Kerala

Cancelled

Works

Civil Works - Buildings

PROJECT NO 327/2026-27-PALOLITHAZHAM ANGANVADI MAINTENANCE

Local Self Government Department

narikkuni | Kozhikode, Kerala

Amount: ₹1.5 LCloses: 24 Oct 20262d left

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Timeline

Published15 Oct 2026
Cancelled16 Oct 2026

Cancellation Details

Cancellation of Tender

CANCELLATION OF TENDERCANCELLATION OF TENDERReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 16 Oct 2026

Tender Value

₹1.5 L

EMD Value

₹3,811

Closing Date

24 Oct 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

AE,LSGD

Address

AE,LSGD

Work Description

PROJECT NO327/2026-27-PALOLITHAZHAM ANGANVADI MAINTENANCE

Tender Information

Tender ID

2026_LSGD_879838_8

Reference Number

AE/NRKI/2/26-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

narikkuni

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)

RequiredNIT (.pdf)

RequiredSBD (.pdf)

RequiredFOT (.pdf)

RequiredPRILIMINARY (.pdf)

RequiredAFFDVT (.pdf)

RequiredEPAYMNT (.pdf)

RequiredINTEGRITY (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,811

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 Oct 2026

Published

15 Oct 2026

Bid Opening

27 Oct 2026

Download Starts

15 Oct 2026

Download Ends

24 Oct 2026

Submission Starts

15 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (21 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1BUILDING MAINTENANCE
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	0.31	cum	-	-
1.002	OD127975/2026-2027: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	0.31	cum	-	-
1.003	5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	0.17	cum	-	-
1.004	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.	1.66	cum	-	-
1.005	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	25.76	sqm	-	-
1.006	13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)	24.32	sqm	-	-
1.007	10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	474.24	kg	-	-
1.008	15.26:Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.	0.8	sqm	-	-
1.009	21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)	6.86	kg	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.14 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 • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.31 MB

Tendernotice_2.pdf

PDF • 0.26 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.75 MB

BOQ_1496195.xls

BOQ • 0.24 MB

pril.pdf

Tender Documents • 0.26 MB

fot1.pdf

Tender Documents • 0.25 MB

epaymnt.pdf

Tender Documents • 0.24 MB

integrity.pdf

Tender Documents • 0.24 MB

affdvt.pdf

Tender Documents • 0.24 MB

nit.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1BUILDING MAINTENANCE
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	0.31	cum	-	-
1.002	OD127975/2026-2027: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	0.31	cum	-	-
1.003	5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	0.17	cum	-	-
1.004	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.	1.66	cum	-	-
1.005	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	25.76	sqm	-	-
1.006	13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)	24.32	sqm	-	-
1.007	10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	474.24	kg	-	-
1.008	15.26:Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.	0.8	sqm	-	-
1.009	21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)	6.86	kg	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1BUILDING MAINTENANCE

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

0.31

cum

1.002

OD127975/2026-2027: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

0.31

cum

1.003

5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

0.17

cum

1.004

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.

1.66

cum

1.005

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

25.76

sqm

1.006

13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

24.32

sqm

1.007

10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

474.24

1.008

15.26:Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

0.8

sqm

1.009

21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)

6.86