Kerala

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Works

Civil Works - Roads

Payattinkadu Road Maintenance-

Local Self Government Department

kannadi gp | Palakkad, Kerala

Amount: ₹7.6 LCloses: 8 Oct 20265d left

Timeline

Published29 Sept 2026
Closes8 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹7.6 L

EMD Value

₹19,060

Closing Date

8 Oct 2026, 6:00 pm5d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

OFFICE OF ASST ENGINEER LIDEW SECTION KANNADI PALAKKAD

Work Description

Retarring

Tender Information

Tender ID

2026_LSGD_873263_33

Reference Number

ET1/AE/LIDEW/KNDY/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

240 days

Location

kannadi gp

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredBid submission letter as per item no-1 Part-VI (.pdf)

RequiredSigned Integrity pact certificate as per item no-3 PartVI (.pdf)

RequiredSigned Preliminary agreement as per item no-2 PartVI (.pdf)

RequiredRequisition for e-payment as per item no-6 PartVI and Valid GST registration certificate (.pdf)

RequiredSigned Affidavit as per item no-4 Part- VI and Bidder valid registration certificate (.pdf)

RequiredSigned copy of SBD with NIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,685

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹19,060

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

29 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

29 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road improvements
1.001	2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means	0.04	Hectare	-	-
1.002	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.	132.5	sqm	-	-
1.003	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	25.2	cum	-	-
1.004	OD50572/2026-2027:Granular Sub-base with local Materials (Table 400.13) (A) By Mix in Place Method normal Construction of granular sub-base by providing local material, spreading in uniform layers with manually mixing by mix in place method and compacting with Rammers to achieve the desired density, complete as per Technical Specification Clause 408. (i) Using naturally occuring gravel	12.6	cum	-	-
1.005	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	32.48	cum	-	-
1.006	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	216.5	sqm	-	-
1.007	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	216.5	sqm	-	-
1.008	OD50566/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.	8.31	cum	-	-
1.009	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	1,031.5	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.53 MB

Work Item Documents

BOQ_1483376.xls

BOQ • 0.31 MB

viewsbd.pdf

Tender Documents • 1.86 MB

viewnit.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road improvements
1.001	2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means	0.04	Hectare	-	-
1.002	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.	132.5	sqm	-	-
1.003	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	25.2	cum	-	-
1.004	OD50572/2026-2027:Granular Sub-base with local Materials (Table 400.13) (A) By Mix in Place Method normal Construction of granular sub-base by providing local material, spreading in uniform layers with manually mixing by mix in place method and compacting with Rammers to achieve the desired density, complete as per Technical Specification Clause 408. (i) Using naturally occuring gravel	12.6	cum	-	-
1.005	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	32.48	cum	-	-
1.006	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	216.5	sqm	-	-
1.007	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	216.5	sqm	-	-
1.008	OD50566/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.	8.31	cum	-	-
1.009	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	1,031.5	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road improvements

1.001

2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

0.04

Hectare

1.002

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.

132.5

sqm

1.003

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

25.2

cum

1.004

OD50572/2026-2027:Granular Sub-base with local Materials (Table 400.13) (A) By Mix in Place Method normal Construction of granular sub-base by providing local material, spreading in uniform layers with manually mixing by mix in place method and compacting with Rammers to achieve the desired density, complete as per Technical Specification Clause 408. (i) Using naturally occuring gravel

12.6

cum

1.005

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

32.48

cum

1.006

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

216.5

sqm

1.007

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

216.5

sqm

1.008

OD50566/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.

8.31

cum

1.009

75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

1,031.5

sqm