Kerala

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Civil Works - Roads

Annual Plan-KTVLY GP -2026 -27 -Kannamkottappilly Road Maintenance Ward -23-Pro. no. 112/27-General Civil Work

Local Self Government Department

kottuvally GP | Ernakulam, Kerala

Amount: ₹6.9 LCloses: 25 Sept 2026Closed

Timeline

Published15 Sept 2026
Closed25 Sept 2026
Bid Opening28 Sept 2026

Tender Value

₹6.9 L

EMD Value

₹17,162

Closing Date

25 Sept 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Address

O/o The Assistant Engineer LID EW Section Kottuvally

Work Description

Annual Plan-KTVLY GP -2026 -27 -Kannamkottappilly Road Maintenance Ward -23-Pro. no. 112/27-General Civil Work

Tender Information

Tender ID

2026_LSGD_869836_6

Reference Number

1/2026-27/AE/LIDEW/KTVLY

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

kottuvally GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

Requiredboq (.xls)

Requirednit (.pdf)

Requiredsbd (.pdf)

Requiredform of tender (.pdf)

Requiredpreliminary agreement (.pdf)

Requiredaffidavit (.pdf)

Requiredepayment form (.pdf)

Requiredintegrity pact (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,515

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹17,162

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Sept 2026

Published

15 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

15 Sept 2026

Download Ends

25 Sept 2026

Submission Starts

15 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TILE PAVING
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	285	sqm	-	-
1.002	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	8.25	cum	-	-
1.003	OD63011/2026-2027:Filling up lolaying and waterlogged areas with quarry muck,spreading in layers levelling the top at site and consoldation by ramming etc.complete.	16.45	cum	-	-
1.004	6.1.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	46.74	cum	-	-
1.005	OD160247/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection of Engineer in charge	389.5	sqm	-	-
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)	3.21	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.65 MB

Work Item Documents

nit.pdf

Tender Documents • 0.91 MB

sbdkannam.pdf

Tender Documents • 33.68 MB

BOQ_1473931.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TILE PAVING
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	285	sqm	-	-
1.002	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	8.25	cum	-	-
1.003	OD63011/2026-2027:Filling up lolaying and waterlogged areas with quarry muck,spreading in layers levelling the top at site and consoldation by ramming etc.complete.	16.45	cum	-	-
1.004	6.1.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	46.74	cum	-	-
1.005	OD160247/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection of Engineer in charge	389.5	sqm	-	-
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)	3.21	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1TILE PAVING

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

285

sqm

1.002

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

8.25

cum

1.003

OD63011/2026-2027:Filling up lolaying and waterlogged areas with quarry muck,spreading in layers levelling the top at site and consoldation by ramming etc.complete.

16.45

cum

1.004

6.1.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

46.74

cum

1.005

OD160247/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection of Engineer in charge

389.5

sqm

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)

3.21

cum