Kerala

Active

Works

Civil Works - Roads

TPBA BP Project No. 61/2026-27-Improvements to Aanakkuzhi Hippikavala Muthayyankunnu Road in Naduvil Grama Panchayath

Local Self Government Department

Taliparamba Block Panchayath | Kannur, Kerala

Amount: ₹4.2 LCloses: 7 Oct 20267d left

Timeline

Published29 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹4.2 L

EMD Value

₹10,587

Closing Date

7 Oct 2026, 4:00 pm7d left

Tender Inviting Organisation

Name

Assistant Engineer, Taliparamba Block Panchayath

Address

Taliparamba Block Panchayath

Work Description

TPBA BP Project No. 61/2026-27-Improvements to Aanakkuzhi Hippikavala Muthayyankunnu Road in Naduvil Grama Panchayath

Tender Information

Tender ID

2026_LSGD_874150_3

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

Subscribe to view

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

₹10,587

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 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Concrete
1.001	3.9.2.B:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br>(B) Mechanical Means	21	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.	54	cum	-	-
1.003	4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material	22.5	cum	-	-
1.004	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)	33.75	cum	-	-
1.005	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	6.75	cum	-	-
1.006	OD187523/2026-2027:Supplying and fitting name boards of size 75cm x 45cm made with GI plain sheets 1.25mm thick (class III) fitted with 35X35x4mm MS angle 2Nos horizontally and 3Nos vertically to make a frame for strengthening the GI sheet, fitted 2Nos. 32mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1:2:4, 30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete.	1	no	-	-
1.007	OD187522/2026-2027: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_1483365.xls

BOQ • 0.30 MB

Fee.pdf

Additional Documents • 0.27 MB

FoT.pdf

Additional Documents • 0.26 MB

PA.pdf

Additional Documents • 0.26 MB

SBD.pdf

Additional Documents • 0.92 MB

Affi.pdf

Additional Documents • 0.24 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Concrete
1.001	3.9.2.B:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br>(B) Mechanical Means	21	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.	54	cum	-	-
1.003	4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material	22.5	cum	-	-
1.004	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)	33.75	cum	-	-
1.005	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	6.75	cum	-	-
1.006	OD187523/2026-2027:Supplying and fitting name boards of size 75cm x 45cm made with GI plain sheets 1.25mm thick (class III) fitted with 35X35x4mm MS angle 2Nos horizontally and 3Nos vertically to make a frame for strengthening the GI sheet, fitted 2Nos. 32mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1:2:4, 30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete.	1	no	-	-
1.007	OD187522/2026-2027: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

3.9.2.B:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (B) Mechanical Means

cum

1.002

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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.

cum

1.003

4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material

22.5

cum

1.004

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)

33.75

cum

1.005

3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

6.75

cum

1.006

OD187523/2026-2027:Supplying and fitting name boards of size 75cm x 45cm made with GI plain sheets 1.25mm thick (class III) fitted with 35X35x4mm MS angle 2Nos horizontally and 3Nos vertically to make a frame for strengthening the GI sheet, fitted 2Nos. 32mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1:2:4, 30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete.

1.007

OD187522/2026-2027:Lettering with black Japan pint of approved brand and manufacture (Modified 13.71 of DAR)

600

per Letter per cm height