Kerala

To Be Opened

Works

Civil Works - Roads

GENERAL-Annual Plan-RETENDER-Post office road maintenance ward 15 OF KOTTAYAM MUNICIPALITY-KTYM 1002/26-General Civil Work-Annual Plan-Post office road maintenance ward 15 OF KOTTAYAM MUNICIPALITY-KTYM 1002/26-General Civil Work-General Civil Work

Local Self Government Department

OFFICE OF EXECUTIVE ENGINEER, KOTTAYAM MUNICIPALIT | Kottayam, Kerala

Amount: ₹4.2 LCloses: 10 Aug 2026Closed

Timeline

Published4 Aug 2026
Closed10 Aug 2026
Bid Opening11 Aug 2026

Tender Value

₹4.2 L

EMD Value

₹10,583

Closing Date

10 Aug 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

BIJIMOLE, MUNICIPAL ENGINEER

Address

OFFICE OF EXECUTIVE ENGINEER, KOTTAYAM MUNICIPALITY

Work Description

GENERAL-Annual Plan-RETENDER-Post office road maintenance ward 15 OF KOTTAYAM MUNICIPALITY-KTYM 1002/26-General Civil Work-Annual Plan-Post office road maintenance ward 15 OF KOTTAYAM MUNICIPALITY-KTYM 1002/26-General Civil Work-General Civil Work

Tender Information

Tender ID

2026_LSGD_860603_2

Reference Number

2/AE/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

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 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 WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,583

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Aug 2026

Published

4 Aug 2026

Bid Opening

11 Aug 2026

Download Starts

4 Aug 2026

Download Ends

10 Aug 2026

Submission Starts

4 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Re -tarrring
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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	-	-
1.002	OD532472/2025-2026:(OD from MoRD 6.7.1) Interlocking Concrete Block Pavement. Providing and laying Interlocking concrete block pavements having thickness 80mm as per drawings and technical specifications. clause 1504	-	sqm	-	-
1.003	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	-	-
1.004	75.5.5.B.2pb:Modified Penetration Macadam 75 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	-	-
1.005	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	-	-
1.006	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	-	-
1.007	OD506003/2025-2026:- Random rubble masonry with hard stone in foundation and superstructure including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc	1	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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.10 MB

Work Item Documents

PAretenderPOSTOFFICE.pdf

Tender Documents • 0.08 MB

FOTpostofficeRETENDER.pdf

Tender Documents • 0.07 MB

AFFIDAVITpostofficeRETENDER.pdf

Tender Documents • 0.06 MB

EPAYMENT.pdf

Tender Documents • 0.06 MB

INTEGRITYPACTCERTIFICATEpact.pdf

Tender Documents • 0.06 MB

viewsbdretenderpostoffice.pdf

Tender Documents • 2.13 MB

BOQ_1461591.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Re -tarrring
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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	-	-
1.002	OD532472/2025-2026:(OD from MoRD 6.7.1) Interlocking Concrete Block Pavement. Providing and laying Interlocking concrete block pavements having thickness 80mm as per drawings and technical specifications. clause 1504	-	sqm	-	-
1.003	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	-	-
1.004	75.5.5.B.2pb:Modified Penetration Macadam 75 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	-	-
1.005	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	-	-
1.006	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	-	-
1.007	OD506003/2025-2026:- Random rubble masonry with hard stone in foundation and superstructure including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc	1	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Re -tarrring

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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

1.002

OD532472/2025-2026:(OD from MoRD 6.7.1) Interlocking Concrete Block Pavement. Providing and laying Interlocking concrete block pavements having thickness 80mm as per drawings and technical specifications. clause 1504

sqm

1.003

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

1.004

75.5.5.B.2pb:Modified Penetration Macadam 75 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

1.005

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

1.006

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

1.007

OD506003/2025-2026:- Random rubble masonry with hard stone in foundation and superstructure including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc

cum