Kerala

Active

Works

Civil Works - Roads

Project No.37/2026-27 Maintanance of Chelikkuzhi Mattappally road -Ward 11 Akalakunnam GP

Local Self Government Department

AKALAKUNNAM | Kottayam, Kerala

Amount: ₹3.2 LCloses: 5 Oct 2026

Timeline

Published26 Sept 2026
Closes5 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹3.2 L

EMD Value

₹7,961

Closing Date

5 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Office of the Assistant Engineer Akalakunnam

Address

Office of the Assistant Engineer Akalakunnam

Work Description

Project No.37/2026-27 Maintanance of Chelikkuzhi Mattappally road -Ward 11 Akalakunnam GPAkalakunnam GP

Tender Information

Tender ID

2026_LSGD_872854_12

Reference Number

ET03/27/Dtd 26/09/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

AKALAKUNNAM

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of preliminary agreement (.pdf)

RequiredScanned copy of E Payment form (.pdf)

RequiredScanned copy of Integrity pact certificate (.pdf)

RequiredScanned copy of Affidavit (.pdf)

RequiredScanned copy of Form of Tender (.pdf)

RequiredSBD Downloaded from E Tender web site (.pdf)

RequiredTender Schedule ( BOQ ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹705

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹7,961

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

26 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance
1.001	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	53.75	sqm	-	-
1.002	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	333	sqm	-	-
1.003	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual 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 Manual Means <br> Type A <br> (II) Bitumen (S-65)	333	sqm	-	-
1.004	OD189079/2026-2027:surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish to the sides of the road, lead up to 50 m and lift up to 1.5 m. All kinds of soil.	3	sqm	-	-
1.005	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	18.41	cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.09 MB

Work Item Documents

37viewnit.pdf

Tender Documents • 0.03 MB

37viewsbdcompressed.pdf

Tender Documents • 0.64 MB

BOQ_1481130.xls

BOQ • 0.30 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance
1.001	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	53.75	sqm	-	-
1.002	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	333	sqm	-	-
1.003	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual 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 Manual Means <br> Type A <br> (II) Bitumen (S-65)	333	sqm	-	-
1.004	OD189079/2026-2027:surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish to the sides of the road, lead up to 50 m and lift up to 1.5 m. All kinds of soil.	3	sqm	-	-
1.005	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	18.41	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Maintenance

1.001

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

53.75

sqm

1.002

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

333

sqm

1.003

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)

333

sqm

1.004

OD189079/2026-2027:surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish to the sides of the road, lead up to 50 m and lift up to 1.5 m. All kinds of soil.

sqm

1.005

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

18.41

cum