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Civil Works - Roads

280 IMPROVEMENTS TO THAMARAKKOLLY ROAD WARD -14 KANIYAMBETTA GP

Local Self Government Department

KANIYAMBETTA | Wayanad, Kerala

Amount: ₹4 LCloses: 12 Oct 2026Due today

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Timeline

Published2 Oct 2026
Closes12 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹4 L

EMD Value

₹8,419

Closing Date

12 Oct 2026, 12:00 pmDue today

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

LID AND EW KBTA

Work Description

280 IMPROVEMENTS TO THAMARAKKOLLY ROAD WARD -14 KANIYAMBETTA GP

Tender Information

Tender ID

2026_LSGD_874903_1

Reference Number

AE/LSGD/KBTA/1/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

KANIYAMBETTA

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredLICENSE,PAN,GST COPY OF CONTRACTOR (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSBD WITH NIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹745

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,419

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

2 Oct 2026

Published

2 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

2 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

2 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONCRETE
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	213	sqm	-	-
1.002	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.	16.35	cum	-	-
1.003	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)	32.7	cum	-	-
1.004	OD189826/2026-2027:OD 1634533/2021-22: Provoding and Fixing NAME BOARD fixed over MS sheeting , 2 mm thick supported on GI pipe 50mm diafirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm X450mm X600 mm , 600 mm below ground level as per drawings and technical specification clause 1701. 600mmX450mm Rectangular	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.23 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.97 MB

viewnit.pdf

Tender Documents • 0.03 MB

BOQ_1485172.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONCRETE
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	213	sqm	-	-
1.002	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.	16.35	cum	-	-
1.003	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)	32.7	cum	-	-
1.004	OD189826/2026-2027:OD 1634533/2021-22: Provoding and Fixing NAME BOARD fixed over MS sheeting , 2 mm thick supported on GI pipe 50mm diafirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm X450mm X600 mm , 600 mm below ground level as per drawings and technical specification clause 1701. 600mmX450mm Rectangular	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD CONCRETE

1.001

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

213

sqm

1.002

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.

16.35

cum

1.003

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)

32.7

cum

1.004

OD189826/2026-2027:OD 1634533/2021-22: Provoding and Fixing NAME BOARD fixed over MS sheeting , 2 mm thick supported on GI pipe 50mm diafirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm X450mm X600 mm , 600 mm below ground level as per drawings and technical specification clause 1701. 600mmX450mm Rectangular

each