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Annual Plan-KBLM GP- Pro. No- 248/2026-27-Canal Bund Vellarammukal Road Tile Laying in Ward No 11

Local Self Government Department

Kizhakkambalam GP | Ernakulam, Kerala

Amount: ₹1.7 LCloses: 26 Oct 20267d left

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Timeline

Published15 Oct 2026
Closes26 Oct 2026
Bid Opening28 Oct 2026

Tender Value

₹1.7 L

EMD Value

₹4,237

Closing Date

26 Oct 2026, 3:00 pm7d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

Office of the Asst Engineer, LID and EW Section, Kizhakkambalam

Work Description

Annual Plan-KBLM GP- Pro. No- 248/2026-27-Canal Bund Vellarammukal Road Tile Laying in Ward No 11

Tender Information

Tender ID

2026_LSGD_879004_22

Reference Number

ET2/AE/LIDEW/KBLM/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Kizhakkambalam GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredSCANNED COPY OF BIDDER VALID REGISTRATION CERTIFICATE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹4,237

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

28 Oct 2026

Download Starts

15 Oct 2026

Download Ends

26 Oct 2026

Submission Starts

15 Oct 2026

Clarification Period

15 Oct 2026 - 26 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Tile Laying
1.001	OD140686/2026-2027:Sectioning up to 150 mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge	109.5	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	10.95	cum	-	-
1.003	OD223413/2026-2027:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge	102.2	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)	0.88	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.27 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

248AF.pdf

Tender Documents • 0.23 MB

248F.pdf

Tender Documents • 0.24 MB

248PA.pdf

Tender Documents • 0.25 MB

SBD248.pdf

Tender Documents • 1.89 MB

BOQ_1494833.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Tile Laying
1.001	OD140686/2026-2027:Sectioning up to 150 mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge	109.5	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	10.95	cum	-	-
1.003	OD223413/2026-2027:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge	102.2	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)	0.88	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Tile Laying

1.001

OD140686/2026-2027:Sectioning up to 150 mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge

109.5

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

10.95

cum

1.003

OD223413/2026-2027:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge

102.2

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)

0.88

cum