Kerala

Financial BO

Works

Civil Works - Roads

Annual Plan-VAZHAKKAD GP PRO NO 85/26-27- KONNARU MAKHAM ROAD CONCRETE IN WARD 8

Local Self Government Department

VAZHAKKAD | Malappuram, Kerala

Amount: ₹5.9 LCloses: 12 Oct 2026Closed

Timeline

Published5 Oct 2026
Closed12 Oct 2026
Financial Evaluation—
Award—

Bids

Item Rate

4 Bids15 Oct 2026

#	Company	Amount	Rank	Status
1	ABDUL JABBAR KP L1₹4.0 LAdmitted-Fee/PreQual/Technical/Finance KONDOTTY PO KONDOTTY PIN 673638 \| KONDOTTY \| KONDOTTY \| KERALA \| 673638	₹4.0 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	BENBO DEVELOPERS LLP L2₹4.2 L+₹19,485.58 (4.85%)Admitted-Fee/PreQual/Technical/Finance	₹4.2 L+₹19,485.58 (4.85%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	ANSILMUHAMMEDHASSAN CHALAKANDI L3₹4.3 L+₹24,522.83 (6.11%)Admitted-Fee/PreQual/Technical/Finance	₹4.3 L+₹24,522.83 (6.11%)	L3	Admitted-Fee/PreQual/Technical/Finance
4	MISHAL CA L4₹4.5 L+₹45,239.88 (11.3%)Admitted-Fee/PreQual/Technical/Finance	₹4.5 L+₹45,239.88 (11.3%)	L4	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (5)

Sl No	Description	Qty	Unit	ABDUL JABBAR KP L1	BENBO DEVELOPERS LLP L2	ANSILMUHAMMEDHASSAN CHALAKANDI L3	MISHAL CA L4
1.00ROAD RECONCRETE
1.00	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.	271.62	sqm	10 ₹2,716.2 Lowest	10 ₹2,716.2 Lowest	10.6 ₹2,879.17	11.07 ₹3,006.83
1.00	OD144901/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m. All kinds of soil.	117.37	sqm	10 ₹1,173.67 Lowest	23.9 ₹2,805.07	24.2 ₹2,840.28	25.42 ₹2,983.47
1.00	OD189744/2026-2027:Granular sub-base/base/surface course with scarified granular materials obtained from site by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. ( modified OD of 4.11.1 ) (i) Using naturally occuring gravel	9.51	cum	474 ₹4,506.32	138 ₹1,311.97 Lowest	1,610.6 ₹15,311.97	146.6 ₹1,393.73
1.00	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	29.39	cum	2,080 ₹61,135.36 Lowest	2,184.7 ₹64,212.7	2,210.1 ₹64,959.26	2,317.63 ₹68,119.78
1.00	OD144900/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification WITHOUT SHUTTERING (i) Nominal mix (1:2:4)	58.35	cum	5,689 ₹3,31,941.77 Lowest	5,997 ₹3,49,912.96	5,827.2 ₹3,40,005.47	6,361.99 ₹3,71,209.39

Tender Value

₹5.9 L

EMD Value

₹14,827

Closing Date

12 Oct 2026, 2:30 pmClosed

Tender Inviting Organisation

Name

Address

LID EW VAZHAKKAD

Work Description

Annual Plan-VAZHAKKAD GP PRO NO 85/26-27- KONNARU MAKHAM ROAD CONCRETE IN WARD 8

Tender Information

Tender ID

2026_LSGD_876305_8

Reference Number

02/2026-27/LIDEW/VKD

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

VAZHAKKAD

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD AND NOTICE INVITING TENDER (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredBID SECURITY REMITTENCE AND BID SUBMISSION FEE REMITTENCE (.pdf)

RequiredINTEGRITY PACT CERTIFICATE AND AFFIDAVIT (.pdf)

RequiredREQUISITION FOR EPAYMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,827

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Oct 2026

Published

5 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

5 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

5 Oct 2026

Clarification Period

5 Oct 2026 - 12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD RECONCRETE
1.001	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.	271.62	sqm	-	-
1.002	OD144901/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m. All kinds of soil.	117.37	sqm	-	-
1.003	OD189744/2026-2027:Granular sub-base/base/surface course with scarified granular materials obtained from site by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. ( modified OD of 4.11.1 ) (i) Using naturally occuring gravel	9.51	cum	-	-
1.004	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	29.39	cum	-	-
1.005	OD144900/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification WITHOUT SHUTTERING (i) Nominal mix (1:2:4)	58.35	cum	-	-

Stage Documents

Stage Summary Snapshot

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Bid Opening Summary

finance_1488570.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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details.html

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

FEE.pdf

Tender Documents • 0.33 MB

viewnit.pdf

Tender Documents • 0.03 MB

BOQ_1488570.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.70 MB

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Company

ABDUL JABBAR KP

L1₹4.0 LAdmitted-Fee/PreQual/Technical/Finance

KONDOTTY PO KONDOTTY PIN 673638 | KONDOTTY | KONDOTTY | KERALA | 673638

BENBO DEVELOPERS LLP

L2₹4.2 L+₹19,485.58 (4.85%)Admitted-Fee/PreQual/Technical/Finance

ANSILMUHAMMEDHASSAN CHALAKANDI

L3₹4.3 L+₹24,522.83 (6.11%)Admitted-Fee/PreQual/Technical/Finance

MISHAL CA

L4₹4.5 L+₹45,239.88 (11.3%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	ABDUL JABBAR KP L1	BENBO DEVELOPERS LLP L2	ANSILMUHAMMEDHASSAN CHALAKANDI L3	MISHAL CA L4
1.00ROAD RECONCRETE
1.00	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.	271.62	sqm	10 ₹2,716.2 Lowest	10 ₹2,716.2 Lowest	10.6 ₹2,879.17	11.07 ₹3,006.83
1.00	OD144901/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m. All kinds of soil.	117.37	sqm	10 ₹1,173.67 Lowest	23.9 ₹2,805.07	24.2 ₹2,840.28	25.42 ₹2,983.47
1.00	OD189744/2026-2027:Granular sub-base/base/surface course with scarified granular materials obtained from site by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. ( modified OD of 4.11.1 ) (i) Using naturally occuring gravel	9.51	cum	474 ₹4,506.32	138 ₹1,311.97 Lowest	1,610.6 ₹15,311.97	146.6 ₹1,393.73
1.00	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	29.39	cum	2,080 ₹61,135.36 Lowest	2,184.7 ₹64,212.7	2,210.1 ₹64,959.26	2,317.63 ₹68,119.78
1.00	OD144900/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification WITHOUT SHUTTERING (i) Nominal mix (1:2:4)	58.35	cum	5,689 ₹3,31,941.77 Lowest	5,997 ₹3,49,912.96	5,827.2 ₹3,40,005.47	6,361.99 ₹3,71,209.39

Sl No

Description

Qty

Unit

ABDUL JABBAR KP

BENBO DEVELOPERS LLP

ANSILMUHAMMEDHASSAN CHALAKANDI

MISHAL CA

1.00ROAD RECONCRETE

1.00

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.

271.62

sqm

₹2,716.2

Lowest

₹2,716.2

Lowest

10.6

₹2,879.17

11.07

₹3,006.83

1.00

OD144901/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m. All kinds of soil.

117.37

sqm

₹1,173.67

Lowest

23.9

₹2,805.07

24.2

₹2,840.28

25.42

₹2,983.47

1.00

OD189744/2026-2027:Granular sub-base/base/surface course with scarified granular materials obtained from site by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. ( modified OD of 4.11.1 ) (i) Using naturally occuring gravel

9.51

cum

474

₹4,506.32

138

₹1,311.97

Lowest

1,610.6

₹15,311.97

146.6

₹1,393.73

1.00

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

29.39

cum

2,080

₹61,135.36

Lowest

2,184.7

₹64,212.7

2,210.1

₹64,959.26

2,317.63

₹68,119.78

1.00

OD144900/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification WITHOUT SHUTTERING (i) Nominal mix (1:2:4)

58.35

cum

5,689

₹3,31,941.77

Lowest

5,997

₹3,49,912.96

5,827.2

₹3,40,005.47

6,361.99

₹3,71,209.39

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD RECONCRETE
1.001	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.	271.62	sqm	-	-
1.002	OD144901/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m. All kinds of soil.	117.37	sqm	-	-
1.003	OD189744/2026-2027:Granular sub-base/base/surface course with scarified granular materials obtained from site by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. ( modified OD of 4.11.1 ) (i) Using naturally occuring gravel	9.51	cum	-	-
1.004	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	29.39	cum	-	-
1.005	OD144900/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification WITHOUT SHUTTERING (i) Nominal mix (1:2:4)	58.35	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD RECONCRETE

1.001

271.62

sqm

1.002

OD144901/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m. All kinds of soil.

117.37

sqm

1.003

9.51

cum

1.004

29.39

cum

1.005

58.35

cum