Tender ID

Kerala

To Be Opened

Works

Civil Works - Roads

Annual Plan-Kannur Corporation - Chelora zone div 18 - Proj 1703/24-25-Vattapoyil mappila LP school toilet construction retender

Local Self Government Department

KANNUR CORPORATION CHELORA ZONAL | Kannur, Kerala

Amount: ₹1.2 LCloses: 2 Jun 2026Closed

Timeline

Published26 May 2026
Closed2 Jun 2026
Bid Opening4 Jun 2026
Award—

Tender Value

₹1.2 L

EMD Value

₹3,046

Closing Date

2 Jun 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

AE CHELORA

Address

AE CHELORA KANNUR CORPORATION CHELORA ZONAL

Work Description

AAnnual Plan-Kannur Corporation - Chelora zone div 18 - Proj 1703/24-25-Vattapoyil mappila LP school toilet construction

Tender Information

Tender ID

2026_LSGD_852956_8

Reference Number

AE/LIDEW/CH/04/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

KANNUR CORPORATION CHELORA ZONAL

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)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE - PAYMENT FORM (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,046

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

2 Jun 2026

Published

26 May 2026

Bid Opening

4 Jun 2026

Download Starts

26 May 2026

Download Ends

2 Jun 2026

Submission Starts

26 May 2026

Clarification Period

26 May 2026 - 2 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (30 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TOILET
1.001	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	-	cum	-	-
1.002	OD544775/2024-2025: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	1	cum	-	-
1.003	OD544791/2024-2025:1.004-Specification code: OD350732/2023-2024 Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc.(MOD 50.6.7.2 of DAR)	-	cum	-	-
1.004	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)	1	cum	-	-
1.005	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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).	-	cum	-	-
1.006	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	-	sqm	-	-
1.007	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	1	sqm	-	-
1.008	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	1	kilogram	-	-
1.009	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	-	sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.01 MB

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.41 MB

Work Item Documents

BOQ_1441318.xls

BOQ • 0.32 MB

viewsbd1703.pdf

Tender Documents • 2.05 MB

viewnit1703.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TOILET
1.001	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	-	cum	-	-
1.002	OD544775/2024-2025: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	1	cum	-	-
1.003	OD544791/2024-2025:1.004-Specification code: OD350732/2023-2024 Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc.(MOD 50.6.7.2 of DAR)	-	cum	-	-
1.004	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)	1	cum	-	-
1.005	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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).	-	cum	-	-
1.006	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	-	sqm	-	-
1.007	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	1	sqm	-	-
1.008	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	1	kilogram	-	-
1.009	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1TOILET

1.001

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

cum

1.002

OD544775/2024-2025: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

cum

1.003

OD544791/2024-2025:1.004-Specification code: OD350732/2023-2024 Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc.(MOD 50.6.7.2 of DAR)

cum

1.004

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

cum

1.005

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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).

cum

1.006

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

sqm

1.007

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

sqm

1.008

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

kilogram

1.009

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

sqm