Kerala

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Civil Works - Roads

Inter locking work to Kolekkara metta Anzar palli Road - Division 25-Project.No.223/25-26

Local Self Government Department

ELAYAVOOR ZONAL | Kannur, Kerala

Amount: ₹2.5 LCloses: 7 Oct 2026Closed

Timeline

Published30 Sept 2026
Closed7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹2.5 L

EMD Value

₹6,162

Closing Date

7 Oct 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

SMITHA T V

Address

Assistant Engineer, Elayavoor Zonal, Kannur Muncipal Corporation

Work Description

Inter locking work to Kolekkara metta Anzar palli Road - Division 25-Project.No.223/25-26

Tender Information

Tender ID

2026_LSGD_874939_10

Reference Number

E1 2412506/2024 Dt.30/09/2026 (T5)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

ELAYAVOOR ZONAL

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredE - PAYMENT FORM (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,162

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 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTERLOCKING
1.001	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	47.19	cum	-	-
1.002	4.1.A.1: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. <br> (i) For Grading I Material	15.73	cum	-	-
1.003	OD361501/2025-2026:Providing and laying of interlocking concrete block pavement using 80mm M40 hydraulic block of approved size, design and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc. all complete as per the direction of engineers in charge	157.3	sqm	-	-
1.004	75.8.1.1: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)	3.51	cum	-	-
1.005	10.1.2:Printing New Letters and Figures of any Shade<br> Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 <br>English and Roman	400	cm	-	-
1.006	OD361544/2025-2026:Supplying and fitting nameboard of size 75x45cm made with gi plain sheet 1.25 mm thick (class III) fitted with 35x35x5mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2nos 40mm gi pipe vertically 1.5m above from ground level and fitting in cement concrete 1:2:4 40x40x40 cm including cost and conveyance of all materials and labour charges fabricating etc complete	1	each	-	-
1.007	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	3.51	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.97 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

BOQ_1485661.xls

BOQ • 0.30 MB

agree.pdf

Tender Documents • 0.25 MB

affida.pdf

Tender Documents • 0.23 MB

form.pdf

Tender Documents • 0.24 MB

sbd.pdf

Tender Documents • 1.65 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTERLOCKING
1.001	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	47.19	cum	-	-
1.002	4.1.A.1: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. <br> (i) For Grading I Material	15.73	cum	-	-
1.003	OD361501/2025-2026:Providing and laying of interlocking concrete block pavement using 80mm M40 hydraulic block of approved size, design and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc. all complete as per the direction of engineers in charge	157.3	sqm	-	-
1.004	75.8.1.1: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)	3.51	cum	-	-
1.005	10.1.2:Printing New Letters and Figures of any Shade<br> Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 <br>English and Roman	400	cm	-	-
1.006	OD361544/2025-2026:Supplying and fitting nameboard of size 75x45cm made with gi plain sheet 1.25 mm thick (class III) fitted with 35x35x5mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2nos 40mm gi pipe vertically 1.5m above from ground level and fitting in cement concrete 1:2:4 40x40x40 cm including cost and conveyance of all materials and labour charges fabricating etc complete	1	each	-	-
1.007	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	3.51	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1INTERLOCKING

1.001

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

47.19

cum

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

15.73

cum

1.003

OD361501/2025-2026:Providing and laying of interlocking concrete block pavement using 80mm M40 hydraulic block of approved size, design and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc. all complete as per the direction of engineers in charge

157.3

sqm

1.004

75.8.1.1: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)

3.51

cum

1.005

10.1.2:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 English and Roman

400

1.006

OD361544/2025-2026:Supplying and fitting nameboard of size 75x45cm made with gi plain sheet 1.25 mm thick (class III) fitted with 35x35x5mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2nos 40mm gi pipe vertically 1.5m above from ground level and fitting in cement concrete 1:2:4 40x40x40 cm including cost and conveyance of all materials and labour charges fabricating etc complete

each

1.007

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

3.51

cum