Kerala

Technical BO

Works

Civil Works - Roads

MANANTHAVADY MUNICIPALITY PRO NO 1075 26 EP KUNN ROAD EARTH WORK CONCRETE

Local Self Government Department

MANANTHAVADY | Wayanad, Kerala

Amount: ₹5.1 LCloses: 3 Jun 20262 Jun 2026Closed

Timeline

Published26 May 2026
Closed3 Jun 2026
Technical Evaluation—
Award—

Bids

1 Bid3 Jun 2026

#	Company	Status
1	SHANAVAS NT Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance

Corrigenda

Corrigendum

1 updatesLatest on 2 Jun 2026Submission Ends:2 Jun 20263 Jun 2026

Date changes

Download Ends2 Jun 20263 Jun 2026Submission Ends2 Jun 20263 Jun 2026

Tender Value

₹5.1 L

EMD Value

₹12,706

Closing Date

3 Jun 2026, 11:00 amClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

MANANTHAVADY MUNICIPALITY

Work Description

MANANTHAVADY MUNICIPALITY PRO NO 1075 26 EP KUNN ROAD EARTH WORK CONCRETE

Tender Information

Tender ID

2026_LSGD_852786_64

Reference Number

TN.05/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

MANANTHAVADY

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittence (.pdf)

RequiredBid submission letter as per item no-1 Part-VI (.pdf)

RequiredIntegrity pact certificate as per item no-3 PartVI (.pdf)

RequiredPreliminary agreement as per item no-2 PartVI (.pdf)

RequiredRequisition for e-payment as per item no-6 PartVI (.pdf)

RequiredAffidavit as per item no-4 Part- VI (.pdf)

RequiredBidder valid registration certificat (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBid submission fee remittence (.pdf)

RequiredGST Document (.pdf)

RequiredBOQ DUELY SIGNED BY CONTRACTOR (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,125

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,706

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Jun 2026

Published

26 May 2026

Bid Opening

3 Jun 2026

Download Starts

26 May 2026

Download Ends

3 Jun 2026

Submission Starts

26 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1concrete
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	-	cum	-	-
1.002	OD521637/2025-2026:DRY RUBBLE MASONRY with hard stone, WITHOUT Through/Bond stone in foundation and superstructure 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.	-	cum	-	-
1.003	OD521640/2025-2026:providing concrete for plain concrete in TOP belt concrete in DR Retainning walls complete as per drawings and direction.	-	cum	-	-
1.004	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	-	-
1.005	OD521641/2025-2026:Filling with contractor's own earth ( excluding rock) in OPEN AREAS in layers not exceeding 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	1	cum	-	-
1.006	OD524411/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m	-	sqm	-	-
1.007	OD521642/2025-2026: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 on prepared surface, mixing by mix in place method to achieve the desired density etc complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel	-	cum	-	-
1.008	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	-	-
1.009	OD516967/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm Rectangular	-	each	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.01 MB

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.56 MB

Work Item Documents

BOQ_1441704.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 2.24 MB

Corrigendum Documents

AOC.pdf

PDF • 0.17 MB

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Company

SHANAVAS NT

Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1concrete
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	-	cum	-	-
1.002	OD521637/2025-2026:DRY RUBBLE MASONRY with hard stone, WITHOUT Through/Bond stone in foundation and superstructure 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.	-	cum	-	-
1.003	OD521640/2025-2026:providing concrete for plain concrete in TOP belt concrete in DR Retainning walls complete as per drawings and direction.	-	cum	-	-
1.004	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	-	-
1.005	OD521641/2025-2026:Filling with contractor's own earth ( excluding rock) in OPEN AREAS in layers not exceeding 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	1	cum	-	-
1.006	OD524411/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m	-	sqm	-	-
1.007	OD521642/2025-2026: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 on prepared surface, mixing by mix in place method to achieve the desired density etc complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel	-	cum	-	-
1.008	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	-	-
1.009	OD516967/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm Rectangular	-	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1concrete

1.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

cum

1.002

OD521637/2025-2026:DRY RUBBLE MASONRY with hard stone, WITHOUT Through/Bond stone in foundation and superstructure 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.

cum

1.003

OD521640/2025-2026:providing concrete for plain concrete in TOP belt concrete in DR Retainning walls complete as per drawings and direction.

cum

1.004

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

1.005

OD521641/2025-2026:Filling with contractor's own earth ( excluding rock) in OPEN AREAS in layers not exceeding 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

OD524411/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m

sqm

1.007

OD521642/2025-2026: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 on prepared surface, mixing by mix in place method to achieve the desired density etc complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel

cum

1.008

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

cum

1.009

OD516967/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm Rectangular

each