Kerala

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Works

Civil Works - Roads

PROJ.NO.14/26-27 IDACHIRA PULIKKATHARA ROAD

Local Self Government Department

KADALUNDY | Kozhikode, Kerala

Amount: ₹2.1 LCloses: 21 Oct 20262d left

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Timeline

Published14 Oct 2026
Closes21 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹2.1 L

EMD Value

₹5,294

Closing Date

21 Oct 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

LID AND EW SECTION

Work Description

WORK

Tender Information

Tender ID

2026_LSGD_879557_1

Reference Number

AE/LSGD/T/4/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

KADALUNDY

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredPRELIMINARY AGREEMENT (available in chapter 6 of SBD) (.pdf)

RequiredTENDER FORM (available in chapter 6 of SBD) (.pdf)

RequiredEPAYMENT (available in chapter 6 of SBD) (.pdf)

RequiredAFFIDAVIT (available in chapter 6 of SBD) (.pdf)

RequiredIPACT (available in chapter 6 of SBD) (.pdf)

RequiredBOQ (.xls)

RequiredGST,AADHAR (.pdf)

RequiredPANCARD,LICENSE , REGISTRATION CERTIFICATE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,294

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

14 Oct 2026

Download Ends

21 Oct 2026

Submission Starts

14 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1DETAILED ESTIMATE
1.001	OD199817/2026-2027:Earthwork excavation by mechanical means(Hydraulic excavator)/Manual means in foundation trenches, Structures, and drains including dressing of sides and ramming of bottoms, lift up to 1.50 m, including getting out the soil and disposal of surplus excavated soil as directed, within a lead of 50m-all kinds of soil	13.4	cum	344.22	₹4,611.86
1.002	4.11.2: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.	13.4	cum	2,283.3	₹30,591.65
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)	20.1	cum	8,784.48	₹1,76,541.69

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1495364.xls

BOQ • 0.23 MB

viewsbd.pdf

Tender Documents • 1.64 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1DETAILED ESTIMATE
1.001	OD199817/2026-2027:Earthwork excavation by mechanical means(Hydraulic excavator)/Manual means in foundation trenches, Structures, and drains including dressing of sides and ramming of bottoms, lift up to 1.50 m, including getting out the soil and disposal of surplus excavated soil as directed, within a lead of 50m-all kinds of soil	13.4	cum	344.22	₹4,611.86
1.002	4.11.2: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.	13.4	cum	2,283.3	₹30,591.65
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)	20.1	cum	8,784.48	₹1,76,541.69

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1DETAILED ESTIMATE

1.001

OD199817/2026-2027:Earthwork excavation by mechanical means(Hydraulic excavator)/Manual means in foundation trenches, Structures, and drains including dressing of sides and ramming of bottoms, lift up to 1.50 m, including getting out the soil and disposal of surplus excavated soil as directed, within a lead of 50m-all kinds of soil

13.4

cum

344.22

₹4,611.86

1.002

4.11.2: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.

13.4

cum

2,283.3

₹30,591.65

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)

20.1

cum

8,784.48

₹1,76,541.69