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Annual Plan-CHINNAKANAL GP 2026-27 SURIANELLI TO NAGAMALA ROAD MAINTENANCE -PRO NO 80-General Civil Work

Local Self Government Department

Chinnakanal GP | Idukki, Kerala

Amount: ₹18.6 LCloses: 7 Oct 2026

Timeline

Published28 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹18.6 L

EMD Value

₹46,610

Closing Date

7 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Reny S Paul

Address

Office of the Assistant Engineer, LID and EW Section, Chinnakanal Grama Panchayat

Work Description

Annual Plan-CHINNAKANAL GP 2026-27 SURIANELLI TO NAGAMALA ROAD MAINTENANCE -PRO NO 80-General Civil Work

Tender Information

Tender ID

2026_LSGD_872769_3

Reference Number

02/2026/AE/LID and EW/CKNL/II PHASE

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Chinnakanal GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredPrice Bid (BOQ) (.xls)

RequiredCopy of remittance towards bid submission fee and Bid Security. (.pdf)

RequiredSelf attested Copy of the bidders valid registration certificate. (.pdf)

RequiredDuly filled and signed copy of bid submission letter as per item no-1 Part-VI of bid document. (.pdf)

RequiredDuly filled and signed copy of preliminary agreement as per item no-2 Part-VI of bid document. (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate as per item no-3 Part-VI of bid document (.pdf)

RequiredDuly filled and signed copy of Affidavit as per item no-4 Part-VI of bid document. (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form as per item no-6 Part-VI of SBD. (.pdf)

RequiredSigned copy of Bid document with NIT. (.pdf)

RequiredSelf attested Copy of the bidders valid GST registration certificate. (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹46,610

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

28 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Estimate
1.001	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.	1,254	sqm	-	-
1.002	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	10.89	cum	-	-
1.003	OD11224/2026-2027:Rolling existing scarified material with Three wheel 80 -100 KN Static Roller on prepared surface, to achieve the desired density, profile , camber etc complete as per Technical Specification	1,254	sqm	-	-
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)	188.1	cum	-	-
1.005	OD11827/2026-2027:Providing and Fixing Good quality Granite Name board with engraved letters including cost of all materials, labour and conveyance.(750X500X18MM)	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Work Item Documents

BOQ_1481240.xls

BOQ • 0.30 MB

NIT.pdf

Tender Documents • 0.03 MB

SBD.pdf

Tender Documents • 2.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Estimate
1.001	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.	1,254	sqm	-	-
1.002	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	10.89	cum	-	-
1.003	OD11224/2026-2027:Rolling existing scarified material with Three wheel 80 -100 KN Static Roller on prepared surface, to achieve the desired density, profile , camber etc complete as per Technical Specification	1,254	sqm	-	-
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)	188.1	cum	-	-
1.005	OD11827/2026-2027:Providing and Fixing Good quality Granite Name board with engraved letters including cost of all materials, labour and conveyance.(750X500X18MM)	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Estimate

1.001

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.

1,254

sqm

1.002

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

10.89

cum

1.003

OD11224/2026-2027:Rolling existing scarified material with Three wheel 80 -100 KN Static Roller on prepared surface, to achieve the desired density, profile , camber etc complete as per Technical Specification

1,254

sqm

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)

188.1

cum

1.005

OD11827/2026-2027:Providing and Fixing Good quality Granite Name board with engraved letters including cost of all materials, labour and conveyance.(750X500X18MM)

each