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LAC-ADS-(2024-25), Malappuram LAC, Work Proposed By Hon. MLA Shri. P. UBAIDULLA (ID 22101) -Construction Work Of G.M.L.P. School, Athanikal Building in Pookkottur Grama Panchayath-General Civil Work

Local Self Government Department

Malappuram, Kerala

Amount: ₹16.9 LCloses: 12 Oct 2026Due today

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Timeline

Published5 Oct 2026
Closes12 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹16.9 L

EMD Value

₹42,372

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-(2024-25), Malappuram LAC, Work Proposed By Hon. MLA Shri. P. UBAIDULLA (ID 22101) -Construction Work Of G.M.L.P. School, Athanikal Building in Pookkottur Grama Panchayath-General Civil Work

Tender Information

Tender ID

2026_LSGD_875335_1

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

₹42,372

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 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1School Builidng
1.001	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)	5.32	cum	-	-
1.002	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	70.3	sqm	-	-
1.003	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).	25.37	cum	-	-
1.004	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	85.14	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	106.8	sqm	-	-
1.006	5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges	25.45	sqm	-	-
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	3,004.26	kilogram	-	-
1.008	50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.	22.56	cum	-	-
1.009	50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete	2.75	cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.11 MB

Work Item Documents

BOQ_1486091.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

01NIT.pdf

Tender Documents • 0.03 MB

01SBD.pdf

Tender Documents • 2.19 MB

01.pdf

Tender Documents • 0.04 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1School Builidng
1.001	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)	5.32	cum	-	-
1.002	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	70.3	sqm	-	-
1.003	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).	25.37	cum	-	-
1.004	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	85.14	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	106.8	sqm	-	-
1.006	5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges	25.45	sqm	-	-
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	3,004.26	kilogram	-	-
1.008	50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.	22.56	cum	-	-
1.009	50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete	2.75	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1School Builidng

1.001

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)

5.32

cum

1.002

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

70.3

sqm

1.003

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).

25.37

cum

1.004

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

85.14

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

106.8

sqm

1.006

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

25.45

sqm

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

3,004.26

kilogram

1.008

50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.

22.56

cum

1.009

50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete

2.75

cum