Kerala

AOC

Works

Civil Works - Others

DEPOSIT-RURBAN MISSION - SHYAMA PRASAD MUKHERJI RURBAN MISSION UNNIYAL TR BEACH STRETCH BEAUTIFICATION AND PARK AT NIRMARUTHUR GRAMA PANCHAYATH-BEACH BEAUTIFICATION PHASE 3- RURBAN MISSION - SHYAMA PRASAD MUKHERJI RURBAN MISSION UNNIYAL TR BEACH STRE

Harbour Engineering Department

THIROOR | Malappuram, Kerala

Amount: ₹12.7 LCloses: 15 Jul 2026Closed

Timeline

Published3 Jul 2026
Closed15 Jul 2026
Technical Evaluation18 Aug 2026
Financial Evaluation18 Aug 2026
Awarded3 Sept 2026

Bids

Item Rate

8 Bids3 Sept 2026

#	Company	Amount	Rank	Status
1	SIBIN KULANGARA L1₹10.4 LAccepted-AOC KULANGARA HOUSE NIRMALAKKUNNU V K THENHIPALAM MALAPPURAM 676109 \| THENHIPALAM \| MALAPPURAM \| KERALA \| 676109	₹10.4 L	L1	Accepted-AOC L1 EXECUTED AGREEMENT
2	AKHIL .N L2₹10.5 L+₹6,363.48 (0.61%)Rejected-AOC NANDHANATH HOUSE ARIYALLUR P O VALLIKKUNNU MALAPPURAM 676312 \| VALLIKKUNNU \| MALAPPURAM \| KERALA \| 676312	₹10.5 L+₹6,363.48 (0.61%)	L2	Rejected-AOC L1 EXECUTED AGREEMENT
3	VISHNU BABU L3₹10.5 L+₹15,360.40 (1.48%)Rejected-AOC	₹10.5 L+₹15,360.40 (1.48%)	L3	Rejected-AOC L1 EXECUTED AGREEMENT
4	MUHAMMED N L4₹11.0 L+₹63,013.91 (6.06%)Rejected-Finance	₹11.0 L+₹63,013.91 (6.06%)	L4	Rejected-Finance TO EXECUTE AGREEMENT
5	YASIR AHAMED N L5₹11.1 L+₹72,114.70 (6.94%)Rejected-Finance	₹11.1 L+₹72,114.70 (6.94%)	L5	Rejected-Finance TO EXECUTE AGREEMENT

BoQ Comparative

Line Items (5)

Sl No	Description	Qty	Unit	M.K.MOIDEEN L7	MUHAMMED N L4	M MUSTHAFA L6	M P MUSHTHAK L8	VISHNU BABU L3	SIBIN KULANGARA L1	AKHIL .N L2	YASIR AHAMED N L5
1.00MORTH ROAD
1.00	55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.	700	sqm	985 ₹6,89,500	856.91 ₹5,99,837	860 ₹6,02,000	1,025 ₹7,17,500	850 ₹5,95,000	820 ₹5,74,000	812.86 ₹5,69,002 Lowest	890 ₹6,23,000
1.00	3.3:Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	297.5	cum	100 ₹29,750	141.93 ₹42,224.18	265 ₹78,837.5	65 ₹19,337.5 Lowest	140 ₹41,650	123 ₹36,592.5	134.63 ₹40,052.43	140 ₹41,650
1.00	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	105	cum	3,141 ₹3,29,805	2,879.98 ₹3,02,397.9	2,659 ₹2,79,195	3,077 ₹3,23,085	2,600 ₹2,73,000 Lowest	2,730 ₹2,86,650	2,731.95 ₹2,86,854.75	2,800 ₹2,94,000
2.00MORD BRIDGE
2.00	10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701	677	sqm	180 ₹1,21,860	192.56 ₹1,30,363.12	205 ₹1,38,785	202 ₹1,36,754	175 ₹1,18,475 Lowest	175 ₹1,18,475 Lowest	182.66 ₹1,23,660.82	185 ₹1,25,245
2.00	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	3.28	cum	8,900 ₹29,200.9	8,291.47 ₹27,204.31	7,488 ₹24,568.13	8,739 ₹28,672.66	8,000 ₹26,248	7,100 ₹23,295.1 Lowest	7,865.31 ₹25,806.08	8,300 ₹27,232.3

Tender Value

₹12.7 L

EMD Value

₹31,678

Closing Date

15 Jul 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive engineer,HED malappuram

Address

OFFICE OF THE EXECUTIVE ENGINEER HED MALAPPURAM DIVISION PONNANI

Work Description

The proposal is excavation of the roadway, GSB for 15 cm thickness and interlocking cement concrete block of M30

Tender Information

Tender ID

2026_HED_858896_1

Reference Number

HED/CEHED/TR/91/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

THIROOR

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredSelf attested copy of the bidders valid registration certificate (.pdf)

RequiredCopy of remittance bid submission fee and bid security (.pdf)

RequiredDuly filled and signed copy of of Preliminary Agreement in plain paper (.pdf)

RequiredDuly filled and Signed copy Integrity pact certificate (.pdf)

RequiredDuly filled and signed copy of bid submission letter (.pdf)

RequiredComplete set of bid document with NIT and Sections 1 to VII using his DSC (.pdf)

RequiredDuly filled BOQ file in MS excel format (.xls)

RequiredDuly filled and signed copy of requisition for e-payment form (.pdf)

RequiredDuly filled and signed copy of affidavit attested by Notary on plain paper (.pdf)

RequiredDrawing (.pdf)

RequiredGST Certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹31,678

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Sept 2026

Published

3 Jul 2026

Bid Opening

17 Jul 2026

Download Starts

5 Jul 2026

Download Ends

15 Jul 2026

Submission Starts

5 Jul 2026

Clarification Period

3 Jul 2026 - 5 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MORTH ROAD
1.001	55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.	-	sqm	-	-
1.002	3.3:Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	-	cum	-	-
1.003	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	-	cum	-	-
2MORD BRIDGE
2.001	10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701	-	sqm	-	-
2.002	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.06 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1452094.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.05 MB

Work Item Documents

BOQ_1452094.xls

BOQ • 0.30 MB

regi.pdf

Ready to Participate?

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Company

SIBIN KULANGARA

L1₹10.4 LAccepted-AOC

KULANGARA HOUSE NIRMALAKKUNNU V K THENHIPALAM MALAPPURAM 676109 | THENHIPALAM | MALAPPURAM | KERALA | 676109

AKHIL .N

L2₹10.5 L+₹6,363.48 (0.61%)Rejected-AOC

NANDHANATH HOUSE ARIYALLUR P O VALLIKKUNNU MALAPPURAM 676312 | VALLIKKUNNU | MALAPPURAM | KERALA | 676312

VISHNU BABU

L3₹10.5 L+₹15,360.40 (1.48%)Rejected-AOC

MUHAMMED N

L4₹11.0 L+₹63,013.91 (6.06%)Rejected-Finance

YASIR AHAMED N

L5₹11.1 L+₹72,114.70 (6.94%)Rejected-Finance

Sl No	Description	Qty	Unit	M.K.MOIDEEN L7	MUHAMMED N L4	M MUSTHAFA L6	M P MUSHTHAK L8	VISHNU BABU L3	SIBIN KULANGARA L1	AKHIL .N L2	YASIR AHAMED N L5
1.00MORTH ROAD
1.00	55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.	700	sqm	985 ₹6,89,500	856.91 ₹5,99,837	860 ₹6,02,000	1,025 ₹7,17,500	850 ₹5,95,000	820 ₹5,74,000	812.86 ₹5,69,002 Lowest	890 ₹6,23,000
1.00	3.3:Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	297.5	cum	100 ₹29,750	141.93 ₹42,224.18	265 ₹78,837.5	65 ₹19,337.5 Lowest	140 ₹41,650	123 ₹36,592.5	134.63 ₹40,052.43	140 ₹41,650
1.00	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	105	cum	3,141 ₹3,29,805	2,879.98 ₹3,02,397.9	2,659 ₹2,79,195	3,077 ₹3,23,085	2,600 ₹2,73,000 Lowest	2,730 ₹2,86,650	2,731.95 ₹2,86,854.75	2,800 ₹2,94,000
2.00MORD BRIDGE
2.00	10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701	677	sqm	180 ₹1,21,860	192.56 ₹1,30,363.12	205 ₹1,38,785	202 ₹1,36,754	175 ₹1,18,475 Lowest	175 ₹1,18,475 Lowest	182.66 ₹1,23,660.82	185 ₹1,25,245
2.00	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	3.28	cum	8,900 ₹29,200.9	8,291.47 ₹27,204.31	7,488 ₹24,568.13	8,739 ₹28,672.66	8,000 ₹26,248	7,100 ₹23,295.1 Lowest	7,865.31 ₹25,806.08	8,300 ₹27,232.3

Sl No

Description

Qty

Unit

M.K.MOIDEEN

MUHAMMED N

M MUSTHAFA

M P MUSHTHAK

VISHNU BABU

SIBIN KULANGARA

AKHIL .N

YASIR AHAMED N

1.00MORTH ROAD

1.00

55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.

700

sqm

985

₹6,89,500

856.91

₹5,99,837

860

₹6,02,000

1,025

₹7,17,500

850

₹5,95,000

820

₹5,74,000

812.86

₹5,69,002

Lowest

890

₹6,23,000

1.00

3.3:Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

297.5

cum

100

₹29,750

141.93

₹42,224.18

265

₹78,837.5

₹19,337.5

Lowest

140

₹41,650

123

₹36,592.5

134.63

₹40,052.43

140

₹41,650

1.00

4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method

105

cum

3,141

₹3,29,805

2,879.98

₹3,02,397.9

2,659

₹2,79,195

3,077

₹3,23,085

2,600

₹2,73,000

Lowest

2,730

₹2,86,650

2,731.95

₹2,86,854.75

2,800

₹2,94,000

2.00MORD BRIDGE

2.00

10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

677

sqm

180

₹1,21,860

192.56

₹1,30,363.12

205

₹1,38,785

202

₹1,36,754

175

₹1,18,475

Lowest

175

₹1,18,475

Lowest

182.66

₹1,23,660.82

185

₹1,25,245

2.00

11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

3.28

cum

8,900

₹29,200.9

8,291.47

₹27,204.31

7,488

₹24,568.13

8,739

₹28,672.66

8,000

₹26,248

7,100

₹23,295.1

Lowest

7,865.31

₹25,806.08

8,300

₹27,232.3

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MORTH ROAD
1.001	55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.	-	sqm	-	-
1.002	3.3:Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	-	cum	-	-
1.003	4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method	-	cum	-	-
2MORD BRIDGE
2.001	10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701	-	sqm	-	-
2.002	11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1MORTH ROAD

1.001

sqm

1.002

cum

1.003

cum

2MORD BRIDGE

2.001

sqm

2.002

cum