Kerala

AOC

Works

Civil Works - Buildings

PROJECT NO 191/25-26-CONSTRUCTION OF TOILET AT HARIPURAM AYURVEDA HOSPITAL IN PULLUR PERIYA GP

Local Self Government Department

PULLUR PERIYA | Kasaragod, Kerala

Amount: ₹2.5 LCloses: 16 Aug 2025Closed

Timeline

Published7 Aug 2025
Closed16 Aug 2025
Technical Evaluation8 Oct 2025
Financial Evaluation8 Oct 2025
Awarded28 Oct 2025

Bids

Item Rate

2 Bids28 Oct 2025

#	Company	Amount	Rank	Status
1	SANTHOSHKUMAR V V L1₹2.2 LAccepted-AOC	₹2.2 L	L1	Accepted-AOC L1
2	AJITH KUMAR M L2₹2.3 L+₹5,077.08 (2.30%)Rejected-Finance	₹2.3 L+₹5,077.08 (2.30%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (33)

Sl No	Description	Qty	Unit	AJITH KUMAR M L2	SANTHOSHKUMAR V V L1
1.00Toilet construction
1.00	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	3.51	cum	301.62 ₹1,058.69	294.86 ₹1,034.96 Lowest
1.00	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil	10.8	cum	216.02 ₹2,333.02	211.17 ₹2,280.64 Lowest
1.00	OD15331/2025-2026:od1336470/2021_2022 :Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)	10.5	cum	5,130.9 ₹53,874.45	5,015.77 ₹52,665.59 Lowest
1.00	OD15333/2025-2026:od1336471/2021_2022 :Laterite neatly dressed stones of size 35x20x20 cm or nearezt size in cement mortar 1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc. complete. (Modified 50.6.7.2	5.4	cum	5,870.79 ₹31,725.75	5,739.05 ₹31,013.83 Lowest
1.00	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	1.34	cum	267.03 ₹358.89	261.04 ₹350.84 Lowest
1.01	5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size	0.54	cum	8,794.65 ₹4,749.11	8,597.31 ₹4,642.55 Lowest
1.01	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).	1.37	cum	11,271 ₹15,418.73	11,018.09 ₹15,072.75 Lowest
1.01	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	147.24	kilogram	94.26 ₹13,878.84	92.15 ₹13,568.17 Lowest
1.01	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	7.74	sqm	805.98 ₹6,238.29	787.9 ₹6,098.35 Lowest

Tender Value

₹2.5 L

EMD Value

₹6,347

Closing Date

16 Aug 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

Office of Assistant Engineer LSGD Section Pullur Periya GP

Work Description

PROJECT NO 191/25-26-CONSTRUCTION OF TOILET AT HARIPURAM AYURVEDA HOSPITAL IN PULLUR PERIYA GP

Tender Information

Tender ID

2025_LSGD_783064_15

Reference Number

AE/LIDEW/PP/02/25-26

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

PULLUR PERIYA

Source Website

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Eligibility / Pre-Qualification

Please refer tender documents

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

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)

RequiredSCANNED COPY OF BIDDERS REGISTRATION CERTIFICATE,PAN ,GST (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,347

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Oct 2025

Published

7 Aug 2025

Bid Opening

18 Aug 2025

Download Starts

7 Aug 2025

Download Ends

16 Aug 2025

Submission Starts

7 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_1285850.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

SANTHOSHKUMAR V V

L1₹2.2 LAccepted-AOC

AJITH KUMAR M

L2₹2.3 L+₹5,077.08 (2.30%)Rejected-Finance

Sl No	Description	Qty	Unit	AJITH KUMAR M L2	SANTHOSHKUMAR V V L1
1.00Toilet construction
1.00	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	3.51	cum	301.62 ₹1,058.69	294.86 ₹1,034.96 Lowest
1.00	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil	10.8	cum	216.02 ₹2,333.02	211.17 ₹2,280.64 Lowest
1.00	OD15331/2025-2026:od1336470/2021_2022 :Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)	10.5	cum	5,130.9 ₹53,874.45	5,015.77 ₹52,665.59 Lowest
1.00	OD15333/2025-2026:od1336471/2021_2022 :Laterite neatly dressed stones of size 35x20x20 cm or nearezt size in cement mortar 1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc. complete. (Modified 50.6.7.2	5.4	cum	5,870.79 ₹31,725.75	5,739.05 ₹31,013.83 Lowest
1.00	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	1.34	cum	267.03 ₹358.89	261.04 ₹350.84 Lowest
1.01	5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size	0.54	cum	8,794.65 ₹4,749.11	8,597.31 ₹4,642.55 Lowest
1.01	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).	1.37	cum	11,271 ₹15,418.73	11,018.09 ₹15,072.75 Lowest
1.01	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	147.24	kilogram	94.26 ₹13,878.84	92.15 ₹13,568.17 Lowest
1.01	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	7.74	sqm	805.98 ₹6,238.29	787.9 ₹6,098.35 Lowest

Sl No

Description

Qty

Unit

AJITH KUMAR M

SANTHOSHKUMAR V V

1.00Toilet construction

1.00

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

3.51

cum

301.62

₹1,058.69

294.86

₹1,034.96

Lowest

1.00

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

10.8

cum

216.02

₹2,333.02

211.17

₹2,280.64

Lowest

1.00

OD15331/2025-2026:od1336470/2021_2022 :Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)

10.5

cum

5,130.9

₹53,874.45

5,015.77

₹52,665.59

Lowest

1.00

OD15333/2025-2026:od1336471/2021_2022 :Laterite neatly dressed stones of size 35x20x20 cm or nearezt size in cement mortar 1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc. complete. (Modified 50.6.7.2

5.4

cum

5,870.79

₹31,725.75

5,739.05

₹31,013.83

Lowest

1.00

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

1.34

cum

267.03

₹358.89

261.04

₹350.84

Lowest

1.01

5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

0.54

cum

8,794.65

₹4,749.11

8,597.31

₹4,642.55

Lowest

1.01

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

1.37

cum

11,271

₹15,418.73

11,018.09

₹15,072.75

Lowest

1.01

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

147.24

kilogram

94.26

₹13,878.84

92.15

₹13,568.17

Lowest

1.01

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

7.74

sqm

805.98

₹6,238.29

787.9

₹6,098.35

Lowest