Kerala

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Works

Civil Works - Roads

Rajeev Gandhi Footpath concrete division 29(From Police Nagar Road to Sreejiths House)-Project No.1648/26

Local Self Government Department

ELAYAVOOR ZONAL | Kannur, Kerala

Amount: ₹2.3 LCloses: 7 Oct 2026Closed

Timeline

Published30 Sept 2026
Closed7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹2.3 L

EMD Value

₹5,822

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

Rajeev Gandhi Footpath concrete division 29(From Police Nagar Road to Sreejiths House)-Project No.1648/26

Tender Information

Tender ID

2026_LSGD_874939_5

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

₹5,822

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
1Footpath concreting
1.001	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	4.85	cum	-	-
1.002	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.	34.14	cum	-	-
1.003	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	10.62	cum	-	-
1.004	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	4.85	cum	-	-
1.005	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)	17.07	cum	-	-
1.006	OD380193/2025-2026: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.	1	each	-	-
1.007	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	cm	-	-

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_1485424.xls

BOQ • 0.30 MB

agree.pdf

Tender Documents • 0.25 MB

affida.pdf

Tender Documents • 0.23 MB

form.pdf

Tender Documents • 0.25 MB

sbd.pdf

Tender Documents • 1.73 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Footpath concreting
1.001	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	4.85	cum	-	-
1.002	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.	34.14	cum	-	-
1.003	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	10.62	cum	-	-
1.004	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	4.85	cum	-	-
1.005	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)	17.07	cum	-	-
1.006	OD380193/2025-2026: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.	1	each	-	-
1.007	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	cm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Footpath concreting

1.001

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

4.85

cum

1.002

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.

34.14

cum

1.003

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

10.62

cum

1.004

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)

4.85

cum

1.005

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)

17.07

cum

1.006

OD380193/2025-2026: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

1.007

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