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EZHOME GP Pro.No 243-2026-27-NARIKKOD PANCHARAKKULAM CHUDALAMUKKU ROAD MAINTENANCE

Local Self Government Department

O/O ASSISTANT ENGINEER EZHOME GP | Kannur, Kerala

Amount: ₹6.4 LCloses: 23 Oct 20265d left

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Timeline

Published16 Oct 2026
Closes23 Oct 2026
Bid Opening26 Oct 2026

Tender Value

₹6.4 L

EMD Value

₹15,876

Closing Date

23 Oct 2026, 6:00 pm5d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

O/O ASSISTANT ENGINEER EZHOME GP

Work Description

EZHOME GP Pro.No 243-2026-27-NARIKKOD PANCHARAKKULAM CHUDALAMUKKU ROAD MAINTENANCE

Tender Information

Tender ID

2026_LSGD_879555_5

Reference Number

ET09(2)IR/2026/AE/LID EW/EZM

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Location

O/O ASSISTANT ENGINEER EZHOME GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredEPAY DETAILS (.pdf)

RequiredIPACT (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredCONTRACTORS LICENSE, GST, PAN COPY (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredAFFIDAVIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,405

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹15,876

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 Oct 2026

Published

16 Oct 2026

Bid Opening

26 Oct 2026

Download Starts

16 Oct 2026

Download Ends

23 Oct 2026

Submission Starts

16 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Drainage
1.001	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.	112.92	cum	-	-
1.002	3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.	11.9	cum	-	-
1.003	OD106974/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	16.31	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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	46.35	cum	-	-
1.005	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	5.22	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.49	tonne	-	-
1.007	4.1.A.2: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. (ii) For Grading II Material	0.84	cum	-	-
1.008	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)	1.26	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Tendernotice_2.pdf

PDF • 0.03 MB

Tendernotice_3.pdf

PDF • 0.19 MB

Work Item Documents

AFFIDAVIT.pdf

Tender Documents • 0.23 MB

SBD.pdf

Tender Documents • 1.91 MB

TENDERFORM.pdf

Tender Documents • 0.24 MB

preliminaryagreement.pdf

Tender Documents • 0.11 MB

BOQ_1497059.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Drainage
1.001	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.	112.92	cum	-	-
1.002	3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.	11.9	cum	-	-
1.003	OD106974/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	16.31	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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	46.35	cum	-	-
1.005	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20	5.22	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.49	tonne	-	-
1.007	4.1.A.2: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. (ii) For Grading II Material	0.84	cum	-	-
1.008	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)	1.26	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Drainage

1.001

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.

112.92

cum

1.002

3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.

11.9

cum

1.003

OD106974/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

16.31

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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

46.35

cum

1.005

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

5.22

cum

1.006

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.49

tonne

1.007

4.1.A.2: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. (ii) For Grading II Material

0.84

cum

1.008

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)

1.26

cum