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EYE1-2026008-25-MPLADS-DR. JOHN BRITTAS CONSTRUCTION OF FIRST FLOOR OF THE BUILDING OF KANNAN NAIR SMARAKA SAMSKARIKA KENDRAM (REG.NO.ER1523/98) DESHABHIMANI ROAD,KALOOR DI.70 KOCHI MUNCIPAL CORPORATION.-MP-LAD-General Civil Work

Local Self Government Department

EDAPPALLY ZONAL OFFICE | Ernakulam, Kerala

Amount: ₹8.0 LCloses: 23 Oct 20265d left

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Timeline

Published17 Oct 2026
Closes23 Oct 2026
Bid Opening24 Oct 2026

Tender Value

₹8.0 L

EMD Value

₹20,105

Closing Date

23 Oct 2026, 3:00 pm5d left

Tender Inviting Organisation

Name

ASSISTANT EXCECUTIVE ENGINEER

Address

ASSISTANT EXCECUTIVE ENGINEER.EDAPPALLY ZONAL OFFICE

Work Description

EYE1-2026008-25-MPLADS-DR. JOHN BRITTAS CONSTRUCTION OF FIRST FLOOR OF THE BUILDING OF KANNAN NAIR SMARAKA SAMSKARIKA KENDRAM (REG.NO.ER1523/98) DESHABHIMANI ROAD,KALOOR DI.70 KOCHI MUNCIPAL CORPORATION.-MP-LAD-General Civil Work

Tender Information

Tender ID

2026_LSGD_878539_1

Reference Number

EYE2/7600/22

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

EDAPPALLY ZONAL OFFICE

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredAFFIDAVIT (.pdf)

RequiredEPAYMENT (.pdf)

RequiredFOT (.pdf)

RequiredINTEGRITY PACT (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredSBD (.pdf)

RequiredTENDER NOTICE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,372

EMD Fee Amount

₹20,105

Important Dates

Last Activity

17 Oct 2026

Published

17 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

17 Oct 2026

Download Ends

23 Oct 2026

Submission Starts

17 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (26 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1first floor
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)	2.59	cum	-	-
1.002	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	34.56	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).	10.15	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	31.21	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	59.37	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	36.7	metre	-	-
1.007	5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)	4.51	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	1,210.68	kilogram	-	-
1.009	50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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	12.34	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.06 MB

Tendernotice_4.pdf

PDF • 0.25 MB

Tendernotice_5.pdf

PDF • 0.08 MB

Tendernotice_6.pdf

PDF • 0.99 MB

Tendernotice_7.pdf

PDF • 1.90 MB

Work Item Documents

BOQ_1493216.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1first floor
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)	2.59	cum	-	-
1.002	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	34.56	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).	10.15	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	31.21	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	59.37	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	36.7	metre	-	-
1.007	5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)	4.51	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	1,210.68	kilogram	-	-
1.009	50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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	12.34	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1first floor

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)

2.59

cum

1.002

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

34.56

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).

10.15

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

31.21

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

59.37

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

36.7

metre

1.007

5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)

4.51

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

1,210.68

kilogram

1.009

50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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

12.34

cum