Kerala

Financial BO

Works

Civil Works - Roads

PROJECT NO. 60/27 RENOVATION OF KATTILATHARA ROAD WARD - 7

Local Self Government Department

KAIPAMANGALAM GP | Thrissur, Kerala

Amount: ₹6.8 LCloses: 19 Sept 2026Closed

Timeline

Published8 Sept 2026
Closed19 Sept 2026
Financial Evaluation—
Award—

Bids

Item Rate

5 Bids25 Sept 2026

#	Company	Amount	Rank	Status
1	HASHIM MM L1₹5.6 LAdmitted-Fee/PreQual/Technical/Finance MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 \| KAIPAMANGALAM \| THRISSUR \| KERALA \| 680681	₹5.6 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	EDACHALIL CONSTRUCTION L2₹5.7 L+₹5,517.71 (0.99%)Admitted-Fee/PreQual/Technical/Finance	₹5.7 L+₹5,517.71 (0.99%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	AKHIL K M L3₹5.7 L+₹10,945.07 (1.96%)Admitted-Fee/PreQual/Technical/Finance KERALA KL \| PATHANAMTHITTA \| KERALA \| 689694	₹5.7 L+₹10,945.07 (1.96%)	L3	Admitted-Fee/PreQual/Technical/Finance
4	Ranjith T L4₹5.7 L+₹12,971.45 (2.32%)Admitted-Fee/PreQual/Technical/Finance ERINJAD GRAMA PANCHAYATH	₹5.7 L+₹12,971.45 (2.32%)	L4	Admitted-Fee/PreQual/Technical/Finance
5	M/S SAJEEVAN P A L5₹5.7 L+₹14,323.16 (2.56%)Admitted-Fee/PreQual/Technical/Finance KERALA KERALA \| IDUKKI \| KERALA \| 685501	₹5.7 L+₹14,323.16 (2.56%)	L5	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (4)

Sl No	Description	Qty	Unit	M/S SAJEEVAN P A L5	Ranjith T L4	HASHIM MM L1	AKHIL K M L3	EDACHALIL CONSTRUCTION L2
1.00TILE PAVING
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.	447	sqm	13.54 ₹6,052.38	13.52 ₹6,043.44	8 ₹3,576 Lowest	13.48 ₹6,025.56	13.34 ₹5,962.98
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. (ii) Using Gravel mix soil.	44.7	cum	2,104.01 ₹94,049.25	2,099.03 ₹93,826.64	2,000 ₹89,400 Lowest	2,091.59 ₹93,494.07	2,071.71 ₹92,605.44
1.00	OD42190/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements having 80 mm thickness with minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23)	378	sqm	1,015.11 ₹3,83,711.58	1,012.71 ₹3,82,804.38	1,020 ₹3,85,560	1,009.12 ₹3,81,447.36	999.53 ₹3,77,822.34 Lowest
1.00	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	11.58	cum	7,781.17 ₹90,105.95	7,762.78 ₹89,892.99	7,000 ₹81,060 Lowest	7,735.24 ₹89,574.08	7,661.74 ₹88,722.95

Tender Value

₹6.8 L

EMD Value

₹16,940

Closing Date

19 Sept 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP

Address

ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP

Work Description

PROJECT NO. 60/27 RENOVATION OF KATTILATHARA ROAD WARD - 7

Tender Information

Tender ID

2026_LSGD_867971_12

Reference Number

ET2/AE/LSGD/KPLM/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

KAIPAMANGALAM GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary Agreement (.pdf)

RequiredIntegrity PACT (.pdf)

RequiredAffidavit (.pdf)

Requirede-Payment (.pdf)

RequiredFOT (.pdf)

RequiredSBD (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,495

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,940

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 Sept 2026

Published

8 Sept 2026

Bid Opening

22 Sept 2026

Download Starts

8 Sept 2026

Download Ends

19 Sept 2026

Submission Starts

8 Sept 2026

Clarification Period

8 Sept 2026 - 19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TILE PAVING
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.	447	sqm	-	-
1.002	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. (ii) Using Gravel mix soil.	44.7	cum	-	-
1.003	OD42190/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements having 80 mm thickness with minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23)	378	sqm	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	11.58	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

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Bid Opening Summary

finance_1470488.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

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Tendernotice_4.pdf

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Tendernotice_5.pdf

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Tendernotice_6.pdf

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Work Item Documents

BOQ_1470488.xls

BOQ • 0.30 MB

60.pdf

Tender Documents • 1.82 MB

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Company

HASHIM MM

L1₹5.6 LAdmitted-Fee/PreQual/Technical/Finance

MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681

EDACHALIL CONSTRUCTION

L2₹5.7 L+₹5,517.71 (0.99%)Admitted-Fee/PreQual/Technical/Finance

AKHIL K M

L3₹5.7 L+₹10,945.07 (1.96%)Admitted-Fee/PreQual/Technical/Finance

KERALA KL | PATHANAMTHITTA | KERALA | 689694

Ranjith T

L4₹5.7 L+₹12,971.45 (2.32%)Admitted-Fee/PreQual/Technical/Finance

ERINJAD GRAMA PANCHAYATH

M/S SAJEEVAN P A

L5₹5.7 L+₹14,323.16 (2.56%)Admitted-Fee/PreQual/Technical/Finance

KERALA KERALA | IDUKKI | KERALA | 685501

Sl No	Description	Qty	Unit	M/S SAJEEVAN P A L5	Ranjith T L4	HASHIM MM L1	AKHIL K M L3	EDACHALIL CONSTRUCTION L2
1.00TILE PAVING
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.	447	sqm	13.54 ₹6,052.38	13.52 ₹6,043.44	8 ₹3,576 Lowest	13.48 ₹6,025.56	13.34 ₹5,962.98
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. (ii) Using Gravel mix soil.	44.7	cum	2,104.01 ₹94,049.25	2,099.03 ₹93,826.64	2,000 ₹89,400 Lowest	2,091.59 ₹93,494.07	2,071.71 ₹92,605.44
1.00	OD42190/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements having 80 mm thickness with minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23)	378	sqm	1,015.11 ₹3,83,711.58	1,012.71 ₹3,82,804.38	1,020 ₹3,85,560	1,009.12 ₹3,81,447.36	999.53 ₹3,77,822.34 Lowest
1.00	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	11.58	cum	7,781.17 ₹90,105.95	7,762.78 ₹89,892.99	7,000 ₹81,060 Lowest	7,735.24 ₹89,574.08	7,661.74 ₹88,722.95

Sl No

Description

Qty

Unit

M/S SAJEEVAN P A

Ranjith T

HASHIM MM

AKHIL K M

EDACHALIL CONSTRUCTION

1.00TILE PAVING

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.

447

sqm

13.54

₹6,052.38

13.52

₹6,043.44

₹3,576

Lowest

13.48

₹6,025.56

13.34

₹5,962.98

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. (ii) Using Gravel mix soil.

44.7

cum

2,104.01

₹94,049.25

2,099.03

₹93,826.64

2,000

₹89,400

Lowest

2,091.59

₹93,494.07

2,071.71

₹92,605.44

1.00

OD42190/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements having 80 mm thickness with minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23)

378

sqm

1,015.11

₹3,83,711.58

1,012.71

₹3,82,804.38

1,020

₹3,85,560

1,009.12

₹3,81,447.36

999.53

₹3,77,822.34

Lowest

1.00

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

11.58

cum

7,781.17

₹90,105.95

7,762.78

₹89,892.99

7,000

₹81,060

Lowest

7,735.24

₹89,574.08

7,661.74

₹88,722.95

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TILE PAVING
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.	447	sqm	-	-
1.002	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. (ii) Using Gravel mix soil.	44.7	cum	-	-
1.003	OD42190/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements having 80 mm thickness with minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23)	378	sqm	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	11.58	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1TILE PAVING

1.001

447

sqm

1.002

44.7

cum

1.003

378

sqm

1.004

11.58

cum