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Civil Works - Buildings

2026-27 KITCHEN SHED FOR ERATTAPUZHA GLP SCHOOL BUILDING IN WARD 2

Local Self Government Department

AE LSGD KADAPPURAM | Thrissur, Kerala

Amount: ₹16.9 LCloses: 27 Oct 2026

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Timeline

Published16 Oct 2026
Closes27 Oct 2026
Bid Opening28 Oct 2026

Tender Value

₹16.9 L

EMD Value

₹42,361

Closing Date

27 Oct 2026, 1:00 pm

Tender Inviting Organisation

Name

AE LSGD

Address

AE LSGD KADAPPURAM

Work Description

2026-27 KITCHEN SHED FOR ERATTAPUZHA GLP SCHOOL BUILDING IN WARD 2

Tender Information

Tender ID

2026_LSGD_879730_1

Reference Number

1ET/AE/LSGD/KDPM-219/26-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

450 days

Location

AE LSGD KADAPPURAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittence (.pdf)

RequiredBid submission letter as per item no-1 Part-VI (.pdf)

RequiredIntegrity pact certificate as per item no-3 PartVI (.pdf)

RequiredPreliminary agreement as per item no-2 PartVI (.pdf)

RequiredRequisition for e-payment as per item no-6 PartVI (.pdf)

RequiredAffidavit as per item no-4 Part- VI (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBid submission fee remittance (.pdf)

RequiredBOQ (.xls)

RequiredGST document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹42,361

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 Oct 2026

Published

16 Oct 2026

Bid Opening

28 Oct 2026

Download Starts

16 Oct 2026

Download Ends

27 Oct 2026

Submission Starts

16 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (57 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1KITCHEN SHED CONSTRUCTION
1.001	2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	300	sqm	-	-
1.002	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	40.5	cum	-	-
1.003	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	23.22	sqm	-	-
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)	10.05	cum	-	-
1.005	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	53.22	sqm	-	-
1.006	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	46.44	sqm	-	-
1.007	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	53.11	sqm	-	-
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).	10.02	cum	-	-
1.009	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	40.5	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

SBD219.pdf

Tender Documents • 1.84 MB

BOQ_1495742.xls

BOQ • 0.34 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1KITCHEN SHED CONSTRUCTION
1.001	2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	300	sqm	-	-
1.002	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	40.5	cum	-	-
1.003	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	23.22	sqm	-	-
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)	10.05	cum	-	-
1.005	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	53.22	sqm	-	-
1.006	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	46.44	sqm	-	-
1.007	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	53.11	sqm	-	-
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).	10.02	cum	-	-
1.009	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	40.5	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1KITCHEN SHED CONSTRUCTION

1.001

2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

300

sqm

1.002

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

40.5

cum

1.003

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

23.22

sqm

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)

10.05

cum

1.005

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

53.22

sqm

1.006

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

46.44

sqm

1.007

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

53.11

sqm

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).

10.02

cum

1.009

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

40.5

cum