Kerala

To Be Opened

Works

Civil Works - Roads

90/ 27 / RENNOVATION OF ONAMPALLIL THARAMKKINI ROAD WARD 15

Local Self Government Department

Kandalloor | Alappuzha, Kerala

Amount: ₹5.8 LCloses: 28 Sept 2026Closed

Timeline

Published19 Sept 2026
Closed28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹5.8 L

EMD Value

₹14,448

Closing Date

28 Sept 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Nayana D

Address

Kandallor GP

Work Description

90/ 27 / RENNOVATION OF ONAMPALLIL THARAMKKINI ROAD WARD 15

Tender Information

Tender ID

2026_LSGD_871084_4

Reference Number

T1/2026-27/AE LID EW/Kandalloor/new6retender2

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

360 days

Location

Kandalloor

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

Requiredboq (.xls)

Requiredsbd (.pdf)

Requirednit (.pdf)

Requiredfot (.pdf)

Requiredpa (.pdf)

Requiredepaymentform (.pdf)

Requiredaffidavit (.pdf)

Requiredintegritypactcertificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,275

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,448

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

19 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of Roads
1.001	OD153268/2026-2027:Scarifying the existing surface/ bituminous surface using mechanical means to a depth of 150 mm by mechanical means & rolled at same road area with static roller	759	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	57.45	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	759	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.	759	sqm	-	-
1.005	75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical Means - Type A - 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 Mechanical Means <br> Type A <br> (II) Bitumen (S-65)	759	sqm	-	-
1.006	OD173295/2026-2027:Supplying and fixing information board 75*60 cm size using GI pipes and post & 1mm sheet surrounded by MS angles including painting lettering and fixing in concrete etc complete	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.33 MB

Work Item Documents

onampalliltharangini_01385642936760LSGD_CELSGD_FL_65389_2026I.xls

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of Roads
1.001	OD153268/2026-2027:Scarifying the existing surface/ bituminous surface using mechanical means to a depth of 150 mm by mechanical means & rolled at same road area with static roller	759	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	57.45	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	759	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.	759	sqm	-	-
1.005	75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical Means - Type A - 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 Mechanical Means <br> Type A <br> (II) Bitumen (S-65)	759	sqm	-	-
1.006	OD173295/2026-2027:Supplying and fixing information board 75*60 cm size using GI pipes and post & 1mm sheet surrounded by MS angles including painting lettering and fixing in concrete etc complete	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Renovation of Roads

1.001

OD153268/2026-2027:Scarifying the existing surface/ bituminous surface using mechanical means to a depth of 150 mm by mechanical means & rolled at same road area with static roller

759

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

57.45

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

759

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.

759

sqm

1.005

75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical Means - Type A - 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 Mechanical Means Type A (II) Bitumen (S-65)

759

sqm

1.006

OD173295/2026-2027:Supplying and fixing information board 75*60 cm size using GI pipes and post & 1mm sheet surrounded by MS angles including painting lettering and fixing in concrete etc complete

each