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Annual Plan-Mayyil Gramapanchayath- 2026-27 Niranthodu Chattukapara Road Rennovation-Project No.352/2026-27-General Civil Work

Local Self Government Department

MAYYIL G P | Kannur, Kerala

Amount: ₹1.9 LCloses: 21 Oct 2026Due tomorrow

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Timeline

Published13 Oct 2026
Closes21 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹1.9 L

EMD Value

₹4,756

Closing Date

21 Oct 2026, 6:00 pmDue tomorrow

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer LSGD LID and EW Section Mayyil Grama panchayath Post Mayyil Kannur. PIN 670602

Work Description

Annual Plan-Mayyil Gramapanchayath- 2026-27 Niranthodu Chattukapara Road Rennovation-Project No.352/2026-27-General Civil Work

Tender Information

Tender ID

2026_LSGD_869412_22

Reference Number

04/AE/LSGD/MGP/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

150 days

Location

MAYYIL G P

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)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE - PAYMENT FORM (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSTANDARD BID DOCUMENT COMBINED WITH NIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,756

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

13 Oct 2026

Published

13 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

13 Oct 2026

Download Ends

21 Oct 2026

Submission Starts

13 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Improvement Work - Reconstruction of culvert at chainage 0/610km
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	2.14	cum	-	-
1.002	2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (A) Rubble Stone Masonry in Lime Mortar	6.11	cum	-	-
1.003	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	24.19	cum	-	-
1.004	OD117332/2026-2027:Providing and laying boulder apron for bed protection USING DEPARTMENTAL MATERIAL with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 (modified 14.1)	4.68	cum	-	-
1.005	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	2.81	cum	-	-
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)	8.33	cum	-	-
1.007	11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25	3.34	cum	-	-
1.008	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.42	tonne	-	-
1.009	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	0.7	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1493611.xls

BOQ • 0.31 MB

viewsbd.pdf

Tender Documents • 1.83 MB

viewnit352.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Improvement Work - Reconstruction of culvert at chainage 0/610km
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	2.14	cum	-	-
1.002	2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (A) Rubble Stone Masonry in Lime Mortar	6.11	cum	-	-
1.003	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	24.19	cum	-	-
1.004	OD117332/2026-2027:Providing and laying boulder apron for bed protection USING DEPARTMENTAL MATERIAL with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 (modified 14.1)	4.68	cum	-	-
1.005	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	2.81	cum	-	-
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)	8.33	cum	-	-
1.007	11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25	3.34	cum	-	-
1.008	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.42	tonne	-	-
1.009	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	0.7	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Improvement Work - Reconstruction of culvert at chainage 0/610km

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

2.14

cum

1.002

2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (A) Rubble Stone Masonry in Lime Mortar

6.11

cum

1.003

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

24.19

cum

1.004

OD117332/2026-2027:Providing and laying boulder apron for bed protection USING DEPARTMENTAL MATERIAL with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 (modified 14.1)

4.68

cum

1.005

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6

2.81

cum

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)

8.33

cum

1.007

11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25

3.34

cum

1.008

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

0.42

tonne

1.009

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

0.7

cum