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LAC-ADS-(2025-26), Manjeri LAC, Work Proposed By Hon. MLA Adv. U A LATHEEF (ID 24293) -Construction of building for Karakkunnu Government Higher Secondary School in Thrikkalangode Grama Panchayat.-General Civil Work

Local Self Government Department

Malappuram, Kerala

Amount: ₹12.7 LCloses: 12 Oct 2026Due today

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Timeline

Published5 Oct 2026
Closes12 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹12.7 L

EMD Value

₹31,762

Closing Date

12 Oct 2026, 6:55 pmDue today

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505

Work Description

LAC-ADS-(2025-26), Manjeri LAC, Work Proposed By Hon. MLA Adv. U A LATHEEF (ID 24293) -Construction of building for Karakkunnu Government Higher Secondary School in Thrikkalangode Grama Panchayat.-General Civil Work

Tender Information

Tender ID

2026_LSGD_875335_6

Reference Number

DB1/TN/EE/21/26-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

365 days

Location

MALAPPURAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBoQ (.xls)

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)

RequiredMerged pdf of NIT and SBD Form (.pdf)

RequiredCopy of Remittance towards Bid submission Fee and Bid Security (.pdf)

RequiredBidder Valid Registration Certificate (.pdf)

RequiredGST (.pdf)

RequiredPAN (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹31,762

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

14 Oct 2026

Download Starts

5 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1First Floor School Building
1.001	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	2.16	cum	-	-
1.002	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	62.4	sqm	-	-
1.003	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	94.75	sqm	-	-
1.004	5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges	12.84	sqm	-	-
1.005	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	114.66	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	43.4	metre	-	-
1.007	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)	4.32	cum	-	-
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).	23.54	cum	-	-
1.009	5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more	3,131.51	kg	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.11 MB

Work Item Documents

BOQ_1488912.xls

BOQ • 0.31 MB

PRELIMINARY AGREEMENT.pdf

Tender Documents • 0.15 MB

E-PAYMENT.pdf

Tender Documents • 0.01 MB

FORM OF TENDER.pdf

Tender Documents • 0.18 MB

INTEGRITY PACT.pdf

Tender Documents • 0.05 MB

AFFIDAVIT.pdf

Tender Documents • 0.35 MB

06NIT.pdf

Tender Documents • 0.03 MB

06SBD.pdf

Tender Documents • 2.00 MB

06.pdf

Tender Documents • 0.04 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1First Floor School Building
1.001	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	2.16	cum	-	-
1.002	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	62.4	sqm	-	-
1.003	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	94.75	sqm	-	-
1.004	5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges	12.84	sqm	-	-
1.005	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	114.66	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	43.4	metre	-	-
1.007	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)	4.32	cum	-	-
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).	23.54	cum	-	-
1.009	5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more	3,131.51	kg	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1First Floor School Building

1.001

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

2.16

cum

1.002

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

62.4

sqm

1.003

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

94.75

sqm

1.004

5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges

12.84

sqm

1.005

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

114.66

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

43.4

metre

1.007

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)

4.32

cum

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).

23.54

cum

1.009

5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

3,131.51