Kerala

Technical Eval

Works

Miscellaneous Works

LAC - ADS - Nannambra GP- (Project No. 25146) - Thacharakkal Kunjhimoideen Smaraka Rd, Chirakkott Thazham Stadium Rd, Kakkadpaadam - Pallikkathazham Rd, Kaariyil Rd, Shihab Thangal Smaraka Rd, Velliyamburam Chooralkunnu Mundiyandhira Rd

Steel Industrials Kerala Limited

Nannambra | Malappuram, Kerala

Amount: ₹61.2 LCloses: 21 May 2026Closed

Timeline

Published14 May 2026
Closed21 May 2026
Technical Evaluation25 May 2026
Award—

Bids

3 Bids25 May 2026

#	Company	Status
1	K. Abdul Rahim Accepted-Technical	Accepted-Technical Technically Qualified
2	P BASHEER Accepted-Technical	Accepted-Technical Technically Qualified
3	P. MOHAMMED Accepted-Technical	Accepted-Technical Technically Qualified

Tender Value

₹61.2 L

EMD Value

₹50,000

Closing Date

21 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Unit In-Charge

Address

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

Work Description

LAC - ADS - Nannambra GP- (Project No. 25146) - Thacharakkal Kunjhimoideen Smaraka Rd, Chirakkott Thazham Stadium Rd, Kakkadpaadam - Pallikkathazham Rd, Kaariyil Rd, Shihab Thangal Smaraka Rd, Velliyamburam Chooralkunnu Mundiyandhira Rd

Tender Information

Tender ID

2026_SILK_850864_1

Reference Number

SILK/SBU(B)/F-629/2026-27/057

Tender Type

Open Tender

Product Category

Miscellaneous Works

Form of Contract

Item Rate

Period of Work

365 days

Location

Nannambra

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

25 May 2026

Published

14 May 2026

Bid Opening

22 May 2026

Download Starts

14 May 2026

Download Ends

21 May 2026

Submission Starts

14 May 2026

Clarification Period

14 May 2026 - 21 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (26 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix - A - Thacharakkal Kunjimoideen Smaraka Road
1.01	OD274208/2025-2026 OD from Mord 3.3 and 3.40 Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.	0.6	cum	-	-
1.02	4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	109.98	cum	-	-
1.03	OD247980/2025-2026 Modified 75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) with out form work laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, 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)	1	cum	-	-
1.04	OD247981/2025-2026 Providing and fixing granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 ( 1 cement 4 course sand) including all charges etc . complete at all levels, including lettering fixing.	-	each	-	-
2Appendix -B - Chirakkott Thazham Stadium Road
2.01	OD395107/2025-2026 [OD From DAR 2.8.1] Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil	-	cum	-	-
2.02	OD248009/2025-2026 OD from DAR 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.	-	cum	-	-
2.03	OD248011/2025-2026 OD from Mord 3.3 and 3.40 Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.	1	cum	-	-
2.04	4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

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_1437678.xls

BOQ • 0.31 MB

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Company

K. Abdul Rahim

Accepted-Technical

P BASHEER

Accepted-Technical

P. MOHAMMED

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix - A - Thacharakkal Kunjimoideen Smaraka Road
1.01	OD274208/2025-2026 OD from Mord 3.3 and 3.40 Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.	0.6	cum	-	-
1.02	4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	109.98	cum	-	-
1.03	OD247980/2025-2026 Modified 75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) with out form work laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, 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)	1	cum	-	-
1.04	OD247981/2025-2026 Providing and fixing granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 ( 1 cement 4 course sand) including all charges etc . complete at all levels, including lettering fixing.	-	each	-	-
2Appendix -B - Chirakkott Thazham Stadium Road
2.01	OD395107/2025-2026 [OD From DAR 2.8.1] Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil	-	cum	-	-
2.02	OD248009/2025-2026 OD from DAR 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.	-	cum	-	-
2.03	OD248011/2025-2026 OD from Mord 3.3 and 3.40 Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.	1	cum	-	-
2.04	4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix - A - Thacharakkal Kunjimoideen Smaraka Road

1.01

OD274208/2025-2026 OD from Mord 3.3 and 3.40 Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.

0.6

cum

1.02

4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

109.98

cum

1.03

OD247980/2025-2026 Modified 75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) with out form work laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, 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)

cum

1.04

OD247981/2025-2026 Providing and fixing granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 ( 1 cement 4 course sand) including all charges etc . complete at all levels, including lettering fixing.

each

2Appendix -B - Chirakkott Thazham Stadium Road

2.01

OD395107/2025-2026 [OD From DAR 2.8.1] Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

cum

2.02

OD248009/2025-2026 OD from DAR 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.

cum

2.03

OD248011/2025-2026 OD from Mord 3.3 and 3.40 Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.

cum

2.04

cum