Kerala

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Civil Works - Roads

MLA - ADS - Edavanakkad Grama Panchayath - Construction of Kolothadath link road

District Nirmithikendra Ernakulam

Edavanakkad | Ernakulam, Kerala

Amount: ₹19.7 LCloses: 1 Jul 2026Closed

Timeline

Published24 Jun 2026
Closed1 Jul 2026
Bid Opening2 Jul 2026

Tender Value

₹19.7 L

EMD Value

₹49,150

Closing Date

1 Jul 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

Project Manager

Address

Disrict Nirmithi Kendra, Ernakulam

Work Description

The work includes e arth cutting for the surface,ring bund,Bailing out of water, Installation of coconut piles,preparation of surface using GSB, supplying and laying of paver blocks

Tender Information

Tender ID

2026_DNKEK_853113_3

Reference Number

EDNK/67/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Edavanakkad

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredDuly signed and scanned copy of conditions of contract (.pdf)

RequiredBill of quantities (.xls)

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

RequiredCopy of PAN (.pdf)

RequiredCopy of GST registration (.pdf)

RequiredCopy of PWD license (.pdf)

RequiredE-payment details (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,950

EMD Fee Amount

₹49,150

Important Dates

Last Activity

24 Jun 2026

Published

24 Jun 2026

Bid Opening

2 Jul 2026

Download Starts

24 Jun 2026

Download Ends

1 Jul 2026

Submission Starts

24 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road side protection wall
1.01	Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	81	m3	441.5	₹35,761.5
1.02	RING BUND Type II Putting up ring bund with earth filled gunny bags of top width	-	m	1,229.54	-
1.03	Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set	-	hrs	420.5	-
1.04	Coconut Pile - Supplying and stacking well matured straight coconut post for driving	96	m	144.22	₹13,845.12
1.05	Coconut Pile - Driving down coconut pile to lines and levels through various strata	96	m	1,347.72	₹1,29,381.12
1.06	Cutting and removing excess length of wooden pile to lines and levels and removing cut end of pile and stacking within 150m	32	Each	236.07	₹7,554.24
1.07	DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	194.63	m3	6,847.77	₹13,32,747.24
1.08	Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	m3	9,554.21	-
1.09	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.	-	m3	2,484.07	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.26 MB

Work Item Documents

ConditionsofContract.pdf

Tender Documents • 0.92 MB

generalconditions.pdf

Tender Documents • 0.77 MB

Workprogrammeschedule.pdf

Tender Documents • 0.15 MB

PreliminaryAgrement.pdf

Tender Documents • 0.73 MB

BOQ_1449425.xls

BOQ • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road side protection wall
1.01	Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	81	m3	441.5	₹35,761.5
1.02	RING BUND Type II Putting up ring bund with earth filled gunny bags of top width	-	m	1,229.54	-
1.03	Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set	-	hrs	420.5	-
1.04	Coconut Pile - Supplying and stacking well matured straight coconut post for driving	96	m	144.22	₹13,845.12
1.05	Coconut Pile - Driving down coconut pile to lines and levels through various strata	96	m	1,347.72	₹1,29,381.12
1.06	Cutting and removing excess length of wooden pile to lines and levels and removing cut end of pile and stacking within 150m	32	Each	236.07	₹7,554.24
1.07	DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	194.63	m3	6,847.77	₹13,32,747.24
1.08	Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	m3	9,554.21	-
1.09	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.	-	m3	2,484.07	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road side protection wall

1.01

Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

441.5

₹35,761.5

1.02

RING BUND Type II Putting up ring bund with earth filled gunny bags of top width

1,229.54

1.03

Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set

hrs

420.5

1.04

Coconut Pile - Supplying and stacking well matured straight coconut post for driving

144.22

₹13,845.12

1.05

Coconut Pile - Driving down coconut pile to lines and levels through various strata

1,347.72

₹1,29,381.12

1.06

Cutting and removing excess length of wooden pile to lines and levels and removing cut end of pile and stacking within 150m

Each

236.07

₹7,554.24

1.07

DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

194.63

6,847.77

₹13,32,747.24

1.08

Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

9,554.21

1.09

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.

2,484.07