Kerala

To Be Opened

Works

Civil Works - Roads

PROJECT NO - 132/27-MANKUDI MOOLAPARAMBU ROAD TARRING IN WARD 3

Local Self Government Department

Kooroppada GP | Kottayam, Kerala

Amount: ₹3.0 LCloses: 9 Oct 2026Closed

Timeline

Published30 Sept 2026
Closed9 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹3.0 L

EMD Value

₹7,410

Closing Date

9 Oct 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer, LIDEW Section, Kooroppada GP

Address

Assistant Engineer, LIDEW Section, Kooroppada GP

Work Description

PROJECT NO - 132/27-MANKUDI MOOLAPARAMBU ROAD TARRING IN WARD 3

Tender Information

Tender ID

2026_LSGD_867540_18

Reference Number

E2/37/AE/LIDEW/KPDA/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Period of Work

240 days

Location

Kooroppada 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 Security remittance, Bid submission fee remittance (.pdf)

RequiredBidder valid registration certificate, Requisition for E-payment (.pdf)

RequiredIntegrity Pact Certificate (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredAffidavit, Bid submission Letter (.pdf)

RequiredBid document with NIT, GST Registration certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹655

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹7,410

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

30 Sept 2026

Download Ends

9 Oct 2026

Submission Starts

30 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Tarring
1.001	OD43630/2026-2027: Surface dressing of the ground including removing vegetation and in -equalities not exceeding 15cm deep and disposal of rubbish, lead upto 1.5m and filling the sides the carriage way.All kinds of soil	264.6	per 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	39.69	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	264.6	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.	264.6	sqm	-	-
1.005	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual 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 Manual Means Type A (II) Bitumen (S-65)	264.6	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.63 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

NIT132.pdf

Tender Documents • 0.03 MB

SBD132.pdf

Tender Documents • 1.93 MB

BOQ_1485630.xls

BOQ • 0.22 MB

agt132.pdf

Tender Documents • 0.27 MB

form132.pdf

Tender Documents • 0.26 MB

aff132.pdf

Tender Documents • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Tarring
1.001	OD43630/2026-2027: Surface dressing of the ground including removing vegetation and in -equalities not exceeding 15cm deep and disposal of rubbish, lead upto 1.5m and filling the sides the carriage way.All kinds of soil	264.6	per 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	39.69	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	264.6	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.	264.6	sqm	-	-
1.005	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual 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 Manual Means Type A (II) Bitumen (S-65)	264.6	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Tarring

1.001

OD43630/2026-2027: Surface dressing of the ground including removing vegetation and in -equalities not exceeding 15cm deep and disposal of rubbish, lead upto 1.5m and filling the sides the carriage way.All kinds of soil

264.6

per 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

39.69

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

264.6

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.

264.6

sqm

1.005

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

264.6

sqm