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Civil Works - Roads

42/2026-27-Renovation of Madhyamam road in div - 10 of Maradu Municipality-General Civil Work

Local Self Government Department

MARADU MUNICIPALITY | Ernakulam, Kerala

Amount: ₹17.8 LCloses: 28 Sept 2026Due today

Timeline

Published19 Sept 2026
Pre-Bid Meeting19 Sept 2026
Closes28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹17.8 L

EMD Value

₹44,487

Closing Date

28 Sept 2026, 5:00 pmDue today

Tender Inviting Organisation

Name

MUNICIPAL ENGINEER

Address

MARADU MUNICIPALITY

Work Description

42/2026-27-Renovation of Madhyamam road in div - 10 of Maradu Municipality-General Civil Work

Tender Information

Tender ID

2026_LSGD_871276_1

Reference Number

E3-01/2026-27/ME/LID and EW/EKM

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

MARADU MUNICIPALITY

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

Requiredboq (.xls)

Requiredpag (.pdf)

Requiredaff (.pdf)

Requiredfot (.pdf)

Requiredipact (.pdf)

Requiredsbd (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹44,487

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

MARADU MUNICIPALITY

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

19 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

19 Sept 2026

Pre-Bid Meeting

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1construction of road & drain
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	25.2	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	81.8	cum	-	-
1.003	OD26980/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	1,068.29	sqm	-	-
1.004	OD26857/2026-2027:Providing and laying interlock concrete block pavement using 80mm ,M40 Hydraulic block of approved size desigin and shape laid in required pattern over and including compacted	1,068.29	sqm	-	-
1.005	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	7.22	cum	-	-
1.006	OD26846/2026-2027:Engaging man coolies	8	Day	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1476625.xls

BOQ • 0.30 MB

42sbd.pdf

Tender Documents • 1.96 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1construction of road & drain
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	25.2	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	81.8	cum	-	-
1.003	OD26980/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	1,068.29	sqm	-	-
1.004	OD26857/2026-2027:Providing and laying interlock concrete block pavement using 80mm ,M40 Hydraulic block of approved size desigin and shape laid in required pattern over and including compacted	1,068.29	sqm	-	-
1.005	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	7.22	cum	-	-
1.006	OD26846/2026-2027:Engaging man coolies	8	Day	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1construction of road & drain

1.001

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

25.2

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

81.8

cum

1.003

OD26980/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

1,068.29

sqm

1.004

OD26857/2026-2027:Providing and laying interlock concrete block pavement using 80mm ,M40 Hydraulic block of approved size desigin and shape laid in required pattern over and including compacted

1,068.29

sqm

1.005

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

7.22

cum

1.006

OD26846/2026-2027:Engaging man coolies

Day