Kerala

Technical Eval

Works

Miscellaneous Works

LAC - ADS - Project No. LAC 24122 - Perinthalmanna Constituency Asset Development Project - Aliparamba Grama Panchayath - 1.Thiruthilthode Side Protection, 2.Thiruthilathode Juma Masjid Pathway Renovation

Steel Industrials Kerala Limited

Perinthalmanna | Malappuram, Kerala

Amount: ₹7.9 LCloses: 15 May 2026Closed

Timeline

Published8 May 2026
Closed15 May 2026
Technical Evaluation20 May 2026
Award—

Bids

3 Bids20 May 2026

#	Company	Status
1	ABBAS THOOLIYATH Accepted-Technical	Accepted-Technical Technically Qualified
2	Ashraf K Accepted-Technical	Accepted-Technical Technically Qualified
3	Basheer Kandappadi Accepted-Technical	Accepted-Technical Technically Qualified

Tender Value

₹7.9 L

EMD Value

₹19,702

Closing Date

15 May 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Unit In-Charge

Address

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

Work Description

LAC - ADS - Project No. LAC 24122 - Perinthalmanna Constituency Asset Development Project - Aliparamba Grama Panchayath - 1.Thiruthilthode Side Protection, 2.Thiruthilathode Juma Masjid Pathway Renovation

Tender Information

Tender ID

2026_SILK_849827_1

Reference Number

SILK/SBU(B)/F-634/2026-27/055

Tender Type

Open Tender

Product Category

Miscellaneous Works

Form of Contract

Item Rate

Period of Work

365 days

Location

Perinthalmanna

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

₹1,860

EMD Fee Amount

₹19,702

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

20 May 2026

Published

8 May 2026

Bid Opening

16 May 2026

Download Starts

8 May 2026

Download Ends

15 May 2026

Submission Starts

8 May 2026

Clarification Period

8 May 2026 - 15 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APP A : THIRUTHIL THODE SIDE PROTECTION
1.01	OD209727/2025-2026 [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	-	-
1.02	OD218370/2025-2026 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.	79.08	cum	-	-
1.03	OD218371/2025-2026 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	-	-
1.04	OD218374/2025-2026 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 without formwork	-	cum	-	-
1.05	OD218405/2025-2026 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	-	-
1.06	13.3 Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202	-	tonne	-	-
2APP B : THIRUTHILTHODE JUMA MASJID PATHWAY RENOVATION
2.01	OD209815/2025-2026 OD from DAR 2.28.1: Surface dressing of the ground including removing vegetation and inequalities 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	-	sqm	-	-
2.02	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	-	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 • 0.47 MB

PROFILE.pdf

Additional Documents • 0.03 MB

BOQ_1435986.xls

BOQ • 0.29 MB

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Company

ABBAS THOOLIYATH

Accepted-Technical

Ashraf K

Accepted-Technical

Basheer Kandappadi

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APP A : THIRUTHIL THODE SIDE PROTECTION
1.01	OD209727/2025-2026 [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	-	-
1.02	OD218370/2025-2026 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.	79.08	cum	-	-
1.03	OD218371/2025-2026 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	-	-
1.04	OD218374/2025-2026 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 without formwork	-	cum	-	-
1.05	OD218405/2025-2026 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	-	-
1.06	13.3 Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202	-	tonne	-	-
2APP B : THIRUTHILTHODE JUMA MASJID PATHWAY RENOVATION
2.01	OD209815/2025-2026 OD from DAR 2.28.1: Surface dressing of the ground including removing vegetation and inequalities 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	-	sqm	-	-
2.02	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	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APP A : THIRUTHIL THODE SIDE PROTECTION

1.01

OD209727/2025-2026 [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

1.02

OD218370/2025-2026 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.

79.08

cum

1.03

OD218371/2025-2026 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

1.04

OD218374/2025-2026 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 without formwork

cum

1.05

OD218405/2025-2026 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

1.06

13.3 Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202

tonne

2APP B : THIRUTHILTHODE JUMA MASJID PATHWAY RENOVATION

2.01

OD209815/2025-2026 OD from DAR 2.28.1: Surface dressing of the ground including removing vegetation and inequalities 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

sqm

2.02

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

cum