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Miscellaneous Services

NCFRW-2023-24 - Mulanthuruthy Block Panchayath - Kallumada Thuruthikkarappadam road-Maintenance -General Civil Work

Rural Development Department

MULANTHURUTHY | Ernakulam, Kerala

Amount: Refer DocsCloses: 25 Jun 2026Closed

Timeline

Published18 Jun 2026
Closed25 Jun 2026
Financial Evaluation—
Award—

Tender Value

Refer Docs

EMD Value

₹21,186

Closing Date

25 Jun 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

SECRETARY

Address

MULANTHURUTHY BLOCK PANCHAYATH

Work Description

NCFRW-2023-24 - Mulanthuruthy Block Panchayath - Kallumada Thuruthikkarappadam road-Maintenance -General Civil Work

Tender Information

Tender ID

2026_CRD_856544_1

Reference Number

1/BDO/MLTY-2026-27

Tender Type

Open Tender

Product Category

Miscellaneous Services

Form of Contract

Item Rate

Location

MULANTHURUTHY

Source Website

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Eligibility / Pre-Qualification

NCFRW-2023-24 - Mulanthuruthy Block

Panchayath - Kallumada Thuruthikkarappadam

road-Maintenance -General Civil Work

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredLICENCE (.pdf)

RequiredINTEGRITY PACT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSBD (.pdf)

RequiredPAN CARD COPY (.pdf)

RequiredGST REGISTRATION (.pdf)

RequiredPAYMENT DETAILS (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,186

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Jul 2026

Published

18 Jun 2026

Bid Opening

27 Jun 2026

Download Starts

18 Jun 2026

Download Ends

25 Jun 2026

Submission Starts

18 Jun 2026

Clarification Period

18 Jun 2026 - 25 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
1.001	75.5.5.B.2pb:Modified Penetration Macadam 75 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.	-	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.	-	sqm	-	-
1.003	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.	-	sqm	-	-
1.004	OD435718/2025-2026:Providing and laying of interlocking concrete block pavements using 80mm M40 hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc. all complete as per the direction of engineer in charge.	-	sqm	-	-
1.005	OD432842/2025-2026:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Packed Bitumen rates and Antistripping Agent, 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) (Based on 75.5.11.1.A.2Z)	-	sqm	-	-
1.006	OD432895/2025-2026:Providing Plain cement concrete for road work EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1	1	cum	-	-
1.007	OD432844/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.90 sqm including engraving and painting letters etc complete as per direction of engineer-in-charge at site	-	sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

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Bid Opening Summary

finance_1447758.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

BOQ_1447758.xls

BOQ • 0.30 MB

viewnit.pdf

Tender Documents • 0.02 MB

viewsbd.pdf

Tender Documents • 1.87 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
1.001	75.5.5.B.2pb:Modified Penetration Macadam 75 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.	-	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.	-	sqm	-	-
1.003	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.	-	sqm	-	-
1.004	OD435718/2025-2026:Providing and laying of interlocking concrete block pavements using 80mm M40 hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc. all complete as per the direction of engineer in charge.	-	sqm	-	-
1.005	OD432842/2025-2026:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Packed Bitumen rates and Antistripping Agent, 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) (Based on 75.5.11.1.A.2Z)	-	sqm	-	-
1.006	OD432895/2025-2026:Providing Plain cement concrete for road work EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1	1	cum	-	-
1.007	OD432844/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.90 sqm including engraving and painting letters etc complete as per direction of engineer-in-charge at site	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road

1.001

75.5.5.B.2pb:Modified Penetration Macadam 75 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.

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.

sqm

1.003

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.

sqm

1.004

OD435718/2025-2026:Providing and laying of interlocking concrete block pavements using 80mm M40 hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc. all complete as per the direction of engineer in charge.

sqm

1.005

OD432842/2025-2026:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Packed Bitumen rates and Antistripping Agent, 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) (Based on 75.5.11.1.A.2Z)

sqm

1.006

OD432895/2025-2026:Providing Plain cement concrete for road work EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1

cum

1.007

OD432844/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.90 sqm including engraving and painting letters etc complete as per direction of engineer-in-charge at site

sqm