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Civil Works - Buildings

Cheriyamundam GP (Project No.209/2026-27)-Krishi Office Take a Break building first floor construction-General Civil Work

Local Self Government Department

Office of the Assistant Engineer | Malappuram, Kerala

Amount: ₹8.5 LCloses: 7 Oct 20266d left

Timeline

Published30 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,183

Closing Date

7 Oct 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

LIDEW Section Cheriyamundam

Work Description

Cheriyamundam GP (Project No.209/2026-27)-Krishi Office Take a Break building first floor construction-General Civil Work

Tender Information

Tender ID

2026_LSGD_874174_2

Reference Number

T4/AE/LIDEW/CHDM/26-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

300 days

Location

Office of the Assistant Engineer

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredAffidavit (.pdf)

RequiredForm of tender (.pdf)

RequiredE payment form (.pdf)

RequiredForm of integrity PACT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,183

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

30 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

30 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (55 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1new building
1.001	OD161469/2026-2027:Engaging labour for cleaning Site and Head load	2	Day	-	-
1.002	15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet	15	sqm	-	-
1.003	15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar	0.41	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	12.04	sqm	-	-
1.005	50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	12.9	cum	-	-
1.006	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	71.27	sqm	-	-
1.007	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).	9.16	cum	-	-
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	840.47	kilogram	-	-
1.009	13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)	82.3	sqm	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Work Item Documents

BOQ_1485077.xls

BOQ • 0.34 MB

integ209.pdf

Additional Documents • 0.23 MB

epay209.pdf

Additional Documents • 0.23 MB

affid209.pdf

Tender Documents • 0.23 MB

feeremi209.pdf

Tender Documents • 0.26 MB

formt209.pdf

Tender Documents • 0.25 MB

preli209.pdf

Tender Documents • 0.25 MB

sbdnit209.pdf

Tender Documents • 0.95 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1new building
1.001	OD161469/2026-2027:Engaging labour for cleaning Site and Head load	2	Day	-	-
1.002	15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet	15	sqm	-	-
1.003	15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar	0.41	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	12.04	sqm	-	-
1.005	50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	12.9	cum	-	-
1.006	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	71.27	sqm	-	-
1.007	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).	9.16	cum	-	-
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	840.47	kilogram	-	-
1.009	13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)	82.3	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1new building

1.001

OD161469/2026-2027:Engaging labour for cleaning Site and Head load

Day

1.002

15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet

sqm

1.003

15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar

0.41

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

12.04

sqm

1.005

50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

12.9

cum

1.006

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

71.27

sqm

1.007

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).

9.16

cum

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

840.47

kilogram

1.009

13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

82.3

sqm