Kerala

To Be Opened

Works

Civil Works - Roads

Maintenance to Homeo dispencary Mayyala Peedika Valiya canal road retarring-1817 /25

Local Self Government Department

ELAYAVOOR ZONAL | Kannur, Kerala

Amount: ₹6.6 LCloses: 2 Jun 2026Closed

Timeline

Published26 May 2026
Closed2 Jun 2026
Bid Opening4 Jun 2026

Tender Value

₹6.6 L

EMD Value

₹16,563

Closing Date

2 Jun 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

SMITHA T V

Address

Assistant Engineer, Elayavoor Zonal, Kannur Muncipal Corporation

Work Description

Maintenance to Homeo dispencary Mayyala Peedika Valiya canal road retarring-1817 /25

Tender Information

Tender ID

2026_LSGD_852906_2

Reference Number

E1 2412506/2024 Dt.23/05/2026 (T1)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

ELAYAVOOR ZONAL

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE - PAYMENT FORM (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,465

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,563

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 May 2026

Published

26 May 2026

Bid Opening

4 Jun 2026

Download Starts

26 May 2026

Download Ends

2 Jun 2026

Submission Starts

26 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retarring
1.001	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	-	-
1.002	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	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	-	cum	-	-
1.005	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	-	-
1.006	OD306389/2025-2026:Lettering with black japan paint of approved brand and manufacture	-	each	-	-
1.007	OD306390/2025-2026:Supplying and fitting nameboard of size 75x45cm made with gi plain sheet 1.25 mm thick (class III) fitted with 35x35x5mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2nos 40mm gi pipe vertically 1.5m above from ground level and fitting in cement concrete 1:2:4 40x40x40 cm including cost and conveyance of all materials and labour charges fabricating etc complete	-	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 • 1.54 MB

Tendernotice_2.pdf

PDF • 0.29 MB

Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

BOQ_1441192.xls

BOQ • 0.30 MB

agree.pdf

Tender Documents • 0.30 MB

affida.pdf

Tender Documents • 0.28 MB

form.pdf

Tender Documents • 0.34 MB

sbd.pdf

Tender Documents • 1.74 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retarring
1.001	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	-	-
1.002	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	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	-	cum	-	-
1.005	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	-	-
1.006	OD306389/2025-2026:Lettering with black japan paint of approved brand and manufacture	-	each	-	-
1.007	OD306390/2025-2026:Supplying and fitting nameboard of size 75x45cm made with gi plain sheet 1.25 mm thick (class III) fitted with 35x35x5mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2nos 40mm gi pipe vertically 1.5m above from ground level and fitting in cement concrete 1:2:4 40x40x40 cm including cost and conveyance of all materials and labour charges fabricating etc complete	-	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Retarring

1.001

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

1.002

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

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

cum

1.005

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

cum

1.006

OD306389/2025-2026:Lettering with black japan paint of approved brand and manufacture

each

1.007

OD306390/2025-2026:Supplying and fitting nameboard of size 75x45cm made with gi plain sheet 1.25 mm thick (class III) fitted with 35x35x5mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2nos 40mm gi pipe vertically 1.5m above from ground level and fitting in cement concrete 1:2:4 40x40x40 cm including cost and conveyance of all materials and labour charges fabricating etc complete

each