Kerala

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Works

Civil Works - Roads

Construction of Arayanippara Munthiringattukunnu Road ward-4 in Muttom G.P-General Civil Work

Directorate of Panchayat

Muttom | Idukki, Kerala

Amount: ₹8.5 LCloses: 18 Aug 2026Closed

Timeline

Published11 Aug 2026
Closed18 Aug 2026
Bid Opening20 Aug 2026

Tender Value

₹8.5 L

EMD Value

₹21,157

Closing Date

18 Aug 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Secretary MuttomGP

Address

Secretary MuttomGP

Work Description

Construction of Arayanippara Munthiringattukunnu Road ward-4 in Muttom G.P-General Civil Work

Tender Information

Tender ID

2026_DP_829479_4

Reference Number

MTM/04/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

1095 days

Location

Muttom

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredRequisition of E payment as per item no 6 part VI of SBD (.pdf)

RequiredAffidavit as per item no 4 part VI of SBD (.pdf)

RequiredBidder valid Registration Certificate, GST certificate (.pdf)

RequiredBid submission fee Remittance , Standard Bid document , NIT (.pdf)

RequiredBOQ (.xls)

RequiredBid Security Remittance and Bid Submission letter FOT as per item no 1 part VI OF SBD (.pdf)

RequiredIntegrity pact certificate as per item no 3 part VI of SBD and Preliminary Agreement as per item no (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,157

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

11 Aug 2026

Published

11 Aug 2026

Bid Opening

20 Aug 2026

Download Starts

11 Aug 2026

Download Ends

18 Aug 2026

Submission Starts

11 Aug 2026

Clarification Period

11 Aug 2026 - 18 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (21 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONSTRUCTION
1.001	2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means	-	Hectare	-	-
1.002	3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.	-	cum	-	-
1.003	3.9.1:Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5	-	cum	-	-
1.004	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.	1	cum	-	-
1.005	OD290904/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site	-	cum	-	-
1.006	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)	1	cum	-	-
1.007	OD469345/2024-2025:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 1m long (0.5m in rock and 0.5m in concrete ) including drilling holes of 20mm dia to a depth of 0.5m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.	-	each	-	-
1.008	OD474227/2024-2025:Filling with Available earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge	-	cum	-	-
1.009	OD471317/2024-2025:Filling with Quarrymuck ,Filling up low lying and water logged areas with local material spreading in layers levelling the top at site and consolidation by ramming etc	1	cum	-	-

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 • 0.21 MB

Work Item Documents

editarayanisbd.pdf

Tender Documents • 1.82 MB

editarayaninit.pdf

Tender Documents • 0.08 MB

BOQ_1464160.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONSTRUCTION
1.001	2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means	-	Hectare	-	-
1.002	3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.	-	cum	-	-
1.003	3.9.1:Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5	-	cum	-	-
1.004	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.	1	cum	-	-
1.005	OD290904/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site	-	cum	-	-
1.006	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)	1	cum	-	-
1.007	OD469345/2024-2025:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 1m long (0.5m in rock and 0.5m in concrete ) including drilling holes of 20mm dia to a depth of 0.5m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.	-	each	-	-
1.008	OD474227/2024-2025:Filling with Available earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge	-	cum	-	-
1.009	OD471317/2024-2025:Filling with Quarrymuck ,Filling up low lying and water logged areas with local material spreading in layers levelling the top at site and consolidation by ramming etc	1	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD CONSTRUCTION

1.001

2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

Hectare

1.002

3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.

cum

1.003

3.9.1:Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5

cum

1.004

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.

cum

1.005

OD290904/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

cum

1.006

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)

cum

1.007

OD469345/2024-2025:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 1m long (0.5m in rock and 0.5m in concrete ) including drilling holes of 20mm dia to a depth of 0.5m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.

each

1.008

OD474227/2024-2025:Filling with Available earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge

cum

1.009

OD471317/2024-2025:Filling with Quarrymuck ,Filling up low lying and water logged areas with local material spreading in layers levelling the top at site and consolidation by ramming etc

cum