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AYAVANA GP 2026-27 MAINTENANCE OF KUMMAMKUZHI ROAD IN WARD 6-Pro. 16/26-27-General Civil Work

Local Self Government Department

LID EW SECTION AYAVANA | Ernakulam, Kerala

Amount: ₹3.6 LCloses: 8 Oct 2026

Timeline

Published28 Sept 2026
Closes8 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹3.6 L

EMD Value

₹9,001

Closing Date

8 Oct 2026, 11:00 am

Tender Inviting Organisation

Name

Address

LID EW SECTION AYAVANA

Work Description

refer boq

Tender Information

Tender ID

2026_LSGD_867551_2

Reference Number

16/AE/LIDEW/AYAV/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

LID EW SECTION AYAVANA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredForm of Tender as per item no 1 part VI of SBD (.pdf)

RequiredIntegrity pact certificate as per item no 3 part VI of SBD (.pdf)

RequiredPreliminary agreement as per item no 2 part VI of SBD (.pdf)

RequiredAffidavit as per item no 4 part VI of SBD (.pdf)

RequiredBidder valid Registration Certificate (.pdf)

RequiredBid Security Remittance (.pdf)

RequiredStandard bid document with NIT (.pdf)

RequiredBid submission fee remittance (.pdf)

RequiredRequisition of e- payment as per item no 6 part VI of SBD (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹795

EMD Fee Amount

₹9,001

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

28 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
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.	260	sqm	-	-
1.002	OD168398/2026-2027: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material (i) using manually occuring gravel	2.44	cum	-	-
1.003	OD23415/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic blocks of 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. all complete as per the direction of Engineer in charge.	260	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)	4.27	cum	-	-

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_1482509.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.99 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
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.	260	sqm	-	-
1.002	OD168398/2026-2027: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material (i) using manually occuring gravel	2.44	cum	-	-
1.003	OD23415/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic blocks of 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. all complete as per the direction of Engineer in charge.	260	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)	4.27	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Maintenance

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.

260

sqm

1.002

OD168398/2026-2027: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material (i) using manually occuring gravel

2.44

cum

1.003

OD23415/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic blocks of 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. all complete as per the direction of Engineer in charge.

260

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)

4.27

cum