Kerala

Financial BO

Works

Civil Works - Roads

PROJECT NO 105-KELOTH PUTHIYOTTIL KATTUKOYATHU ROAD WARD 17-

Local Self Government Department

MOODADI | Kozhikode, Kerala

Amount: ₹2.5 LCloses: 10 Sept 2026Closed

Timeline

Published3 Sept 2026
Closed10 Sept 2026
Financial Evaluation—
Award—

Bids

Item Rate

5 Bids15 Sept 2026

#	Company	Amount	Rank	Status
1	RAHUL C M L1₹2.0 LAdmitted-Fee/PreQual/Technical/Finance	₹2.0 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	C P SREEKUMAR L2₹2.1 L+₹5,389.52 (2.65%)Admitted-Fee/PreQual/Technical/Finance VISHNU PRABHA HOUSE KAVIL P O NADUVANNUR VIA KOYILANDY KOZHIKODE DISTRICT KERALA 673614 \| KOZHIKODE \| KERALA \| 673614	₹2.1 L+₹5,389.52 (2.65%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	chandran n v L3₹2.1 L+₹9,100.62 (4.48%)Admitted-Fee/PreQual/Technical/Finance	₹2.1 L+₹9,100.62 (4.48%)	L3	Admitted-Fee/PreQual/Technical/Finance
4	KARUNAKARAN P L4₹2.2 L+₹12,742.03 (6.28%)Admitted-Fee/PreQual/Technical/Finance	₹2.2 L+₹12,742.03 (6.28%)	L4	Admitted-Fee/PreQual/Technical/Finance
5	RLCCS ltd L5₹2.2 L+₹20,159.87 (9.93%)Admitted-Fee/PreQual/Technical/Finance KALPATHUR	₹2.2 L+₹20,159.87 (9.93%)	L5	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (3)

Sl No	Description	Qty	Unit	RAHUL C M L1	RLCCS ltd L5	C P SREEKUMAR L2	chandran n v L3	KARUNAKARAN P L4
1.00concreting
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.	16	cum	52.64 ₹842.24 Lowest	55 ₹880	73 ₹1,168	74 ₹1,184	55.26 ₹884.16
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.	16.35	cum	1,826.64 ₹29,865.56	2,000 ₹32,700	1,859 ₹30,394.65	1,800 ₹29,430 Lowest	1,940.84 ₹31,732.73
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)	24.52	cum	7,025.1 ₹1,72,290.58 Lowest	7,730 ₹1,89,578.25	7,210 ₹1,76,825.25	7,400 ₹1,81,485	7,466.81 ₹1,83,123.52

Tender Value

₹2.5 L

EMD Value

₹6,344

Closing Date

10 Sept 2026, 11:00 amClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER ,MOODADI GP

Address

ASSISTANT ENGINEER ,MOODADI GP

Work Description

ROAD

Tender Information

Tender ID

2026_LSGD_867308_16

Reference Number

AE/MDY/TENDER/01/P/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

MOODADI

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredNIT (.pdf)

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredIPACT (.pdf)

RequiredFORM (.pdf)

RequiredPRELIMINARY (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredEPAYMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,344

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Sept 2026

Published

3 Sept 2026

Bid Opening

12 Sept 2026

Download Starts

3 Sept 2026

Download Ends

10 Sept 2026

Submission Starts

3 Sept 2026

Clarification Period

3 Sept 2026 - 8 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1concreting
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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	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	-	-
1.003	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)	1	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1468790.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 • 0.29 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.26 MB

Tendernotice_4.pdf

PDF • 0.24 MB

Tendernotice_5.pdf

PDF • 0.24 MB

Tendernotice_6.pdf

PDF • 0.24 MB

Tendernotice_7.pdf

PDF • 0.97 MB

Work Item Documents

BOQ_1468790.xls

BOQ • 0.30 MB

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Company

RAHUL C M

L1₹2.0 LAdmitted-Fee/PreQual/Technical/Finance

C P SREEKUMAR

L2₹2.1 L+₹5,389.52 (2.65%)Admitted-Fee/PreQual/Technical/Finance

VISHNU PRABHA HOUSE KAVIL P O NADUVANNUR VIA KOYILANDY KOZHIKODE DISTRICT KERALA 673614 | KOZHIKODE | KERALA | 673614

chandran n v

L3₹2.1 L+₹9,100.62 (4.48%)Admitted-Fee/PreQual/Technical/Finance

KARUNAKARAN P

L4₹2.2 L+₹12,742.03 (6.28%)Admitted-Fee/PreQual/Technical/Finance

RLCCS ltd

L5₹2.2 L+₹20,159.87 (9.93%)Admitted-Fee/PreQual/Technical/Finance

KALPATHUR

Sl No	Description	Qty	Unit	RAHUL C M L1	RLCCS ltd L5	C P SREEKUMAR L2	chandran n v L3	KARUNAKARAN P L4
1.00concreting
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.	16	cum	52.64 ₹842.24 Lowest	55 ₹880	73 ₹1,168	74 ₹1,184	55.26 ₹884.16
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.	16.35	cum	1,826.64 ₹29,865.56	2,000 ₹32,700	1,859 ₹30,394.65	1,800 ₹29,430 Lowest	1,940.84 ₹31,732.73
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)	24.52	cum	7,025.1 ₹1,72,290.58 Lowest	7,730 ₹1,89,578.25	7,210 ₹1,76,825.25	7,400 ₹1,81,485	7,466.81 ₹1,83,123.52

Sl No

Description

Qty

Unit

RAHUL C M

RLCCS ltd

C P SREEKUMAR

chandran n v

KARUNAKARAN P

1.00concreting

1.00

3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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

52.64

₹842.24

Lowest

₹880

₹1,168

₹1,184

55.26

₹884.16

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.

16.35

cum

1,826.64

₹29,865.56

2,000

₹32,700

1,859

₹30,394.65

1,800

₹29,430

Lowest

1,940.84

₹31,732.73

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)

24.52

cum

7,025.1

₹1,72,290.58

Lowest

7,730

₹1,89,578.25

7,210

₹1,76,825.25

7,400

₹1,81,485

7,466.81

₹1,83,123.52

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1concreting
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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	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	-	-
1.003	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)	1	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1concreting

1.001

cum

1.002

cum

1.003

cum