Kerala

Financial BO

Works

Civil Works - Roads

GENERAL-Proj no. 630/26 Azad Road concreting ward 15

Local Self Government Department

KASARAGOD MUNICIPALITY | Kasaragod, Kerala

Amount: ₹4.7 LCloses: 15 Sept 2026Closed

Timeline

Published8 Sept 2026
Closed15 Sept 2026
Financial Evaluation—
Award—

Bids

Item Rate

6 Bids18 Sept 2026

#	Company	Amount	Rank	Status
1	ABDUL THANWEER M K L1₹3.5 LAdmitted-Fee/PreQual/Technical/Finance	₹3.5 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	RAJU K L2₹3.5 L+₹5,646.80 (1.63%)Admitted-Fee/PreQual/Technical/Finance	₹3.5 L+₹5,646.80 (1.63%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	BM ABDHULLA L3₹3.6 L+₹11,742.22 (3.40%)Admitted-Fee/PreQual/Technical/Finance CHERKALA CHENGALA KASARGOD KERALA 671541 \| KASARAGOD \| KERALA \| 671541	₹3.6 L+₹11,742.22 (3.40%)	L3	Admitted-Fee/PreQual/Technical/Finance
4	MUNEER MOIDU L4₹3.6 L+₹19,459.42 (5.63%)Admitted-Fee/PreQual/Technical/Finance	₹3.6 L+₹19,459.42 (5.63%)	L4	Admitted-Fee/PreQual/Technical/Finance
5	K A FAISAL L5₹3.7 L+₹25,939.38 (7.51%)Admitted-Fee/PreQual/Technical/Finance	₹3.7 L+₹25,939.38 (7.51%)	L5	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (4)

Sl No	Description	Qty	Unit	BM ABDHULLA L3	MOIDEEN MAHFOOS E M L6	MUNEER MOIDU L4	RAJU K L2	ABDUL THANWEER M K L1	K A FAISAL L5
1.00Road concrete
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	315.2	sqm	11.32 ₹3,568.06	12.11 ₹3,817.07	11.57 ₹3,646.86	12 ₹3,782.4	11 ₹3,467.2 Lowest	12 ₹3,782.4
1.00	OD511946/2025-2026:Granular sub-base/base/surface course with scarified serviceable (dept.) materials 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	14.18	cum	144.17 ₹2,044.91	154.16 ₹2,186.61	147.28 ₹2,089.02	135 ₹1,914.84	145 ₹2,056.68	130 ₹1,843.92 Lowest
1.00	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) 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. <br>(ii) Using Gravel mix soil.	17.34	cum	1,764.72 ₹30,593.19	1,887 ₹32,713.03	1,802.83 ₹31,253.86	1,749 ₹30,320.66	1,706 ₹29,575.22 Lowest	1,740 ₹30,164.64
1.00	75.8.1: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 (i) Nominal mix (1:2:4)	47.28	cum	6,790.94 ₹3,21,075.64	7,261.48 ₹3,43,322.77	6,937.59 ₹3,28,009.26	6,666 ₹3,15,168.48	6,566 ₹3,10,440.48 Lowest	7,100 ₹3,35,688

Tender Value

₹4.7 L

EMD Value

₹11,834

Closing Date

15 Sept 2026, 1:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

ASSISTANT ENGINEER LSGD -ENGINEERING SECTION KASARAGOD MUNICIPALITY

Work Description

GENERAL-Proj no. 630/26 Azad Road concreting ward 15

Tender Information

Tender ID

2026_LSGD_867476_7

Reference Number

02/2026-27/AE/LSGD/KSD/KMC

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

KASARAGOD MUNICIPALITY

Source Website

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Eligibility / Pre-Qualification

Please refer tender documents

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredContractors valid licence (.pdf)

RequiredGst document (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredForm of tender (.pdf)

RequiredStandard Bid documents (.pdf)

RequiredEpayment (.pdf)

RequiredAffidavit (.pdf)

RequiredIntegrity Pact (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,045

EMD Fee Amount

₹11,834

Important Dates

Last Activity

18 Sept 2026

Published

8 Sept 2026

Bid Opening

17 Sept 2026

Download Starts

8 Sept 2026

Download Ends

15 Sept 2026

Submission Starts

8 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road concrete
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	315.2	sqm	-	-
1.002	OD511946/2025-2026:Granular sub-base/base/surface course with scarified serviceable (dept.) materials 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	14.18	cum	-	-
1.003	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) 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. <br>(ii) Using Gravel mix soil.	17.34	cum	-	-
1.004	75.8.1: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 (i) Nominal mix (1:2:4)	47.28	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Bid Opening Summary

finance_1469518.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.18 MB

Work Item Documents

SBD.pdf

Tender Documents • 1.83 MB

BOQ_1469518.xls

BOQ • 0.30 MB

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Company

ABDUL THANWEER M K

L1₹3.5 LAdmitted-Fee/PreQual/Technical/Finance

RAJU K

L2₹3.5 L+₹5,646.80 (1.63%)Admitted-Fee/PreQual/Technical/Finance

BM ABDHULLA

L3₹3.6 L+₹11,742.22 (3.40%)Admitted-Fee/PreQual/Technical/Finance

CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541

MUNEER MOIDU

L4₹3.6 L+₹19,459.42 (5.63%)Admitted-Fee/PreQual/Technical/Finance

K A FAISAL

L5₹3.7 L+₹25,939.38 (7.51%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	BM ABDHULLA L3	MOIDEEN MAHFOOS E M L6	MUNEER MOIDU L4	RAJU K L2	ABDUL THANWEER M K L1	K A FAISAL L5
1.00Road concrete
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	315.2	sqm	11.32 ₹3,568.06	12.11 ₹3,817.07	11.57 ₹3,646.86	12 ₹3,782.4	11 ₹3,467.2 Lowest	12 ₹3,782.4
1.00	OD511946/2025-2026:Granular sub-base/base/surface course with scarified serviceable (dept.) materials 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	14.18	cum	144.17 ₹2,044.91	154.16 ₹2,186.61	147.28 ₹2,089.02	135 ₹1,914.84	145 ₹2,056.68	130 ₹1,843.92 Lowest
1.00	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) 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. <br>(ii) Using Gravel mix soil.	17.34	cum	1,764.72 ₹30,593.19	1,887 ₹32,713.03	1,802.83 ₹31,253.86	1,749 ₹30,320.66	1,706 ₹29,575.22 Lowest	1,740 ₹30,164.64
1.00	75.8.1: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 (i) Nominal mix (1:2:4)	47.28	cum	6,790.94 ₹3,21,075.64	7,261.48 ₹3,43,322.77	6,937.59 ₹3,28,009.26	6,666 ₹3,15,168.48	6,566 ₹3,10,440.48 Lowest	7,100 ₹3,35,688

Sl No

Description

Qty

Unit

BM ABDHULLA

MOIDEEN MAHFOOS E M

MUNEER MOIDU

RAJU K

ABDUL THANWEER M K

K A FAISAL

1.00Road concrete

1.00

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.

315.2

sqm

11.32

₹3,568.06

12.11

₹3,817.07

11.57

₹3,646.86

₹3,782.4

₹3,467.2

Lowest

₹3,782.4

1.00

OD511946/2025-2026:Granular sub-base/base/surface course with scarified serviceable (dept.) materials 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

14.18

cum

144.17

₹2,044.91

154.16

₹2,186.61

147.28

₹2,089.02

135

₹1,914.84

145

₹2,056.68

130

₹1,843.92

Lowest

1.00

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) 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. <br>(ii) Using Gravel mix soil.

17.34

cum

1,764.72

₹30,593.19

1,887

₹32,713.03

1,802.83

₹31,253.86

1,749

₹30,320.66

1,706

₹29,575.22

Lowest

1,740

₹30,164.64

1.00

75.8.1: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 (i) Nominal mix (1:2:4)

47.28

cum

6,790.94

₹3,21,075.64

7,261.48

₹3,43,322.77

6,937.59

₹3,28,009.26

6,666

₹3,15,168.48

6,566

₹3,10,440.48

Lowest

7,100

₹3,35,688

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road concrete
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	315.2	sqm	-	-
1.002	OD511946/2025-2026:Granular sub-base/base/surface course with scarified serviceable (dept.) materials 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	14.18	cum	-	-
1.003	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) 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. <br>(ii) Using Gravel mix soil.	17.34	cum	-	-
1.004	75.8.1: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 (i) Nominal mix (1:2:4)	47.28	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road concrete

1.001

315.2

sqm

1.002

14.18

cum

1.003

17.34

cum

1.004

47.28

cum