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TPBA BP Project No. 201/2026-27-Construction of Culvert to Bhoothanam Puthiyodam Road in Naduvil Grama Panchayath

Local Self Government Department

Taliparamba Block Panchayath | Kannur, Kerala

Amount: ₹5.9 LCloses: 7 Oct 20267d left

Timeline

Published29 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹5.9 L

EMD Value

₹14,828

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. 201/2026-27-Construction of Culvert to Bhoothanam Puthiyodam Road in Naduvil Grama Panchayath

Tender Information

Tender ID

2026_LSGD_874150_13

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

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,828

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	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	38.1	cum	-	-
1.002	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	24.9	cum	-	-
1.003	OD145988/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia , 2m long (1m in rock and 1 m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout ( 0.10kg/each) etc complete (Modified data of 60.5.2 DAR)	80	each	-	-
1.004	OD145989/2026-2027: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)	6.18	cum	-	-
1.005	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)	29.42	cum	-	-
1.006	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	5.91	cum	-	-
1.007	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.67	tonne	-	-
1.008	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)	1.2	cum	-	-
1.009	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.	16	cum	-	-

Documents

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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

Fee.pdf

Additional Documents • 0.27 MB

FoT.pdf

Additional Documents • 0.25 MB

PA.pdf

Additional Documents • 0.26 MB

SBD.pdf

Additional Documents • 0.92 MB

BOQ_1483411.xls

BOQ • 0.31 MB

Affi.pdf

Additional Documents • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Culvert
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	38.1	cum	-	-
1.002	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	24.9	cum	-	-
1.003	OD145988/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia , 2m long (1m in rock and 1 m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout ( 0.10kg/each) etc complete (Modified data of 60.5.2 DAR)	80	each	-	-
1.004	OD145989/2026-2027: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)	6.18	cum	-	-
1.005	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)	29.42	cum	-	-
1.006	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	5.91	cum	-	-
1.007	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.67	tonne	-	-
1.008	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)	1.2	cum	-	-
1.009	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.	16	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Culvert

1.001

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

38.1

cum

1.002

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

24.9

cum

1.003

OD145988/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia , 2m long (1m in rock and 1 m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout ( 0.10kg/each) etc complete (Modified data of 60.5.2 DAR)

each

1.004

OD145989/2026-2027: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)

6.18

cum

1.005

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)

29.42

cum

1.006

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

5.91

cum

1.007

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

0.67

tonne

1.008

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)

1.2

cum

1.009

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.

cum