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AYAVANA GP 2026-27 MAINTENANCE OF PATTAMAVUDY ROAD IN WARD 1-Pro. 02/26-27-General Civil Work

Local Self Government Department

LID EW SECTION AYAVANA | Ernakulam, Kerala

Amount: ₹6.8 LCloses: 8 Oct 20266d left

Timeline

Published28 Sept 2026
Closes8 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹6.8 L

EMD Value

₹16,949

Closing Date

8 Oct 2026, 11:00 am6d left

Tender Inviting Organisation

Name

Address

LID EW SECTION AYAVANA

Work Description

refer boq

Tender Information

Tender ID

2026_LSGD_873502_1

Reference Number

32/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

₹1,495

EMD Fee Amount

₹16,949

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 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	5.22	cum	-	-
1.002	3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.	75	sqm	-	-
1.003	OD17980/2026-2027:Granular sub base /base/surface course with local materials (Table 400 .13) by mix in place method normal. Construction of granular sub base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density complete as per Technical Specification Clause 402 (i) using manually occuring gravel	16.88	cum	-	-
1.004	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	22.69	cum	-	-
1.005	OD17818/2026-2027:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORM WORK CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1	45.07	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_1481921.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 2.00 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	5.22	cum	-	-
1.002	3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.	75	sqm	-	-
1.003	OD17980/2026-2027:Granular sub base /base/surface course with local materials (Table 400 .13) by mix in place method normal. Construction of granular sub base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density complete as per Technical Specification Clause 402 (i) using manually occuring gravel	16.88	cum	-	-
1.004	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	22.69	cum	-	-
1.005	OD17818/2026-2027:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORM WORK CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1	45.07	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Maintenance

1.001

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

5.22

cum

1.002

3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

sqm

1.003

OD17980/2026-2027:Granular sub base /base/surface course with local materials (Table 400 .13) by mix in place method normal. Construction of granular sub base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density complete as per Technical Specification Clause 402 (i) using manually occuring gravel

16.88

cum

1.004

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

22.69

cum

1.005

OD17818/2026-2027:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORM WORK CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1

45.07

cum