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Civil Works - Roads

SYE2/2931303/2025 CONSTRUCTION OF BALANCE PORTION OF APPROACH RAOD FOR MADHURACOMPANY BRIGDE AT KANNANGATTU SIDE DIVISION 55

Local Self Government Department

KOCHI MUNICIPAL CORPORATION | Ernakulam, Kerala

Amount: ₹38.7 LCloses: 25 Jul 2026Closed

Timeline

Published18 Jul 2026
Closed25 Jul 2026
Bid Opening27 Jul 2026

Tender Value

₹38.7 L

EMD Value

₹50,000

Closing Date

25 Jul 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT EXECUTIVE ENGINEER

Address

KOCHI MUNICIPAL CORPORATION PALLURUTHY ZONAL OFFIC

Work Description

SYE2/2931303/2025 CONSTRUCTION OF BALANCE PORTION OF APPROACH RAOD FOR MADHURACOMPANY BRIGDE AT KANNANGATTU SIDE DIVISION 55

Tender Information

Tender ID

2026_LSGD_861322_1

Reference Number

SYE2/2931303/2025 CONSTRUCTION OF BALANCE PORTION OF APPROACH RAOD FOR MADHURACOMPANY BRIGDE AT KANN

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

KOCHI MUNICIPAL CORPORATION

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBILL OF QUANTITY (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE-PAYMENT (.pdf)

RequiredINTEGRITY PACT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSTANDARD BID DOCUMENT(SBD) (.pdf)

RequiredREGISTRATION AND GST CERTIFICATE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Jul 2026

Published

18 Jul 2026

Bid Opening

27 Jul 2026

Download Starts

18 Jul 2026

Download Ends

25 Jul 2026

Submission Starts

18 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONSTRUCTION
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	-	cum	-	-
1.002	OD151848/2025-2026:DRY RUBBLE MASONRY - Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc complete as per direction of Departmental officers at site	1	cum	-	-
1.003	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	-	cum	-	-
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	-	tonne	-	-
1.005	OD335888/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not excedding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer - in - charge	-	cum	-	-
1.006	OD144523/2025-2026:Filling with quarry muck : Filling up low laying areas with local material/quarry muck spreading in layers,levelling the top at the site consolidation by ramming etc complete for improving the CBR	-	cum	-	-
1.007	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	-	cum	-	-
1.008	OD151860/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.	-	sqm	-	-
1.009	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	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.39 MB

Tendernotice_2.pdf

PDF • 0.03 MB

Tendernotice_3.pdf

PDF • 0.03 MB

Work Item Documents

pa.pdf

Tender Documents • 0.09 MB

afd.pdf

Tender Documents • 0.06 MB

fot.pdf

Tender Documents • 0.02 MB

viewsbd.pdf

Tender Documents • 1.72 MB

BOQ_1456638.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONSTRUCTION
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	-	cum	-	-
1.002	OD151848/2025-2026:DRY RUBBLE MASONRY - Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc complete as per direction of Departmental officers at site	1	cum	-	-
1.003	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	-	cum	-	-
1.004	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	-	tonne	-	-
1.005	OD335888/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not excedding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer - in - charge	-	cum	-	-
1.006	OD144523/2025-2026:Filling with quarry muck : Filling up low laying areas with local material/quarry muck spreading in layers,levelling the top at the site consolidation by ramming etc complete for improving the CBR	-	cum	-	-
1.007	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	-	cum	-	-
1.008	OD151860/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.	-	sqm	-	-
1.009	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	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD CONSTRUCTION

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

cum

1.002

OD151848/2025-2026:DRY RUBBLE MASONRY - Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc complete as per direction of Departmental officers at site

cum

1.003

11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

cum

1.004

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

tonne

1.005

OD335888/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not excedding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer - in - charge

cum

1.006

OD144523/2025-2026:Filling with quarry muck : Filling up low laying areas with local material/quarry muck spreading in layers,levelling the top at the site consolidation by ramming etc complete for improving the CBR

cum

1.007

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

cum

1.008

OD151860/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

sqm

1.009

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)

cum