Kerala

To Be Opened

Works

Civil Works - Roads

SIDE PROTECTION OF NETHAJI ROAD IN MANALUR GP

Local Self Government Department

MANALUR GP | Thrissur, Kerala

Amount: ₹5.1 LCloses: 28 May 2026Closed

Timeline

Published19 May 2026
Closed28 May 2026
Bid Opening30 May 2026

Tender Value

₹5.1 L

EMD Value

₹12,690

Closing Date

28 May 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

O/oAsst Engineer LSGD Manalur GP

Work Description

SIDE PROTECTION OF NETHAJI ROAD IN MANALUR GP

Tender Information

Tender ID

2026_LSGD_845356_7

Reference Number

08/AE/LSGD/MNLR/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

MANALUR GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredNotice Inviting Tender (.pdf)

RequiredEpayment (.pdf)

RequiredStandard Bid Document (.pdf)

RequiredBid submitted and Bid Security Details (.pdf)

RequiredGST CERTIFICATE (.pdf)

Requiredform of tender (.pdf)

Requiredaffidavit (.pdf)

Requiredpreliminary agreement (.pdf)

RequiredForm of Integrity (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,120

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,690

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 May 2026

Published

19 May 2026

Bid Opening

30 May 2026

Download Starts

19 May 2026

Download Ends

28 May 2026

Submission Starts

19 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Side protection
1.001	11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth	1	cum	-	-
1.002	OD454999/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	1	cum	-	-
1.003	OD454997/2025-2026: 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 andconveyance of all materials, labour charges etc(60.7.1 modified for Mord)	-	cum	-	-
1.004	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	-	cum	-	-
1.005	12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202	-	tonne	-	-
1.006	4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	-	cum	-	-
1.007	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)	-	cum	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.52 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 2.32 MB

BOQ_1438745.xls

BOQ • 0.30 MB

nit.pdf

Tender Documents • 0.50 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Side protection
1.001	11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth	1	cum	-	-
1.002	OD454999/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	1	cum	-	-
1.003	OD454997/2025-2026: 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 andconveyance of all materials, labour charges etc(60.7.1 modified for Mord)	-	cum	-	-
1.004	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	-	cum	-	-
1.005	12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202	-	tonne	-	-
1.006	4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	-	cum	-	-
1.007	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)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Side protection

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

cum

1.002

OD454999/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

cum

1.003

OD454997/2025-2026: 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 andconveyance of all materials, labour charges etc(60.7.1 modified for Mord)

cum

1.004

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

cum

1.005

12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

tonne

1.006

4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

cum

1.007

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)

cum