Kerala

Technical Eval

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Miscellaneous Works

LAC-ADS- Project No - 25584- Work Proposed By Honble MLA Sri. P Ubaidulla (Malappuram Lac ) 1. Half Valluvambram - Mongam Bypass Road Renovation 2. Pullara Pulpata Road Renovation (2nd Phase) at Pookkottur GP

Steel Industrials Kerala Limited

Pookkottur | Malappuram, Kerala

Amount: ₹23.9 LCloses: 19 Aug 2026Closed

Timeline

Published12 Aug 2026
Closed19 Aug 2026
Technical Evaluation29 Aug 2026
Award—

Bids

3 Bids29 Aug 2026

#	Company	Status
1	Basheer Kandappadi Accepted-Technical	Accepted-Technical Technically Qualified
2	M HUSSAIN Accepted-Technical	Accepted-Technical Technically Qualified
3	Mohammed Rafeeq T. Accepted-Technical THOTTASSERI HOUSE ALIPPARAMBA POST MALAPPURAM 679357 \| MALAPPURAM \| MALAPPURAM \| KERALA \| 679357	Accepted-Technical Technically Qualified

Tender Value

₹23.9 L

EMD Value

₹50,000

Closing Date

19 Aug 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Sr. Manager

Address

SILK FOUNDRY UNIT,PALAPPURAM P.O, OTTAPALAM,PALAKKAD- 679 103

Work Description

LAC-ADS- Project No - 25584- Work Proposed By Honble MLA Sri. P Ubaidulla (Malappuram Lac ) 1. Half Valluvambram - Mongam Bypass Road Renovation 2. Pullara Pulpata Road Renovation (2nd Phase) at Pookkottur GP

Tender Information

Tender ID

2026_SILK_865270_1

Reference Number

SILK/FUO/TD/2026-27/06

Tender Type

Open Tender

Product Category

Miscellaneous Works

Form of Contract

Item Rate

Period of Work

360 days

Location

Pookkottur

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

29 Aug 2026

Published

12 Aug 2026

Bid Opening

20 Aug 2026

Download Starts

12 Aug 2026

Download Ends

19 Aug 2026

Submission Starts

12 Aug 2026

Clarification Period

12 Aug 2026 - 19 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (20 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1App A : Half Valluvambram Mongam Bypass -Culvert construction, Road way interlocking
1.01	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.	258.4	sqm	-	-
1.02	OD350166/2025-2026 [OD from DAR 51.2.3] Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	74.19	cum	-	-
1.03	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	78.62	cum	-	-
1.04	OD350164/2025-2026 [OD from MoRD 6.7.1]- Interlocking Concrete Block Pavement Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and technical specifications clause 1504.	475.2	sqm	-	-
1.05	[OD from MoRD 75.8.1] Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) 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) a)Materials	21.65	cum	-	-
1.06	OD350997/2025-2026 OD FROM DAR 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil	53.65	cum	-	-
1.07	OD350729/2025-2026 (od from 11.4.1.1 without form work) 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	4.7	cum	-	-
1.08	OD350734/2025-2026 Modified 11.4.2.1 Providing concrete for plain/reinforced concrete in open foundations without formwork complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	8.4	cum	-	-
1.09	11.4.2.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	23.01	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

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.31 MB

Work Item Documents

GCC.pdf

Tender Documents • 0.29 MB

BOQ_1464251.xls

BOQ • 0.30 MB

PROFILE.pdf

Additional Documents • 0.03 MB

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Company

Basheer Kandappadi

Accepted-Technical

M HUSSAIN

Accepted-Technical

Mohammed Rafeeq T.

Accepted-Technical

THOTTASSERI HOUSE ALIPPARAMBA POST MALAPPURAM 679357 | MALAPPURAM | MALAPPURAM | KERALA | 679357

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1App A : Half Valluvambram Mongam Bypass -Culvert construction, Road way interlocking
1.01	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.	258.4	sqm	-	-
1.02	OD350166/2025-2026 [OD from DAR 51.2.3] Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	74.19	cum	-	-
1.03	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	78.62	cum	-	-
1.04	OD350164/2025-2026 [OD from MoRD 6.7.1]- Interlocking Concrete Block Pavement Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and technical specifications clause 1504.	475.2	sqm	-	-
1.05	[OD from MoRD 75.8.1] Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) 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) a)Materials	21.65	cum	-	-
1.06	OD350997/2025-2026 OD FROM DAR 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil	53.65	cum	-	-
1.07	OD350729/2025-2026 (od from 11.4.1.1 without form work) 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	4.7	cum	-	-
1.08	OD350734/2025-2026 Modified 11.4.2.1 Providing concrete for plain/reinforced concrete in open foundations without formwork complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	8.4	cum	-	-
1.09	11.4.2.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	23.01	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1App A : Half Valluvambram Mongam Bypass -Culvert construction, Road way interlocking

1.01

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.

258.4

sqm

1.02

OD350166/2025-2026 [OD from DAR 51.2.3] Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

74.19

cum

1.03

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

78.62

cum

1.04

OD350164/2025-2026 [OD from MoRD 6.7.1]- Interlocking Concrete Block Pavement Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and technical specifications clause 1504.

475.2

sqm

1.05

[OD from MoRD 75.8.1] Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) 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) a)Materials

21.65

cum

1.06

OD350997/2025-2026 OD FROM DAR 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil

53.65

cum

1.07

OD350729/2025-2026 (od from 11.4.1.1 without form work) 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

4.7

cum

1.08

OD350734/2025-2026 Modified 11.4.2.1 Providing concrete for plain/reinforced concrete in open foundations without formwork complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

8.4

cum

1.09

11.4.2.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

23.01

cum