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MLA-ADF - 2024-25 - Kalpetta LA - Construction of 4 Daivappuras (Mutharikunnu Colony, Kolimoola Colony, Manjalamkolly Colony, Chengalerikunnu Chembakamoola Colony)-4000000/-

Local Self Government Department

Kalpetta | Wayanad, Kerala

Amount: ₹33.9 LCloses: 22 Oct 2026

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Timeline

Published12 Oct 2026
Closes22 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹33.9 L

EMD Value

₹50,000

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 - Kalpetta LA - Construction of 4 Daivappuras (Mutharikunnu Colony, Kolimoola Colony, Manjalamkolly Colony, Chengalerikunnu Chembakamoola Colony)-4000000/-

Tender Information

Tender ID

2026_LSGD_878082_1

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

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

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 (104 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONSTRUCTION OF BUILDING chengeleri kunnu chembakamoola colony
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	27.22	cum	-	-
1.002	OD518023/2025-2026:DRY RUBBLE MASONRY with hard stone without through stone including all cost conveyance and all labour charges etcm	32.5	cum	-	-
1.003	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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	2	cum	-	-
1.004	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 derived from natural sources)	3.23	cum	-	-
1.005	5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	0.48	cum	-	-
1.006	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).	1.23	cum	-	-
1.007	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	282.68	kilogram	-	-
1.008	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	3.84	sqm	-	-
1.009	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	11.04	sqm	-	-

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 • 1.69 MB

BOQ_1492349.xls

BOQ • 0.37 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONSTRUCTION OF BUILDING chengeleri kunnu chembakamoola colony
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	27.22	cum	-	-
1.002	OD518023/2025-2026:DRY RUBBLE MASONRY with hard stone without through stone including all cost conveyance and all labour charges etcm	32.5	cum	-	-
1.003	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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	2	cum	-	-
1.004	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 derived from natural sources)	3.23	cum	-	-
1.005	5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	0.48	cum	-	-
1.006	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).	1.23	cum	-	-
1.007	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	282.68	kilogram	-	-
1.008	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	3.84	sqm	-	-
1.009	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	11.04	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CONSTRUCTION OF BUILDING chengeleri kunnu chembakamoola colony

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

27.22

cum

1.002

OD518023/2025-2026:DRY RUBBLE MASONRY with hard stone without through stone including all cost conveyance and all labour charges etcm

32.5

cum

1.003

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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

cum

1.004

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 derived from natural sources)

3.23

cum

1.005

5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

0.48

cum

1.006

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).

1.23

cum

1.007

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

282.68

kilogram

1.008

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

3.84

sqm

1.009

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

11.04

sqm