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Annual Plan-KANCHIYAR GP 2026-27 ILAYARAJAVUPADY ARUVIKKAL ILLIKKALMEDU ROAD CONCRETING IN WARD No 1-88/27-General Civil Work

Local Self Government Department

AE OFFICE KANCHIYAR | Idukki, Kerala

Amount: ₹5.9 LCloses: 5 Oct 20263d left

Timeline

Published28 Sept 2026
Closes5 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹5.9 L

EMD Value

₹14,814

Closing Date

5 Oct 2026, 6:00 pm3d left

Tender Inviting Organisation

Name

AE KANCHIYAR G P

Address

AE KANCHIYAR GP

Work Description

The estimate is proposed for concreting road . The estimate includes providing PCC Nominal Mix for a length of 134.8 m at 3.00 m width and 0.15 m thickness for Road Concreting

Tender Information

Tender ID

2026_LSGD_873953_1

Reference Number

02/AE/LIDEW/KNCR/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

AE OFFICE KANCHIYAR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMEN (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,310

EMD Fee Amount

₹14,814

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

28 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintanance
1.001	8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1	60.66	cum	-	-
1.002	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)	60.66	cum	-	-

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 • 0.05 MB

Work Item Documents

BOQ_1482717.xls

BOQ • 0.30 MB

sbd88.pdf

Tender Documents • 1.73 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintanance
1.001	8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1	60.66	cum	-	-
1.002	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)	60.66	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Maintanance

1.001

8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

60.66

cum

1.002

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)

60.66

cum