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Annual Plan-S0050/26-27, Meenachil GP-Maintenance of VETTUKALPPURAM - CHENNACKATTUKUNNEL ROAD In Ward No. VI

Local Self Government Department

Meenachil GP | Kerala

Amount: ₹2.6 LCloses: 13 Oct 20262d left

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Timeline

Published6 Oct 2026
Closes13 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹2.6 L

EMD Value

₹6,603

Closing Date

13 Oct 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

O/o The Assistant Engineer LID And EW Section, Meenachil GP

Work Description

Road Concreting and Retaining Wall

Tender Information

Tender ID

2026_LSGD_876233_6

Reference Number

01/ET/AE/LIDEW/MNCL/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Meenachil 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

RequiredFORM OF TENDER (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredNITSBD (.pdf)

RequiredINTEGRITY PACT (.pdf)

RequiredEPAYMENT FORM (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹585

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,603

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

6 Oct 2026

Download Ends

13 Oct 2026

Submission Starts

6 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Protection Wall
1.001	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	22.62	cum	-	-
1.002	OD189127/2026-2027:DRY RUBBLE MASONRY with hard stone, in foundation including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	22.62	cum	-	-
1.003	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)	0.65	cum	-	-
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.04	tonne	-	-
2Concreting
2.001	3.19.1.B:Surface Drains in Soil<br> Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.<br> (B) Mechanical Means	700	metre	-	-
2.002	OD190258/2026-2027:Preparation of Foundation for Embankment - Scarifying Existing concrete Surface to a Depth of 150 mm and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site	79.2	sqm	-	-
2.003	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)	11.88	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Work Item Documents

FOT50.pdf

Tender Documents • 0.24 MB

PA50.pdf

Tender Documents • 0.25 MB

AFF50.pdf

Tender Documents • 0.23 MB

NITSBD50.pdf

Tender Documents • 4.18 MB

IPACT.pdf

Tender Documents • 0.23 MB

EPAY.pdf

Tender Documents • 0.23 MB

BOQ_1488156.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Protection Wall
1.001	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	22.62	cum	-	-
1.002	OD189127/2026-2027:DRY RUBBLE MASONRY with hard stone, in foundation including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	22.62	cum	-	-
1.003	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)	0.65	cum	-	-
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.04	tonne	-	-
2Concreting
2.001	3.19.1.B:Surface Drains in Soil<br> Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.<br> (B) Mechanical Means	700	metre	-	-
2.002	OD190258/2026-2027:Preparation of Foundation for Embankment - Scarifying Existing concrete Surface to a Depth of 150 mm and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site	79.2	sqm	-	-
2.003	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)	11.88	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Protection Wall

1.001

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

22.62

cum

1.002

OD189127/2026-2027:DRY RUBBLE MASONRY with hard stone, in foundation including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

22.62

cum

1.003

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)

0.65

cum

1.004

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.04

tonne

2Concreting

2.001

3.19.1.B:Surface Drains in Soil<br> Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.<br> (B) Mechanical Means

700

metre

2.002

OD190258/2026-2027:Preparation of Foundation for Embankment - Scarifying Existing concrete Surface to a Depth of 150 mm and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site

79.2

sqm

2.003

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)

11.88

cum