Kerala

AOC

Works

Civil Works - Roads

MLA-SDF- 2024-25-UKKINADUKKA PAARA ROAD IN ENMAKAJE GRAMA PANCHAYATH-GENERAL CIVIL WORK

Rural Development Department

ENMAKAJE GRAMA PANCHAYATH | Kasaragod, Kerala

Amount: ₹4.2 LCloses: 3 Sept 2025Closed

Timeline

Published25 Aug 2025
Closed3 Sept 2025
Technical Evaluation9 Sept 2025
Financial Evaluation24 Oct 2025
Awarded28 Oct 2025

Bids

Item Rate

2 Bids28 Oct 2025

#	Company	Amount	Rank	Status
1	FAASIL K M L1₹3.5 LAccepted-AOC	₹3.5 L	L1	Accepted-AOC Agreement executed on 28/10/2025
2	MUHAMMED SABIR GH L2₹3.5 L+₹2,592.37 (0.75%)Rejected-AOC	₹3.5 L+₹2,592.37 (0.75%)	L2	Rejected-AOC .

BoQ Comparative

Line Items (13)

Sl No	Description	Qty	Unit	MUHAMMED SABIR GH L2	FAASIL K M L1
1.00road
1.00	3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.	111.6	cum	69.58 ₹7,765.13 Lowest	200 ₹22,320
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.	18.6	cum	1,924.22 ₹35,790.49 Lowest	2,000 ₹37,200
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)	28.9	cum	7,404.54 ₹2,13,991.21	6,400 ₹1,84,960 Lowest
1.00	3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	89.3	cum	43.91 ₹3,921.16 Lowest	70 ₹6,251
1.00	11.1.2:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.II. Ordinary rock (not requiring blasting) Upto 3 m depth	8	cum	911.49 ₹7,291.92	800 ₹6,400 Lowest
1.01	OD77057/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc	21	cum	3,220.97 ₹67,640.37 Lowest	3,640 ₹76,440
1.01	11.7:Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.07	tonne	77,761.54 ₹5,443.31 Lowest	86,000 ₹6,020
2.00NAME BOARD
2.00	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	0.16	cum	278.51 ₹43.45 Lowest	280 ₹43.68

Tender Value

₹4.2 L

EMD Value

₹10,590

Closing Date

3 Sept 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

BLOCK DEVELOPMENT OFFICER

Address

Manjeswaram P.O., Kasaragod, PIN-671323

Work Description

MLA-SDF- 2024-25-UKKINADUKKA PAARA ROAD IN ENMAKAJE GRAMA PANCHAYATH-GENERAL CIVIL WORK

Tender Information

Tender ID

2025_CRD_788194_1

Reference Number

BDO/MJR/TR/01/2025/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

ENMAKAJE GRAMA PANCHAYATH

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)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,590

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Oct 2025

Published

25 Aug 2025

Bid Opening

8 Sept 2025

Download Starts

25 Aug 2025

Download Ends

3 Sept 2025

Submission Starts

25 Aug 2025

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_1297274.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

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Company

FAASIL K M

L1₹3.5 LAccepted-AOC

MUHAMMED SABIR GH

L2₹3.5 L+₹2,592.37 (0.75%)Rejected-AOC

Sl No	Description	Qty	Unit	MUHAMMED SABIR GH L2	FAASIL K M L1
1.00road
1.00	3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.	111.6	cum	69.58 ₹7,765.13 Lowest	200 ₹22,320
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.	18.6	cum	1,924.22 ₹35,790.49 Lowest	2,000 ₹37,200
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)	28.9	cum	7,404.54 ₹2,13,991.21	6,400 ₹1,84,960 Lowest
1.00	3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5	89.3	cum	43.91 ₹3,921.16 Lowest	70 ₹6,251
1.00	11.1.2:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.II. Ordinary rock (not requiring blasting) Upto 3 m depth	8	cum	911.49 ₹7,291.92	800 ₹6,400 Lowest
1.01	OD77057/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc	21	cum	3,220.97 ₹67,640.37 Lowest	3,640 ₹76,440
1.01	11.7:Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.07	tonne	77,761.54 ₹5,443.31 Lowest	86,000 ₹6,020
2.00NAME BOARD
2.00	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	0.16	cum	278.51 ₹43.45 Lowest	280 ₹43.68

Sl No

Description

Qty

Unit

MUHAMMED SABIR GH

FAASIL K M

1.00road

1.00

3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.

111.6

cum

69.58

₹7,765.13

Lowest

200

₹22,320

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.

18.6

cum

1,924.22

₹35,790.49

Lowest

2,000

₹37,200

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)

28.9

cum

7,404.54

₹2,13,991.21

6,400

₹1,84,960

Lowest

1.00

3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

89.3

cum

43.91

₹3,921.16

Lowest

₹6,251

1.00

11.1.2:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.II. Ordinary rock (not requiring blasting) Upto 3 m depth

cum

911.49

₹7,291.92

800

₹6,400

Lowest

1.01

OD77057/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc

cum

3,220.97

₹67,640.37

Lowest

3,640

₹76,440

1.01

11.7:Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.07

tonne

77,761.54

₹5,443.31

Lowest

86,000

₹6,020

2.00NAME BOARD

2.00

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

0.16

cum

278.51

₹43.45

Lowest

280

₹43.68