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MLA-ADF 2024-25 Construction of toilet at Mar Baselios AUP school koliyadi-- Nenmeni GP Rs.10,00000/--General Civil Work

Local Self Government Department

Kalpetta | Wayanad, Kerala

Amount: ₹8.0 LCloses: 22 Oct 2026

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Timeline

Published12 Oct 2026
Closes22 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹8.0 L

EMD Value

₹19,882

Closing Date

22 Oct 2026, 11:00 am

Tender Inviting Organisation

Name

Executive Engineer

Address

Office of the Executive Engineer Wayanad District Panchayath

Work Description

MLA-ADF 2024-25 Construction of toilet at Mar Baselios AUP school koliyadi-- Nenmeni GP Rs.10,00000/--General Civil Work

Tender Information

Tender ID

2026_LSGD_878082_3

Reference Number

D2-1281/2026(8)

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

365 days

Location

Kalpetta

Source Website

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Eligibility / Pre-Qualification

Please refer in tender document

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBill of Quantities (BOQ) (.xls)

RequiredPreliminary Agreement (.pdf)

RequiredAffidavit (.pdf)

RequiredNIT with SBD (.pdf)

RequiredIntegrity Pact Certificate (.pdf)

RequiredE-Payment certificate (.pdf)

RequiredForm of Tender (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,755

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹19,882

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

12 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (47 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TOILET
1.001	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	12.77	cum	-	-
1.002	OD533247/2025-2026:60.7.1 Modified 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. complete as per direction of Departmental officers at site	27.02	cum	-	-
1.003	OD533245/2025-2026:Laterite neatly dressed stones of size 35x20x20cm or nearest size in cement mortar 1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc. complete.(MOD 50.6.7.2 of DAR)	14.22	cum	-	-
1.004	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	0.62	cum	-	-
1.005	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	29.09	sqm	-	-
1.006	5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide	29.3	metre	-	-
1.007	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	10.96	sqm	-	-
1.008	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	6.35	cum	-	-
1.009	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	507.84	kilogram	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.59 MB

Tendernotice_2.pdf

PDF • 0.07 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Tendernotice_4.pdf

PDF • 0.14 MB

Tendernotice_5.pdf

PDF • 0.07 MB

Tendernotice_6.pdf

PDF • 0.10 MB

Work Item Documents

viewsbdmerged.pdf

Tender Documents • 1.70 MB

BOQ_1492853.xls

BOQ • 0.34 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TOILET
1.001	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	12.77	cum	-	-
1.002	OD533247/2025-2026:60.7.1 Modified 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. complete as per direction of Departmental officers at site	27.02	cum	-	-
1.003	OD533245/2025-2026:Laterite neatly dressed stones of size 35x20x20cm or nearest size in cement mortar 1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc. complete.(MOD 50.6.7.2 of DAR)	14.22	cum	-	-
1.004	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	0.62	cum	-	-
1.005	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	29.09	sqm	-	-
1.006	5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide	29.3	metre	-	-
1.007	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	10.96	sqm	-	-
1.008	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	6.35	cum	-	-
1.009	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	507.84	kilogram	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1TOILET

1.001

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

12.77

cum

1.002

OD533247/2025-2026:60.7.1 Modified 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. complete as per direction of Departmental officers at site

27.02

cum

1.003

OD533245/2025-2026:Laterite neatly dressed stones of size 35x20x20cm or nearest size in cement mortar 1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc. complete.(MOD 50.6.7.2 of DAR)

14.22

cum

1.004

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

0.62

cum

1.005

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

29.09

sqm

1.006

5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide

29.3

metre

1.007

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

10.96

sqm

1.008

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

6.35

cum

1.009

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

507.84

kilogram