Tender ID

Kerala

Cancelled

Works

Civil Works - Buildings

Annual Plan-PBP 231 25-26 Toilet construction for Noyal memorial LP school-Pampady GP

Local Self Government Department

Pampady block | Kottayam, Kerala

Amount: ₹2.2 LCloses: 7 Mar 2026Closed

Timeline

Published27 Feb 2026
Closed7 Mar 2026
Cancelled17 Aug 2026

Corrigenda

Corrigendum

2 updatesLatest on 7 Mar 2026Submission Ends:7 Mar 20269 Mar 2026

Date changes

Download Ends7 Mar 20269 Mar 2026Submission Ends7 Mar 20269 Mar 2026

Cancellation Details

Cancellation of Tender

Cancellation of tender since work is droppedThe work hasnt been included in the spillover list as per committee resolution 3/2 dated 13/7/2026Reason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 17 Aug 2026

Tender Value

₹2.2 L

EMD Value

₹5,392

Closing Date

7 Mar 2026, 9:00 amClosed

Tender Inviting Organisation

Name

Greeshma S Vijayan

Address

Pampady BP

Work Description

Annual Plan-PBP 231/25-26 Toilet construction for Noyal memorial LP school-Pampady GP

Tender Information

Tender ID

2026_LSGD_840896_1

Reference Number

08/AE/PBP/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

Pampady block

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredBILL OF QUANTITY (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,392

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Aug 2026

Published

27 Feb 2026

Bid Opening

9 Mar 2026

Download Starts

27 Feb 2026

Download Ends

7 Mar 2026

Submission Starts

27 Feb 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (49 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TOILET BLOCK
1.001	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	-	cum	-	-
1.002	OD450225/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	-	cum	-	-
1.003	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	-	cum	-	-
1.004	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge	1	cum	-	-
1.005	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)	-	cum	-	-
1.006	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).	1	cum	-	-
1.007	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	-	sqm	-	-
1.008	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	-	sqm	-	-
1.009	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	-	metre	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.33 MB

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 • 0.04 MB

Work Item Documents

BOQ_1417870.xls

BOQ • 0.33 MB

sbd.pdf

Tender Documents • 1.04 MB

fot.pdf

Tender Documents • 0.34 MB

affid.pdf

Tender Documents • 0.28 MB

preli.pdf

Tender Documents • 0.30 MB

epayment.pdf

Tender Documents • 0.28 MB

fip.pdf

Tender Documents • 0.23 MB

Corrigendum Documents

noyalcorr.pdf

PDF • 0.01 MB

nitmarch.pdf

PDF • 0.02 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TOILET BLOCK
1.001	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	-	cum	-	-
1.002	OD450225/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	-	cum	-	-
1.003	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	-	cum	-	-
1.004	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge	1	cum	-	-
1.005	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)	-	cum	-	-
1.006	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).	1	cum	-	-
1.007	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	-	sqm	-	-
1.008	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	-	sqm	-	-
1.009	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	-	metre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1TOILET BLOCK

1.001

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

cum

1.002

OD450225/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

cum

1.003

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

cum

1.004

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge

cum

1.005

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)

cum

1.006

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).

cum

1.007

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

sqm

1.008

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

sqm

1.009

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

metre