamfered edge Cement Concrete paver blocks 80 mm thick M 30 grade in Road/footpath etc, of required strength,thickness &amp; size/ shape, made by table vibratory method using PU mould, laid inrequired colour &amp;amp; pattern over 50mm thick compacted bed of 6 mm metal, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of approved color design and pattern	-	sqm	1,188.27	-
1.003	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)	-	cum	8,438.18	-
1.004	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	1	cum	2,283.3	₹2,281.02

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RAOD MAINATANCE

1.001

3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

sqm

46.86

1.002

OD133794/2026-2027: Providing and laying factory made chamfered edge Cement Concrete paver blocks 80 mm thick M 30 grade in Road/footpath etc, of required strength,thickness &amp; size/ shape, made by table vibratory method using PU mould, laid inrequired colour &amp;amp; pattern over 50mm thick compacted bed of 6 mm metal, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of approved color design and pattern

sqm

1,188.27

1.003

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)

cum

8,438.18

1.004

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

cum

2,283.3

₹2,281.02