Kerala

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Works

Civil Works - Roads

Abdul Kalam footpath concreting -Pump house to Bijus house division 29-Proj No.1646/26

Local Self Government Department

ELAYAVOOR ZONAL | Kannur, Kerala

Amount: ₹2.5 LCloses: 11 Aug 2026Closed

Timeline

Published4 Aug 2026
Closed11 Aug 2026
Bid Opening13 Aug 2026

Tender Value

₹2.5 L

EMD Value

₹6,214

Closing Date

11 Aug 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

SMITHA T V

Address

Assistant Engineer, Elayavoor Zonal, Kannur Muncipal Corporation

Work Description

Abdul Kalam footpath concreting -Pump house to Bijus house division 29-Proj No.1646/26

Tender Information

Tender ID

2026_LSGD_864067_2

Reference Number

E1 2412506/2024 Dt.04/08/2026 (T3)

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

₹6,214

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Aug 2026

Published

4 Aug 2026

Bid Opening

13 Aug 2026

Download Starts

4 Aug 2026

Download Ends

11 Aug 2026

Submission Starts

4 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road concreting
1.001	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	-	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	-	cum	-	-
1.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	-	-
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)	1	cum	-	-
1.005	OD380401/2025-2026:Supplying and fixing Name Board of size 75 cm x 45 cm made with G I plan sheets 1.25 mm thick (class IIII) fitted with 35x35x5 mm MS angle 2Nos. horizontally and 3nos vertically to make a frame for strengthening the G I sheet , fitted 2 nos. 40 mm GI pipe vertically 1.50 mtr above from ground level and fixing in cement concrete 1:2:4 , 40cmx40cmx40cm. including cost and conveyance of all materials all labour charges , fabricating etc complete.	-	each	-	-
1.006	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	-	cm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.46 MB

Tendernotice_2.pdf

PDF • 0.24 MB

Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

affida.pdf

Tender Documents • 0.23 MB

BOQ_1461980.xls

BOQ • 0.30 MB

agree.pdf

Tender Documents • 0.25 MB

sbd.pdf

Tender Documents • 1.80 MB

form.pdf

Tender Documents • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road concreting
1.001	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	-	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	-	cum	-	-
1.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	-	-
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)	1	cum	-	-
1.005	OD380401/2025-2026:Supplying and fixing Name Board of size 75 cm x 45 cm made with G I plan sheets 1.25 mm thick (class IIII) fitted with 35x35x5 mm MS angle 2Nos. horizontally and 3nos vertically to make a frame for strengthening the G I sheet , fitted 2 nos. 40 mm GI pipe vertically 1.50 mtr above from ground level and fixing in cement concrete 1:2:4 , 40cmx40cmx40cm. including cost and conveyance of all materials all labour charges , fabricating etc complete.	-	each	-	-
1.006	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	-	cm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road concreting

1.001

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

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

cum

1.003

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

cum

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)

cum

1.005

OD380401/2025-2026:Supplying and fixing Name Board of size 75 cm x 45 cm made with G I plan sheets 1.25 mm thick (class IIII) fitted with 35x35x5 mm MS angle 2Nos. horizontally and 3nos vertically to make a frame for strengthening the G I sheet , fitted 2 nos. 40 mm GI pipe vertically 1.50 mtr above from ground level and fixing in cement concrete 1:2:4 , 40cmx40cmx40cm. including cost and conveyance of all materials all labour charges , fabricating etc complete.

each

1.006

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