Kerala

To Be Opened

Works

Civil Works - Roads

Petty Ward-56-Patch works at various roads in Pallikkunnu Zonal

Local Self Government Department

Pallikkunnu Zonal | Kannur, Kerala

Amount: ₹80,266Closes: 26 Sept 2026Closed

Timeline

Published21 Sept 2026
Closed26 Sept 2026
Bid Opening28 Sept 2026

Tender Value

₹80,266

EMD Value

₹2,007

Closing Date

26 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

LSGD Section, , Pallikkunnu Zonal

Work Description

Patch works at various roads

Tender Information

Tender ID

2026_LSGD_871598_3

Reference Number

AE/LSGD/Pk/Etender/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Pallikkunnu Zonal

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

Required1) Copy of Remittance towards Bid Submission fee and Bid security. (.pdf)

Required2) Copy of Conformation of Bid Submission in the E-tenders portal. (.pdf)

Required3) Self attested copy of the bidders valid registration certificate in Kerala PWD,CPWD or other appr (.pdf)

Required4) Duly filled and signed copy of bid submission letter as per item no.1 part VI of this Bid documen (.pdf)

Required5) Duly filled and signed copy of preliminary agreement as per item no.2 part VI of this Bid docume (.pdf)

Required6) Duly filled and signed copy of integrity pact certificate as per item no.3 part VI of this Bid d (.pdf)

Required7) Duly filled and signed copy of affidavit as per item no.4 part VI of this Bid document in origin (.pdf)

Required8) Duly filled and signed copy of requisition for E-payment form as per item no.6 part VI of this B (.pdf)

Required9) Bid security excemption certificate if any. (.pdf)

Required10) Filled tender document (.pdf)

Required11)Tender Schedule BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2,007

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Sept 2026

Published

21 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

21 Sept 2026

Download Ends

26 Sept 2026

Submission Starts

21 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Detailed estimate
1.001	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead	13.5	cum	-	-
1.002	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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	135	sqm	-	-
1.003	75.5.6.A.1.2pb:Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. <br> (A) By Manual Means <br> Case - I: Nominal Chipping Size 13.2 mm <br> II Bitumen S-65	135	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.37 MB

Work Item Documents

BOQ_1477518.xls

BOQ • 0.23 MB

Tenderdocument.pdf

Tender Documents • 1.91 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Detailed estimate
1.001	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead	13.5	cum	-	-
1.002	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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	135	sqm	-	-
1.003	75.5.6.A.1.2pb:Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. <br> (A) By Manual Means <br> Case - I: Nominal Chipping Size 13.2 mm <br> II Bitumen S-65	135	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Detailed estimate

1.001

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

13.5

cum

1.002

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

135

sqm

1.003

75.5.6.A.1.2pb:Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. (A) By Manual Means Case - I: Nominal Chipping Size 13.2 mm II Bitumen S-65

135

sqm