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TPBA BP Project No. 69/2026-27-Improvements to Nelliparamba Pakkattuvayal Road in Pariyaram Grama Panchayath

Local Self Government Department

Taliparamba Block Panchayath | Kannur, Kerala

Amount: ₹4.2 LCloses: 7 Oct 20266d left

Timeline

Published29 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹4.2 L

EMD Value

₹10,559

Closing Date

7 Oct 2026, 4:00 pm6d left

Tender Inviting Organisation

Name

Assistant Engineer, Taliparamba Block Panchayath

Address

Taliparamba Block Panchayath

Work Description

TPBA BP Project No. 69/2026-27-Improvements to Nelliparamba Pakkattuvayal Road in Pariyaram Grama Panchayath

Tender Information

Tender ID

2026_LSGD_874150_7

Reference Number

AE/TPBA/ETEN0.03/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Taliparamba Block Panchayath

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTender Schedule (BOQ) (.xls)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.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)

RequiredCOMBINED SBD AND NIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,559

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

29 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

29 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Concrete
1.001	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	60.6	cum	-	-
1.002	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	90.9	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)	45.45	cum	-	-
1.004	3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	8.08	cum	-	-
1.005	OD177854/2026-2027:Supplying and fitting Name board of size 75 x 45 cm made with GI plain sheet 1.25mm thick (Class III) fitted with 35 x 35 x 4 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the GI sheet, fitted 2 nos 32 mm GI pipe vertically 90 cm above ground level and fixing in cement concrete 1:2:4, 30 x 30 x 30 cm including cost and conveyance of all materials, all labour charges, fabricating etc. complete.	1	each	-	-
1.006	OD177853/2026-2027:Lettering with black Japan pint of approved brand and manufacture (Modified 13.71 of DAR)	600	per Letter per cm height	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Tendernotice_2.pdf

PDF • 0.19 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1483394.xls

BOQ • 0.30 MB

Fee.pdf

Additional Documents • 0.27 MB

FoT.pdf

Additional Documents • 0.25 MB

SBD.pdf

Additional Documents • 0.92 MB

PA.pdf

Additional Documents • 0.26 MB

Affi.pdf

Additional Documents • 0.24 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Concrete
1.001	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	60.6	cum	-	-
1.002	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	90.9	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)	45.45	cum	-	-
1.004	3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	8.08	cum	-	-
1.005	OD177854/2026-2027:Supplying and fitting Name board of size 75 x 45 cm made with GI plain sheet 1.25mm thick (Class III) fitted with 35 x 35 x 4 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the GI sheet, fitted 2 nos 32 mm GI pipe vertically 90 cm above ground level and fixing in cement concrete 1:2:4, 30 x 30 x 30 cm including cost and conveyance of all materials, all labour charges, fabricating etc. complete.	1	each	-	-
1.006	OD177853/2026-2027:Lettering with black Japan pint of approved brand and manufacture (Modified 13.71 of DAR)	600	per Letter per cm height	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Concrete

1.001

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

60.6

cum

1.002

3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

90.9

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)

45.45

cum

1.004

3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

8.08

cum

1.005

OD177854/2026-2027:Supplying and fitting Name board of size 75 x 45 cm made with GI plain sheet 1.25mm thick (Class III) fitted with 35 x 35 x 4 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the GI sheet, fitted 2 nos 32 mm GI pipe vertically 90 cm above ground level and fixing in cement concrete 1:2:4, 30 x 30 x 30 cm including cost and conveyance of all materials, all labour charges, fabricating etc. complete.

each

1.006

OD177853/2026-2027:Lettering with black Japan pint of approved brand and manufacture (Modified 13.71 of DAR)

600

per Letter per cm height