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TPBA BP Project No. 199/2026-27-Culvert Construction to Vayattuparamba Karivedankundu Road in Chapparapadavu Grama Panchayath

Local Self Government Department

Taliparamba Block Panchayath | Kannur, Kerala

Amount: ₹8.5 LCloses: 7 Oct 20264d left

Timeline

Published29 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,150

Closing Date

7 Oct 2026, 4:00 pm4d left

Tender Inviting Organisation

Name

Assistant Engineer, Taliparamba Block Panchayath

Address

Taliparamba Block Panchayath

Work Description

TPBA BP Project No. 199/2026-27-Culvert Construction to Vayattuparamba Karivedankundu Road in Chapparapadavu Grama Panchayath

Tender Information

Tender ID

2026_LSGD_874150_12

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

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,150

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 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Culvert
1.001	2.5.2.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete	2.1	cum	-	-
1.002	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	29.26	cum	-	-
1.003	OD145416/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 (Modified 11.4.1.1 Form work Excluded)	3.09	cum	-	-
1.004	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	16.98	cum	-	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	2.1	tonne	-	-
1.006	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	19.26	cum	-	-
1.007	13.20.2:Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 <br>II. Nominal Mix (1:2.5:5)	3	cum	-	-
1.008	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.	37.07	cum	-	-
1.009	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.	15.87	cum	-	-

Documents

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Tender Page Snapshot

details.html

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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_1483409.xls

BOQ • 0.31 MB

Affi.pdf

Additional Documents • 0.24 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

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Culvert
1.001	2.5.2.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete	2.1	cum	-	-
1.002	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	29.26	cum	-	-
1.003	OD145416/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 (Modified 11.4.1.1 Form work Excluded)	3.09	cum	-	-
1.004	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	16.98	cum	-	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	2.1	tonne	-	-
1.006	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	19.26	cum	-	-
1.007	13.20.2:Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 <br>II. Nominal Mix (1:2.5:5)	3	cum	-	-
1.008	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.	37.07	cum	-	-
1.009	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.	15.87	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Culvert

1.001

2.5.2.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (B) Reinforced Cement Concrete

2.1

cum

1.002

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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

29.26

cum

1.003

OD145416/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 (Modified 11.4.1.1 Form work Excluded)

3.09

cum

1.004

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

16.98

cum

1.005

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

2.1

tonne

1.006

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

19.26

cum

1.007

13.20.2:Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 II. Nominal Mix (1:2.5:5)

cum

1.008

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.

37.07

cum

1.009

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. (ii) Using Gravel mix soil.

15.87

cum