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Civil Works - Roads

Annual Plan-239/26-27-Thodapparambu Neo Plastic Road Maintenance Ward 18 Koovappady GP-General Civil Work

Local Self Government Department

Koovappady | Ernakulam, Kerala

Amount: ₹3.8 LCloses: 1 Oct 20263d left

Timeline

Published22 Sept 2026
Closes1 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹3.8 L

EMD Value

₹9,520

Closing Date

1 Oct 2026, 11:00 am3d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer, LID EW section, Koovappady

Work Description

Annual Plan-239/26-27-Thodapparambu Neo Plastic Road Maintenance Ward 18 Koovappady GP-General Civil Work

Tender Information

Tender ID

2026_LSGD_871454_1

Reference Number

17/T1/AE/LIDEW/KVPDY/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Koovappady

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Duly filled and signed bid submission form (1MB) (.pdf)

RequiredCopy of Preliminary agreement duly filled and signed by the contractor(1MB) (.pdf)

RequiredScanned attested copy of contractors valid licence,GST registration certificate and Aadharcard (1MB) (.pdf)

RequiredScanned copy of Affidavit duly filled and signed by the contractor(1MB) (.pdf)

RequiredScanned copy of Duly filled and signed requisition form for epayment and format for Integrity Pact (.pdf)

RequiredSBD duly digitally signed by contractor (3MB) (.pdf)

RequiredTender Schedule (should be rounded to two decimals, others cannot be uploaded in price (.xls)

Fee & Financial Details

Tender Fee Amount

₹840

EMD Fee Amount

₹9,520

Important Dates

Last Activity

22 Sept 2026

Published

22 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

22 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

22 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock Laying
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.	120	sqm	-	-
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	18.74	cum	-	-
1.003	OD130338/2026-2027:Supplying and laying Interlocking tile of 80 mm or nearest size thickness having M 40 Minimum Compressive Strength after providing a layer of 6 mm aggregate for 5 cm thickness. Laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc.; complete.	224.27	per sqm	-	-
1.004	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)	5.25	cum	-	-
1.005	OD187840/2026-2027:Supplying and fixing granite name board of slab area less than 0.90 sqm in suitable place including engraving and painting letters etc. complete as per direction of Engineer in charge at site.	0.72	sqm	-	-

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_1477070.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.82 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock Laying
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.	120	sqm	-	-
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	18.74	cum	-	-
1.003	OD130338/2026-2027:Supplying and laying Interlocking tile of 80 mm or nearest size thickness having M 40 Minimum Compressive Strength after providing a layer of 6 mm aggregate for 5 cm thickness. Laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc.; complete.	224.27	per sqm	-	-
1.004	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)	5.25	cum	-	-
1.005	OD187840/2026-2027:Supplying and fixing granite name board of slab area less than 0.90 sqm in suitable place including engraving and painting letters etc. complete as per direction of Engineer in charge at site.	0.72	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Interlock Laying

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.

120

sqm

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

18.74

cum

1.003

OD130338/2026-2027:Supplying and laying Interlocking tile of 80 mm or nearest size thickness having M 40 Minimum Compressive Strength after providing a layer of 6 mm aggregate for 5 cm thickness. Laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc.; complete.

224.27

per sqm

1.004

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)

5.25

cum

1.005

OD187840/2026-2027:Supplying and fixing granite name board of slab area less than 0.90 sqm in suitable place including engraving and painting letters etc. complete as per direction of Engineer in charge at site.

0.72

sqm