Kerala

AOC

Works

Civil Works - Buildings

Annual Plan-CHENGALA GP 618/2024-25-TOILET CONSTRUCTION AT MARTHOMA SCHOOL

Local Self Government Department

CHENGALA | Kasaragod, Kerala

Amount: ₹2.5 LCloses: 14 Mar 2025Closed

Timeline

Published7 Mar 2025
Closed14 Mar 2025
Technical Evaluation21 May 2025
Awarded18 Oct 2025

Bids

Item Rate

2 Bids18 Oct 2025

#	Company	Amount	Rank	Status
1	A AMOO L1₹2.3 LAccepted-AOC	₹2.3 L	L1	Accepted-AOC AGREEMENT EXECUTED
2	NIZAM P M A L2₹2.3 L+₹237.42 (0.10%)Rejected-Finance	₹2.3 L+₹237.42 (0.10%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (35)

Sl No	Description	Qty	Unit	A AMOO L1	NIZAM P M A L2
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	4.02	cum	280.29 ₹1,126.49	260.95 ₹1,048.76 Lowest
1.00	OD350723/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	6.21	cum	4,981.6 ₹30,955.66	4,768.67 ₹29,632.52 Lowest
1.00	OD350726/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	5.52	cum	5,748 ₹31,746.2	5,425.19 ₹29,963.32 Lowest
1.00	50.6.6.2:Hollow block masonry using pre cast solid blocks (factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for Super structure up to floor two level for 10 cm thick wall in: CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete	0.6	cum	7,239.43 ₹4,365.38	5,901.46 ₹3,558.58 Lowest
1.00	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).	0.58	cum	10,848.58 ₹6,313.87	10,098.42 ₹5,877.28 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	3	sqm	770.04 ₹2,310.12	716.77 ₹2,150.31 Lowest
1.01	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	3.57	sqm	613.39 ₹2,189.8	570.96 ₹2,038.33 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	43.65	kilogram	92.79 ₹4,050.28	86.37 ₹3,770.05 Lowest
1.01	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.	3.22	cum	244.08 ₹786.91	227.18 ₹732.43 Lowest

Tender Value

₹2.5 L

EMD Value

₹6,337

Closing Date

14 Mar 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Address

CHENGALA

Work Description

Annual Plan-CHENGALA GP 618/2024-25-TOILET CONSTRUCTION AT MARTHOMA SCHOOL

Tender Information

Tender ID

2025_LSGD_747873_1

Reference Number

AE/LIDEW/CH/ET/03/24-25

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

150 days

Location

CHENGALA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredGST Document (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,337

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Oct 2025

Published

7 Mar 2025

Bid Opening

17 Mar 2025

Download Starts

7 Mar 2025

Download Ends

14 Mar 2025

Submission Starts

7 Mar 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

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

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Company

A AMOO

L1₹2.3 LAccepted-AOC

NIZAM P M A

L2₹2.3 L+₹237.42 (0.10%)Rejected-Finance

Sl No	Description	Qty	Unit	A AMOO L1	NIZAM P M A L2
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	4.02	cum	280.29 ₹1,126.49	260.95 ₹1,048.76 Lowest
1.00	OD350723/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	6.21	cum	4,981.6 ₹30,955.66	4,768.67 ₹29,632.52 Lowest
1.00	OD350726/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	5.52	cum	5,748 ₹31,746.2	5,425.19 ₹29,963.32 Lowest
1.00	50.6.6.2:Hollow block masonry using pre cast solid blocks (factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for Super structure up to floor two level for 10 cm thick wall in: CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete	0.6	cum	7,239.43 ₹4,365.38	5,901.46 ₹3,558.58 Lowest
1.00	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).	0.58	cum	10,848.58 ₹6,313.87	10,098.42 ₹5,877.28 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	3	sqm	770.04 ₹2,310.12	716.77 ₹2,150.31 Lowest
1.01	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	3.57	sqm	613.39 ₹2,189.8	570.96 ₹2,038.33 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	43.65	kilogram	92.79 ₹4,050.28	86.37 ₹3,770.05 Lowest
1.01	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.	3.22	cum	244.08 ₹786.91	227.18 ₹732.43 Lowest

Sl No

Description

Qty

Unit

A AMOO

NIZAM P M A

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

4.02

cum

280.29

₹1,126.49

260.95

₹1,048.76

Lowest

1.00

OD350723/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

6.21

cum

4,981.6

₹30,955.66

4,768.67

₹29,632.52

Lowest

1.00

OD350726/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

5.52

cum

5,748

₹31,746.2

5,425.19

₹29,963.32

Lowest

1.00

50.6.6.2:Hollow block masonry using pre cast solid blocks (factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for Super structure up to floor two level for 10 cm thick wall in: CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete

0.6

cum

7,239.43

₹4,365.38

5,901.46

₹3,558.58

Lowest

1.00

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).

0.58

cum

10,848.58

₹6,313.87

10,098.42

₹5,877.28

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

sqm

770.04

₹2,310.12

716.77

₹2,150.31

Lowest

1.01

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

3.57

sqm

613.39

₹2,189.8

570.96

₹2,038.33

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

43.65

kilogram

92.79

₹4,050.28

86.37

₹3,770.05

Lowest

1.01

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.

3.22

cum

244.08

₹786.91

227.18

₹732.43

Lowest