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2026-27 Pr. No. 0286/27 in Thuravoor GP Ernakulam-Sahakarana Bank Road 1 Tile Paving Completion in Ward 16

Local Self Government Department

Thuravoor GP | Ernakulam, Kerala

Amount: ₹50,757Closes: 16 Oct 20266d left

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Timeline

Published9 Oct 2026
Closes16 Oct 2026
Bid Opening17 Oct 2026

Tender Value

₹50,757

EMD Value

₹1,269

Closing Date

16 Oct 2026, 4:00 pm6d left

Tender Inviting Organisation

Name

Herry Thomas

Address

Office of Assistant Engineer LID and EW Section Thuravoor GP

Work Description

2026-27 Pr. No. 0286/27 in Thuravoor GP Ernakulam-Sahakarana Bank Road 1 Tile Paving Completion in Ward 16

Tender Information

Tender ID

2026_LSGD_877956_1

Reference Number

Tender 1 /Thuravoor GP /Angamaly /2026- 27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

240 days

Location

Thuravoor GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of bid submission letter - Size Limit 1 MB (.pdf)

RequiredCopy of Bidders Valid Registration Certificate and GST registration - Size Limit 1 MB (.pdf)

RequiredSigned Copy of SBD along with NIT - Size Limit 3 MB (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form - Size Limit 1 MB (.pdf)

RequiredDuly filled copy of Integrity pact certificate as per SBD - Size Limit 1 MB (.pdf)

RequiredDuly filled and signed copy of preliminary agreement and affidavit as per SBD - Size Limit 1 MB (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1,269

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

17 Oct 2026

Download Starts

9 Oct 2026

Download Ends

16 Oct 2026

Submission Starts

9 Oct 2026

Clarification Period

9 Oct 2026 - 16 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock Tile 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.	33	sqm	16.01	₹528.33
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	2.48	cum	3,337.88	₹8,261.25
1.003	OD171967/2026-2027: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.	33	sqm	1,188.21	₹39,210.93
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)	0.3	cum	9,186.73	₹2,756.02

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.19 MB

Work Item Documents

286NIT.pdf

Tender Documents • 0.04 MB

286SBD.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock Tile 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.	33	sqm	16.01	₹528.33
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	2.48	cum	3,337.88	₹8,261.25
1.003	OD171967/2026-2027: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.	33	sqm	1,188.21	₹39,210.93
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)	0.3	cum	9,186.73	₹2,756.02

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Interlock Tile 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.

sqm

16.01

₹528.33

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

2.48

cum

3,337.88

₹8,261.25

1.003

OD171967/2026-2027: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.

sqm

1,188.21

₹39,210.93

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)

0.3

cum

9,186.73

₹2,756.02