Kerala

To Be Opened

Works

Civil Works - Roads

RETENDER- MLA-SDF-2025-26 MLA SDF Ward 22-Sri Thiruvanchoor Radhakrishnan MLA Thirunakkara-Illathukadav Road Maintenance -General Civil Work

Local Self Government Department

OFFICE OF EXECUTIVE ENGINEER, KOTTAYAM MUNICIPALIT | Kottayam, Kerala

Amount: ₹5.9 LCloses: 15 Jul 2026Closed

Timeline

Published10 Jul 2026
Closed15 Jul 2026
Bid Opening16 Jul 2026

Tender Value

₹5.9 L

EMD Value

₹14,821

Closing Date

15 Jul 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

BIJIMOLE, MUNICIPAL ENGINEER

Address

OFFICE OF EXECUTIVE ENGINEER, KOTTAYAM MUNICIPALITY

Work Description

RETENDER- MLA-SDF-2025-26 MLA SDF Ward 22-Sri Thiruvanchoor Radhakrishnan MLA Thirunakkara-Illathukadav Road Maintenance -General Civil Work

Tender Information

Tender ID

2026_LSGD_856014_2

Reference Number

3/ME/MLA/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Supply and Service

Period of Work

180 days

Location

OFFICE OF EXECUTIVE ENGINEER, KOTTAYAM MUNICIPALIT

Source Website

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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 FORM OT TENDER (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSBD (.pdf)

RequiredBOQ (.xls)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredEPAYMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,821

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

10 Jul 2026

Published

10 Jul 2026

Bid Opening

16 Jul 2026

Download Starts

10 Jul 2026

Download Ends

15 Jul 2026

Submission Starts

10 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1retarring
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.	-	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.	-	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)	-	sqm	-	-
1.004	OD450110/2025-2026:Road Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish lead up to50m and lift up to15 m All kinds of soi	-	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)	-	cum	-	-
1.006	OD423347/2025-2026:Supplying and fixing granite board of size 75x60 cm size installed in appropriate place visible to public made of brick wall granite plague should be inserted and engraving letter etc; completed as per the direction of engineer in charge.(MoRD)	-	each	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.10 MB

Work Item Documents

BOQ_1454202.xls

BOQ • 0.30 MB

PAillathukadavuRETENDER.pdf

Tender Documents • 0.08 MB

FOTreILLATHU.pdf

Tender Documents • 0.07 MB

AFFIDAVITretenderILLATHUKADAV.pdf

Tender Documents • 0.06 MB

INTEGRITYPACTCERTIFICATEpact.pdf

Tender Documents • 0.06 MB

EPAYMENT.pdf

Tender Documents • 0.06 MB

viewsbdRETENDERILLATHUKADAV.pdf

Tender Documents • 2.08 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1retarring
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.	-	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.	-	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)	-	sqm	-	-
1.004	OD450110/2025-2026:Road Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish lead up to50m and lift up to15 m All kinds of soi	-	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)	-	cum	-	-
1.006	OD423347/2025-2026:Supplying and fixing granite board of size 75x60 cm size installed in appropriate place visible to public made of brick wall granite plague should be inserted and engraving letter etc; completed as per the direction of engineer in charge.(MoRD)	-	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1retarring

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.

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.

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)

sqm

1.004

OD450110/2025-2026:Road Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish lead up to50m and lift up to15 m All kinds of soi

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)

cum

1.006

OD423347/2025-2026:Supplying and fixing granite board of size 75x60 cm size installed in appropriate place visible to public made of brick wall granite plague should be inserted and engraving letter etc; completed as per the direction of engineer in charge.(MoRD)

each