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Annual Plan-2026-27- P.No.78-26-27-THEKKUMTHARA KARIKKALOD ROAD MAINTENANCE-VENGAPALLY GP

Local Self Government Department

VENGAPALLI GP | Wayanad, Kerala

Amount: ₹9.3 LCloses: 17 Oct 20266d left

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Timeline

Published8 Oct 2026
Closes17 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹9.3 L

EMD Value

₹23,299

Closing Date

17 Oct 2026, 4:00 pm6d left

Tender Inviting Organisation

Name

AELIDEW SECTION VENGAPALLI SECTION

Address

AELIDEW SECTION VENGAPALLI SECTION

Work Description

Annual Plan-2026-27- P.No.78-26-27-THEKKUMTHARA KARIKKALOD ROAD MAINTENANCE-VENGAPALLY GP

Tender Information

Tender ID

2026_LSGD_877448_2

Reference Number

AE/LIDEW/VGPY/ETEND/02/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

VENGAPALLI 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

RequiredFilled BOQ in Excel Format (.xls)

RequiredScanned Copy of Registration Certificate (License) (.pdf)

RequiredScanned copy of Filled and signed Preliminary agreement (.pdf)

RequiredFilled up and signed E-Payment form and GST certificate (.pdf)

RequiredScanned copy of Affidavit and Integrity pact certificate . (.pdf)

RequiredScanned copy of form of tender (.pdf)

RequiredStandard bid document with NIT with signature of contractor (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,055

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹23,299

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

8 Oct 2026

Download Ends

17 Oct 2026

Submission Starts

8 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Retaring
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	930	sqm	-	-
1.002	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	128.25	cum	-	-
1.003	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	930	sqm	-	-
1.004	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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.	930	sqm	-	-
1.005	75.5.11.1.B.2pb:Mix Seal Surfacing - Manual Means - Type B - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type B <br> (II) Bitumen (S-65)	930	sqm	-	-
1.006	OD189804/2026-2027:Filling with Contractor own earth (excluding rock) in open areas in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering. lead up to 50m and lift up to 1.5m as per direction of Site Engineer-in	37.2	cum	-	-
1.007	OD173755/2026-2027:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick,GI pipe 50mm fixing to ground using concrete M15of size 300x300x450mm	1	1 nos	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.48 MB

Tendernotice_2.pdf

PDF • 0.07 MB

Tendernotice_3.pdf

PDF • 0.06 MB

Tendernotice_4.pdf

PDF • 0.07 MB

Tendernotice_5.pdf

PDF • 0.06 MB

Tendernotice_6.pdf

PDF • 0.28 MB

Work Item Documents

sbd.pdf

Tender Documents • 2.11 MB

BOQ_1491078.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Retaring
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	930	sqm	-	-
1.002	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	128.25	cum	-	-
1.003	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	930	sqm	-	-
1.004	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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.	930	sqm	-	-
1.005	75.5.11.1.B.2pb:Mix Seal Surfacing - Manual Means - Type B - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type B <br> (II) Bitumen (S-65)	930	sqm	-	-
1.006	OD189804/2026-2027:Filling with Contractor own earth (excluding rock) in open areas in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering. lead up to 50m and lift up to 1.5m as per direction of Site Engineer-in	37.2	cum	-	-
1.007	OD173755/2026-2027:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick,GI pipe 50mm fixing to ground using concrete M15of size 300x300x450mm	1	1 nos	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Retaring

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.

930

sqm

1.002

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

128.25

cum

1.003

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

930

sqm

1.004

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.

930

sqm

1.005

75.5.11.1.B.2pb:Mix Seal Surfacing - Manual Means - Type B - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type B (II) Bitumen (S-65)

930

sqm

1.006

OD189804/2026-2027:Filling with Contractor own earth (excluding rock) in open areas in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering. lead up to 50m and lift up to 1.5m as per direction of Site Engineer-in

37.2

cum

1.007

OD173755/2026-2027:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick,GI pipe 50mm fixing to ground using concrete M15of size 300x300x450mm

1 nos