Kerala

To Be Opened

Works

Civil Works - Roads

LRRP-LRRP 2024-25, Elathur LAC, Sl.no.0024, Pottamuri Kalolipoyil Road,Kuruvattur GP,Kunnamangalam Block

Local Self Government Department

Kuruvattur Grama Panchayat | Kozhikode, Kerala

Amount: ₹16.3 LCloses: 12 Oct 2026Closed

Timeline

Published3 Oct 2026
Closed12 Oct 2026
Bid Opening15 Oct 2026

Tender Value

₹16.3 L

EMD Value

₹40,662

Closing Date

12 Oct 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

LSGD LID and EW Section Kuruvattur GP

Work Description

LRRP-LRRP 2024-25, Elathur LAC, Sl.no.0024, Pottamuri Kalolipoyil Road,Kuruvattur GP,Kunnamangalam Block

Tender Information

Tender ID

2026_LSGD_860374_4

Reference Number

AE/LSGD/KVR/01/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

150 days

Location

Kuruvattur Grama Panchayat

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security and Bid submission fee remittence (.pdf)

RequiredBid submission letter (Tender Form) (.pdf)

RequiredIntegrity pact certificate (.pdf)

RequiredPreliminary agreement as per prevailing rules in force (.pdf)

RequiredRequisition for e-payment (.pdf)

RequiredAffidavit (.pdf)

RequiredBidder valid Registration certificate, GST Document, PAN card (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredEMD excemption certificate, if any (.pdf)

RequiredTender Schedule (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹40,662

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Oct 2026

Published

3 Oct 2026

Bid Opening

15 Oct 2026

Download Starts

3 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

3 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD
1.001	OD538745/2025-2026:DISMANTILING DR- Dismantiling ,clearing away and carefully stacking materials usefull for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m	17.16	cum	-	-
1.002	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.	52.56	cum	-	-
1.003	OD538747/2025-2026:DR WITH DIPARTMENTAL STONE -Dry rubble masonry without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc complete as per direction of departmental officers at site.	10.3	cum	-	-
1.004	OD538749/2025-2026:od1739558/2022_2023 :Dry rubble masonry without levelling course with good quality blasted rubble including packing to compactness and levels for road protection to withstand the dynamic load due to moving traffic including cost and conveyance of all materials, labour charges etc complete as per direction of departmental officers .	145.8	cum	-	-
1.005	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	14.6	cum	-	-
1.006	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	180	sqm	-	-
1.007	4.1.A.1: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. (i) For Grading I Material	13.2	cum	-	-
1.008	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	27.9	cum	-	-
1.009	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	186	sqm	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Tendernotice_2.pdf

PDF • 0.06 MB

Tendernotice_3.pdf

PDF • 0.06 MB

Work Item Documents

BOQ_1483387.xls

BOQ • 0.24 MB

priagreepotta.pdf

Tender Documents • 0.11 MB

EPaypotta.pdf

Tender Documents • 0.01 MB

Intepotta.pdf

Tender Documents • 0.01 MB

Affidapotta.pdf

Tender Documents • 0.10 MB

Formoftenderpotta.pdf

Tender Documents • 0.01 MB

SBDpotta.pdf

Tender Documents • 1.04 MB

NITpotta.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD
1.001	OD538745/2025-2026:DISMANTILING DR- Dismantiling ,clearing away and carefully stacking materials usefull for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m	17.16	cum	-	-
1.002	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.	52.56	cum	-	-
1.003	OD538747/2025-2026:DR WITH DIPARTMENTAL STONE -Dry rubble masonry without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc complete as per direction of departmental officers at site.	10.3	cum	-	-
1.004	OD538749/2025-2026:od1739558/2022_2023 :Dry rubble masonry without levelling course with good quality blasted rubble including packing to compactness and levels for road protection to withstand the dynamic load due to moving traffic including cost and conveyance of all materials, labour charges etc complete as per direction of departmental officers .	145.8	cum	-	-
1.005	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	14.6	cum	-	-
1.006	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	180	sqm	-	-
1.007	4.1.A.1: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. (i) For Grading I Material	13.2	cum	-	-
1.008	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	27.9	cum	-	-
1.009	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	186	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD

1.001

OD538745/2025-2026:DISMANTILING DR- Dismantiling ,clearing away and carefully stacking materials usefull for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m

17.16

cum

1.002

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.

52.56

cum

1.003

OD538747/2025-2026:DR WITH DIPARTMENTAL STONE -Dry rubble masonry without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc complete as per direction of departmental officers at site.

10.3

cum

1.004

OD538749/2025-2026:od1739558/2022_2023 :Dry rubble masonry without levelling course with good quality blasted rubble including packing to compactness and levels for road protection to withstand the dynamic load due to moving traffic including cost and conveyance of all materials, labour charges etc complete as per direction of departmental officers .

145.8

cum

1.005

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

14.6

cum

1.006

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

180

sqm

1.007

4.1.A.1: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. (i) For Grading I Material

13.2

cum

1.008

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

27.9

cum

1.009

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

186

sqm