Kerala

AOC

Works

Civil Works - Roads

MLA-SDF-2024-25-PALLAM MALABAR ROAD IN MANGALAPADY GRAMA PANCHAYATH-GENERAL CIVIL WORK

Rural Development Department

MANGALPADY GRAMA PANCHAYATH | Kasaragod, Kerala

Amount: ₹5.8 LCloses: 3 Sept 2025Closed

Timeline

Published25 Aug 2025
Closed3 Sept 2025
Technical Evaluation9 Sept 2025
Financial Evaluation25 Oct 2025
Awarded27 Oct 2025

Bids

Item Rate

3 Bids27 Oct 2025

#	Company	Amount	Rank	Status
1	ABOOBACKER SIDDIK S U L1₹4.7 LAccepted-AOC	₹4.7 L	L1	Accepted-AOC Agreement executed on 27/10/2025
2	Individual L2₹4.9 L+₹15,860 (3.35%)Rejected-AOC	₹4.9 L+₹15,860 (3.35%)	L2	Rejected-AOC .
3	ismail thufail L3₹5.0 L+₹26,459.97 (5.58%)Rejected-Finance	₹5.0 L+₹26,459.97 (5.58%)	L3	Rejected-Finance Higher rate and hence not admitted

BoQ Comparative

Line Items (10)

Sl No	Description	Qty	Unit	ABOOBACKER SIDDIK S U L1	Individual L2	ismail thufail L3
1.00road
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.	56.25	cum	53.6 ₹3,015 Lowest	64.19 ₹3,610.69	56 ₹3,150
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.	28.12	cum	1,896.63 ₹53,342.72 Lowest	2,000 ₹56,250	2,000 ₹56,250
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)	56.25	cum	7,298.37 ₹4,10,533.31 Lowest	7,500 ₹4,21,875	7,690 ₹4,32,562.5
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	22.5	cum	43.28 ₹973.8 Lowest	57.6 ₹1,296	50 ₹1,125
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	274.52 ₹42.83 Lowest	292.42 ₹45.62	300 ₹46.8
2.00	OD433082/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	0.32	cum	4,669.79 ₹1,513.01 Lowest	5,320 ₹1,723.68	5,700 ₹1,846.8
2.00	16.21:Engraving letters in hard stone	100	per Letter per cm height	8.35 ₹835 Lowest	9.46 ₹946	9 ₹900
2.00	16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of area less than 0.50 sqm.	0.84	sqm	3,938.69 ₹3,308.5 Lowest	4,303.57 ₹3,615	4,800 ₹4,032

Tender Value

₹5.8 L

EMD Value

₹14,612

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-PALLAM MALABAR ROAD IN MANGALAPADY GRAMA PANCHAYATH-GENERAL CIVIL WORK

Tender Information

Tender ID

2025_CRD_788508_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

MANGALPADY 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

₹1,290

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,612

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

27 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_1297958.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

ABOOBACKER SIDDIK S U

L1₹4.7 LAccepted-AOC

Individual

L2₹4.9 L+₹15,860 (3.35%)Rejected-AOC

ismail thufail

L3₹5.0 L+₹26,459.97 (5.58%)Rejected-Finance

Sl No	Description	Qty	Unit	ABOOBACKER SIDDIK S U L1	Individual L2	ismail thufail L3
1.00road
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.	56.25	cum	53.6 ₹3,015 Lowest	64.19 ₹3,610.69	56 ₹3,150
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.	28.12	cum	1,896.63 ₹53,342.72 Lowest	2,000 ₹56,250	2,000 ₹56,250
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)	56.25	cum	7,298.37 ₹4,10,533.31 Lowest	7,500 ₹4,21,875	7,690 ₹4,32,562.5
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	22.5	cum	43.28 ₹973.8 Lowest	57.6 ₹1,296	50 ₹1,125
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	274.52 ₹42.83 Lowest	292.42 ₹45.62	300 ₹46.8
2.00	OD433082/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	0.32	cum	4,669.79 ₹1,513.01 Lowest	5,320 ₹1,723.68	5,700 ₹1,846.8
2.00	16.21:Engraving letters in hard stone	100	per Letter per cm height	8.35 ₹835 Lowest	9.46 ₹946	9 ₹900
2.00	16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of area less than 0.50 sqm.	0.84	sqm	3,938.69 ₹3,308.5 Lowest	4,303.57 ₹3,615	4,800 ₹4,032

Sl No

Description

Qty

Unit

ABOOBACKER SIDDIK S U

Individual

ismail thufail

1.00road

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.

56.25

cum

53.6

₹3,015

Lowest

64.19

₹3,610.69

₹3,150

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.

28.12

cum

1,896.63

₹53,342.72

Lowest

2,000

₹56,250

2,000

₹56,250

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)

56.25

cum

7,298.37

₹4,10,533.31

Lowest

7,500

₹4,21,875

7,690

₹4,32,562.5

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

22.5

cum

43.28

₹973.8

Lowest

57.6

₹1,296

₹1,125

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

274.52

₹42.83

Lowest

292.42

₹45.62

300

₹46.8

2.00

OD433082/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

0.32

cum

4,669.79

₹1,513.01

Lowest

5,320

₹1,723.68

5,700

₹1,846.8

2.00

16.21:Engraving letters in hard stone

100

per Letter per cm height

8.35

₹835

Lowest

9.46

₹946

₹900

2.00

16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of area less than 0.50 sqm.

0.84

sqm

3,938.69

₹3,308.5

Lowest

4,303.57

₹3,615

4,800

₹4,032