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Miscellaneous Works

Renovation works of Ramayyar SC Colony, Balussery LAC, Kozhikode District

Steel Industrials Kerala Limited

Kozhikode, Kerala

Amount: ₹79.0 LCloses: 14 Oct 20263d left

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Timeline

Published7 Oct 2026
Closes14 Oct 2026
Bid Opening15 Oct 2026

Tender Value

₹79.0 L

EMD Value

₹50,000

Closing Date

14 Oct 2026, 12:00 pm3d left

Tender Inviting Organisation

Name

Unit In-Charge

Address

STEEL INDUSTRIALS KERALA LTD Ship Breaking Unit, Beypore, Kozhikode - 673015

Work Description

Renovation works of Ramayyar SC Colony, Balussery LAC, Kozhikode District

Tender Information

Tender ID

2026_SILK_877033_1

Reference Number

SILK/SBU(B)/F-628/2026-27/542

Tender Type

Open Tender

Product Category

Miscellaneous Works

Form of Contract

Item Rate

Period of Work

305 days

Location

Kozhikode

Source Website

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Eligibility / Pre-Qualification

As per the tender documents

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredSCANNED COPY OF TENDER NOTICE SIGNED AND SEALED (.pdf)

RequiredSCANNED COPY OF GENERAL CONDITIONS OF CONTRACT SIGNED AND SEALED IN ALL PAGES (.pdf)

RequiredSCANNED COPY OF ANY OTHER SUPPORTING DOCUMENT (.pdf)

RequiredPROFILE (.pdf)

RequiredEMPANELMENT CERTIFICATE (.pdf)

Finance

RequiredPRICE BID (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,950

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

15 Oct 2026

Download Starts

7 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

7 Oct 2026

Clarification Period

7 Oct 2026 - 14 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (91 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ELECTRICAL WORK
1.01	OD110036/2025-2026 Supply and Installation of 6 m GI pole with 24 W LED luminary light, integratedlithium phosphate battery, 75W Solar panel for improved performance, and erection and commissioning. The cost of installation includes the foundation cost, also of 0.45 x 0.45 x 1.25 mtr, PCC 0.70 x 0.70 x 0.10 m, mat 0.70 x 0.70 x 0.15 m, and pedestal top 0.45 x 0.45 & 0.30 mtr above ground level, including 20kg reinforcement. etc all complete.	7	each	-	-
2PHC ULLANKUNNUMMAL ROAD COMPLETION (Gopi House to Prabhakaran)
2.01	2.28.1 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil	176	sqm	-	-
2.02	OD95036/2026-2027 (OD Derived from MORD 3.5.2) Excavation in Soil with a dozer lead up to 100 m. Excavation for roadway in soil by mechanical means, including cutting and pushing the earth to the site of embankment up to a distance of 100 m, including trimming bottom and side slopes in accordance with the requirements of lines, grades, and cross-sections.	67.2	cum	-	-
2.03	OD95043/2026-2027 (OD Derived from MORD 3.5.1)Excavation in cutting in Soil by manual means with a lead upto 50 m. Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.5 m and lead up to 50 m as per Technical Specification Clause 302.3	100.3	cum	-	-
2.04	2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	49.5	cum	-	-
2.05	60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	296.85	cum	-	-
2.06	5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	113	sqm	-	-
2.07	4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	11.3	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 • 0.42 MB

Work Item Documents

GCC.pdf

Tender Documents • 0.34 MB

PROFILE.pdf

Additional Documents • 0.03 MB

BOQ_1490044.xls

BOQ • 0.35 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ELECTRICAL WORK
1.01	OD110036/2025-2026 Supply and Installation of 6 m GI pole with 24 W LED luminary light, integratedlithium phosphate battery, 75W Solar panel for improved performance, and erection and commissioning. The cost of installation includes the foundation cost, also of 0.45 x 0.45 x 1.25 mtr, PCC 0.70 x 0.70 x 0.10 m, mat 0.70 x 0.70 x 0.15 m, and pedestal top 0.45 x 0.45 & 0.30 mtr above ground level, including 20kg reinforcement. etc all complete.	7	each	-	-
2PHC ULLANKUNNUMMAL ROAD COMPLETION (Gopi House to Prabhakaran)
2.01	2.28.1 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil	176	sqm	-	-
2.02	OD95036/2026-2027 (OD Derived from MORD 3.5.2) Excavation in Soil with a dozer lead up to 100 m. Excavation for roadway in soil by mechanical means, including cutting and pushing the earth to the site of embankment up to a distance of 100 m, including trimming bottom and side slopes in accordance with the requirements of lines, grades, and cross-sections.	67.2	cum	-	-
2.03	OD95043/2026-2027 (OD Derived from MORD 3.5.1)Excavation in cutting in Soil by manual means with a lead upto 50 m. Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.5 m and lead up to 50 m as per Technical Specification Clause 302.3	100.3	cum	-	-
2.04	2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	49.5	cum	-	-
2.05	60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	296.85	cum	-	-
2.06	5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	113	sqm	-	-
2.07	4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	11.3	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ELECTRICAL WORK

1.01

OD110036/2025-2026 Supply and Installation of 6 m GI pole with 24 W LED luminary light, integratedlithium phosphate battery, 75W Solar panel for improved performance, and erection and commissioning. The cost of installation includes the foundation cost, also of 0.45 x 0.45 x 1.25 mtr, PCC 0.70 x 0.70 x 0.10 m, mat 0.70 x 0.70 x 0.15 m, and pedestal top 0.45 x 0.45 & 0.30 mtr above ground level, including 20kg reinforcement. etc all complete.

each

2PHC ULLANKUNNUMMAL ROAD COMPLETION (Gopi House to Prabhakaran)

2.01

2.28.1 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil

176

sqm

2.02

OD95036/2026-2027 (OD Derived from MORD 3.5.2) Excavation in Soil with a dozer lead up to 100 m. Excavation for roadway in soil by mechanical means, including cutting and pushing the earth to the site of embankment up to a distance of 100 m, including trimming bottom and side slopes in accordance with the requirements of lines, grades, and cross-sections.

67.2

cum

2.03

OD95043/2026-2027 (OD Derived from MORD 3.5.1)Excavation in cutting in Soil by manual means with a lead upto 50 m. Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.5 m and lead up to 50 m as per Technical Specification Clause 302.3

100.3

cum

2.04

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

49.5

cum

2.05

60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

296.85

cum

2.06

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

113

sqm

2.07

4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

11.3

cum