Kerala

Financial BO

Works

Civil Works - Roads

PROJECT NO. 160/27 AK ROAD TILE PAVING WARD - 22ION OF KATTILATHARA ROAD WARD - 7

Local Self Government Department

KAIPAMANGALAM GP | Thrissur, Kerala

Amount: ₹4.3 LCloses: 19 Sept 2026Closed

Timeline

Published8 Sept 2026
Closed19 Sept 2026
Financial Evaluation—
Award—

Bids

Item Rate

5 Bids26 Sept 2026

#	Company	Amount	Rank	Status
1	JOSEPH K P L1₹3.6 LAdmitted-Fee/PreQual/Technical/Finance ERINJAD GRAMA PANCHAYATH	₹3.6 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	AKHIL K M L2₹3.6 L+₹7,481.86 (2.10%)Admitted-Fee/PreQual/Technical/Finance KERALA KL \| PATHANAMTHITTA \| KERALA \| 689694	₹3.6 L+₹7,481.86 (2.10%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	Ranjith T L3₹3.7 L+₹8,776.70 (2.46%)Admitted-Fee/PreQual/Technical/Finance ERINJAD GRAMA PANCHAYATH	₹3.7 L+₹8,776.70 (2.46%)	L3	Admitted-Fee/PreQual/Technical/Finance
4	HASHIM MM L4₹3.7 L+₹9,685.54 (2.72%)Admitted-Fee/PreQual/Technical/Finance MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 \| KAIPAMANGALAM \| THRISSUR \| KERALA \| 680681	₹3.7 L+₹9,685.54 (2.72%)	L4	Admitted-Fee/PreQual/Technical/Finance
5	MD SANTHOSH L5₹3.7 L+₹10,507.71 (2.95%)Admitted-Fee/PreQual/Technical/Finance	₹3.7 L+₹10,507.71 (2.95%)	L5	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (4)

Sl No	Description	Qty	Unit	Ranjith T L3	HASHIM MM L4	MD SANTHOSH L5	JOSEPH K P L1	AKHIL K M L2
1.00TILE PAVING
1.00	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	59.4	cum	13.57 ₹806.06	10 ₹594 Lowest	13.64 ₹810.22	29.7 ₹1,764.18	13.52 ₹803.09
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.	29.7	cum	2,099.03 ₹62,341.19	2,100 ₹62,370	2,108.98 ₹62,636.71	2,049.1 ₹60,858.27 Lowest	2,091.59 ₹62,120.22
1.00	OD43255/2026-2027: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)	243	sqm	1,012.71 ₹2,46,088.53	1,025 ₹2,49,075	1,017.51 ₹2,47,254.93	984.22 ₹2,39,165.46 Lowest	1,009.12 ₹2,45,216.16
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)	7.21	cum	7,762.78 ₹55,961.88	7,500 ₹54,067.5 Lowest	7,799.53 ₹56,226.81	7,578.45 ₹54,633.05	7,735.24 ₹55,763.35

Tender Value

₹4.3 L

EMD Value

₹10,805

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. 160/27 AK ROAD TILE PAVING WARD - 22

Tender Information

Tender ID

2026_LSGD_867971_13

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

₹955

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,805

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 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	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	59.4	cum	-	-
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.	29.7	cum	-	-
1.003	OD43255/2026-2027: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)	243	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)	7.21	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

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Bid Opening Summary

finance_1470497.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

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

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Tendernotice_4.pdf

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Tendernotice_5.pdf

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Tendernotice_6.pdf

PDF • 0.24 MB

Work Item Documents

BOQ_1470497.xls

BOQ • 0.30 MB

160.pdf

Tender Documents • 1.98 MB

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Company

JOSEPH K P

L1₹3.6 LAdmitted-Fee/PreQual/Technical/Finance

ERINJAD GRAMA PANCHAYATH

AKHIL K M

L2₹3.6 L+₹7,481.86 (2.10%)Admitted-Fee/PreQual/Technical/Finance

KERALA KL | PATHANAMTHITTA | KERALA | 689694

Ranjith T

L3₹3.7 L+₹8,776.70 (2.46%)Admitted-Fee/PreQual/Technical/Finance

ERINJAD GRAMA PANCHAYATH

HASHIM MM

L4₹3.7 L+₹9,685.54 (2.72%)Admitted-Fee/PreQual/Technical/Finance

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

MD SANTHOSH

L5₹3.7 L+₹10,507.71 (2.95%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Ranjith T L3	HASHIM MM L4	MD SANTHOSH L5	JOSEPH K P L1	AKHIL K M L2
1.00TILE PAVING
1.00	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	59.4	cum	13.57 ₹806.06	10 ₹594 Lowest	13.64 ₹810.22	29.7 ₹1,764.18	13.52 ₹803.09
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.	29.7	cum	2,099.03 ₹62,341.19	2,100 ₹62,370	2,108.98 ₹62,636.71	2,049.1 ₹60,858.27 Lowest	2,091.59 ₹62,120.22
1.00	OD43255/2026-2027: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)	243	sqm	1,012.71 ₹2,46,088.53	1,025 ₹2,49,075	1,017.51 ₹2,47,254.93	984.22 ₹2,39,165.46 Lowest	1,009.12 ₹2,45,216.16
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)	7.21	cum	7,762.78 ₹55,961.88	7,500 ₹54,067.5 Lowest	7,799.53 ₹56,226.81	7,578.45 ₹54,633.05	7,735.24 ₹55,763.35

Sl No

Description

Qty

Unit

Ranjith T

HASHIM MM

MD SANTHOSH

JOSEPH K P

AKHIL K M

1.00TILE PAVING

1.00

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

59.4

cum

13.57

₹806.06

₹594

Lowest

13.64

₹810.22

29.7

₹1,764.18

13.52

₹803.09

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.

29.7

cum

2,099.03

₹62,341.19

2,100

₹62,370

2,108.98

₹62,636.71

2,049.1

₹60,858.27

Lowest

2,091.59

₹62,120.22

1.00

OD43255/2026-2027: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)

243

sqm

1,012.71

₹2,46,088.53

1,025

₹2,49,075

1,017.51

₹2,47,254.93

984.22

₹2,39,165.46

Lowest

1,009.12

₹2,45,216.16

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)

7.21

cum

7,762.78

₹55,961.88

7,500

₹54,067.5

Lowest

7,799.53

₹56,226.81

7,578.45

₹54,633.05

7,735.24

₹55,763.35

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TILE PAVING
1.001	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	59.4	cum	-	-
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.	29.7	cum	-	-
1.003	OD43255/2026-2027: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)	243	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)	7.21	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1TILE PAVING

1.001

59.4

cum

1.002

29.7

cum

1.003

243

sqm

1.004

7.21

cum