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Pr. No. S0257/27 in Thuravoor GP Ernakulam-Mooppankavala Marottichuvadu Road Maintenance in Ward 6-

Local Self Government Department

Thuravoor GP | Ernakulam, Kerala

Amount: ₹9.1 LCloses: 16 Oct 20266d left

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Timeline

Published9 Oct 2026
Closes16 Oct 2026
Bid Opening17 Oct 2026

Tender Value

₹9.1 L

EMD Value

₹22,763

Closing Date

16 Oct 2026, 4:45 pm6d left

Tender Inviting Organisation

Name

Herry Thomas

Address

Office of Asst Engineer LID and EW Section Thuravoor GP

Work Description

Pr. No. S0257/27 in Thuravoor GP Ernakulam-Mooppankavala Marottichuvadu Road Maintenance in Ward 6-

Tender Information

Tender ID

2026_LSGD_877923_9

Reference Number

Tender 1 /Thuravoor GP /Angamaly /2026- 27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

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

₹2,010

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹22,763

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

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock Tile Paving
1.001	OD119323/2026-2027:Engaging Mancoolies	2	each	-	-
1.002	OD190897/2026-2027:Dismantling interlock paving tile work including stacking material within 50 meters lead	216	sqm	-	-
1.003	OD119340/2026-2027: Providing and Laying of Interlocking Concrete Block Pavements using 80 mm thick, M40 grade DEPARTMENT PAVER BLOCKS , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in-charge.	216	sqm	-	-
1.004	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.	332	sqm	-	-
1.005	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	24.9	cum	-	-
1.006	OD170497/2026-2027: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	332	sqm	-	-
1.007	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)	1.91	cum	-	-
2Retarring
2.001	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	108.06	sqm	-	-

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 • 0.19 MB

Work Item Documents

257nit.pdf

Tender Documents • 0.04 MB

257sbd.pdf

Tender Documents • 3.10 MB

BOQ_1492482.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock Tile Paving
1.001	OD119323/2026-2027:Engaging Mancoolies	2	each	-	-
1.002	OD190897/2026-2027:Dismantling interlock paving tile work including stacking material within 50 meters lead	216	sqm	-	-
1.003	OD119340/2026-2027: Providing and Laying of Interlocking Concrete Block Pavements using 80 mm thick, M40 grade DEPARTMENT PAVER BLOCKS , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in-charge.	216	sqm	-	-
1.004	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.	332	sqm	-	-
1.005	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	24.9	cum	-	-
1.006	OD170497/2026-2027: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	332	sqm	-	-
1.007	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)	1.91	cum	-	-
2Retarring
2.001	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	108.06	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Interlock Tile Paving

1.001

OD119323/2026-2027:Engaging Mancoolies

each

1.002

OD190897/2026-2027:Dismantling interlock paving tile work including stacking material within 50 meters lead

216

sqm

1.003

OD119340/2026-2027: Providing and Laying of Interlocking Concrete Block Pavements using 80 mm thick, M40 grade DEPARTMENT PAVER BLOCKS , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in-charge.

216

sqm

1.004

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.

332

sqm

1.005

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

24.9

cum

1.006

OD170497/2026-2027: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

332

sqm

1.007

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)

1.91

cum

2Retarring

2.001

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

108.06

sqm