Kerala

AOC

Works

Civil Works - Roads

KAIPAMANGALAM GP 2025-26 PROJECT NO 383/26 VARIOUS ROAD RESTORATION PHASE 2 WARD 5

Local Self Government Department

KAIPAMANGALAM GP | Thrissur, Kerala

Amount: ₹10.2 LCloses: 24 Jun 2026Closed

Timeline

Published16 Jun 2026
Closed24 Jun 2026
Awarded24 Jul 2026

Bids

Item Rate

4 Bids24 Jul 2026

#	Company	Amount	Rank	Status
1	HASHIM MM L1₹5.5 LAccepted-AOC MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 \| KAIPAMANGALAM \| THRISSUR \| KERALA \| 680681	₹5.5 L	L1	Accepted-AOC L1
2	RADHAKRISHNAN KK L2₹5.8 L+₹32,982.66 (6.00%)Rejected-AOC	₹5.8 L+₹32,982.66 (6.00%)	L2	Rejected-AOC L2
3	MD SANTHOSH L3₹5.9 L+₹37,001.28 (6.73%)Rejected-AOC	₹5.9 L+₹37,001.28 (6.73%)	L3	Rejected-AOC L3
4	EDACHALIL CONSTRUCTION L4₹6.0 L+₹47,162.52 (8.58%)Rejected-AOC	₹6.0 L+₹47,162.52 (8.58%)	L4	Rejected-AOC L4

BoQ Comparative

Line Items (5)

Sl No	Description	Qty	Unit	HASHIM MM L1	MD SANTHOSH L3	RADHAKRISHNAN KK L2	EDACHALIL CONSTRUCTION L4
1.00APPENDIX-1 (Road of Restoration )
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	194.4	cum	66.84 ₹12,993.7	58.55 ₹11,382.12	58.15 ₹11,304.36 Lowest	59.56 ₹11,578.46
1.00	OD59910/2026-2027:Carriage of departmental cut earth from one site to other site or to stacking yard by means of tipper of 5.50cum capacity including all cost of labour, machineries, loading, unloading, and stacking/ spreading charges as per the direction of Engineer at site	194.4	cum	199.16 ₹38,716.7	174.46 ₹33,915.02	173.26 ₹33,681.74 Lowest	177.45 ₹34,496.28
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.	97.2	cum	2,000 ₹1,94,400 Lowest	2,176.05 ₹2,11,512.06	2,161.14 ₹2,10,062.81	2,213.31 ₹2,15,133.73
1.00	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	97.2	cum	3,000 ₹2,91,600 Lowest	3,285.56 ₹3,19,356.43	3,263.05 ₹3,17,168.46	3,343.03 ₹3,24,942.52
1.00	2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means	0.25	Hectare	47,091 ₹11,725.66	41,251.83 ₹10,271.71	40,969.28 ₹10,201.35 Lowest	41,958.21 ₹10,447.59

Tender Value

₹10.2 L

EMD Value

₹25,424

Closing Date

24 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP

Address

ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP

Work Description

KAIPAMANGALAM GP 2025-26 PROJECT NO 383/26 VARIOUS ROAD RESTORATION PHASE 2 WARD 5

Tender Information

Tender ID

2026_LSGD_855963_20

Reference Number

ET1/AE/LSGD/KPLM/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

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

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFOT (.pdf)

RequiredEPAYMENT (.pdf)

RequiredIPACT (.pdf)

RequiredPA (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹25,424

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Jul 2026

Published

16 Jun 2026

Bid Opening

27 Jun 2026

Download Starts

16 Jun 2026

Download Ends

24 Jun 2026

Submission Starts

16 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX-1 (Road of Restoration )
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	-	cum	-	-
1.002	OD59910/2026-2027:Carriage of departmental cut earth from one site to other site or to stacking yard by means of tipper of 5.50cum capacity including all cost of labour, machineries, loading, unloading, and stacking/ spreading charges as per the direction of Engineer at site	-	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. (ii) Using Gravel mix soil.	-	cum	-	-
1.004	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	-	cum	-	-
1.005	2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means	-	Hectare	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1447121.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Tendernotice_2.pdf

PDF • 0.24 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Tendernotice_4.pdf

PDF • 0.24 MB

Tendernotice_5.pdf

PDF • 0.24 MB

Tendernotice_6.pdf

PDF • 0.26 MB

Work Item Documents

BOQ_1447121.xls

BOQ • 0.30 MB

SBD.pdf

Additional Documents • 1.84 MB

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Company

HASHIM MM

L1₹5.5 LAccepted-AOC

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

RADHAKRISHNAN KK

L2₹5.8 L+₹32,982.66 (6.00%)Rejected-AOC

MD SANTHOSH

L3₹5.9 L+₹37,001.28 (6.73%)Rejected-AOC

EDACHALIL CONSTRUCTION

L4₹6.0 L+₹47,162.52 (8.58%)Rejected-AOC

Sl No	Description	Qty	Unit	HASHIM MM L1	MD SANTHOSH L3	RADHAKRISHNAN KK L2	EDACHALIL CONSTRUCTION L4
1.00APPENDIX-1 (Road of Restoration )
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	194.4	cum	66.84 ₹12,993.7	58.55 ₹11,382.12	58.15 ₹11,304.36 Lowest	59.56 ₹11,578.46
1.00	OD59910/2026-2027:Carriage of departmental cut earth from one site to other site or to stacking yard by means of tipper of 5.50cum capacity including all cost of labour, machineries, loading, unloading, and stacking/ spreading charges as per the direction of Engineer at site	194.4	cum	199.16 ₹38,716.7	174.46 ₹33,915.02	173.26 ₹33,681.74 Lowest	177.45 ₹34,496.28
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.	97.2	cum	2,000 ₹1,94,400 Lowest	2,176.05 ₹2,11,512.06	2,161.14 ₹2,10,062.81	2,213.31 ₹2,15,133.73
1.00	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	97.2	cum	3,000 ₹2,91,600 Lowest	3,285.56 ₹3,19,356.43	3,263.05 ₹3,17,168.46	3,343.03 ₹3,24,942.52
1.00	2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means	0.25	Hectare	47,091 ₹11,725.66	41,251.83 ₹10,271.71	40,969.28 ₹10,201.35 Lowest	41,958.21 ₹10,447.59

Sl No

Description

Qty

Unit

HASHIM MM

MD SANTHOSH

RADHAKRISHNAN KK

EDACHALIL CONSTRUCTION

1.00APPENDIX-1 (Road of Restoration )

1.00

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

194.4

cum

66.84

₹12,993.7

58.55

₹11,382.12

58.15

₹11,304.36

Lowest

59.56

₹11,578.46

1.00

OD59910/2026-2027:Carriage of departmental cut earth from one site to other site or to stacking yard by means of tipper of 5.50cum capacity including all cost of labour, machineries, loading, unloading, and stacking/ spreading charges as per the direction of Engineer at site

194.4

cum

199.16

₹38,716.7

174.46

₹33,915.02

173.26

₹33,681.74

Lowest

177.45

₹34,496.28

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.

97.2

cum

2,000

₹1,94,400

Lowest

2,176.05

₹2,11,512.06

2,161.14

₹2,10,062.81

2,213.31

₹2,15,133.73

1.00

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

97.2

cum

3,000

₹2,91,600

Lowest

3,285.56

₹3,19,356.43

3,263.05

₹3,17,168.46

3,343.03

₹3,24,942.52

1.00

2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

0.25

Hectare

47,091

₹11,725.66

41,251.83

₹10,271.71

40,969.28

₹10,201.35

Lowest

41,958.21

₹10,447.59

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX-1 (Road of Restoration )
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	-	cum	-	-
1.002	OD59910/2026-2027:Carriage of departmental cut earth from one site to other site or to stacking yard by means of tipper of 5.50cum capacity including all cost of labour, machineries, loading, unloading, and stacking/ spreading charges as per the direction of Engineer at site	-	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. (ii) Using Gravel mix soil.	-	cum	-	-
1.004	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	-	cum	-	-
1.005	2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means	-	Hectare	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APPENDIX-1 (Road of Restoration )

1.001

cum

1.002

cum

1.003

cum

1.004

cum

1.005

2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

Hectare