Tender ID

Kerala

Cancelled

Works

Civil Works - Buildings

S.546/26 Ayurveda dispensary Maintenance in Div.47

Local Self Government Department

Ernakulam, Kerala

Amount: ₹2.5 LCloses: 19 Mar 2026Closed

Timeline

Published12 Mar 2026
Closed19 Mar 2026
Cancelled12 Oct 2026

Cancellation Details

Cancellation of Tender

S.546/26 Ayurveda dispensary Maintenance in Div.47S.546/26 Ayurveda dispensary Maintenance in Div.47Reason: No Bids receivedDocument: cancelled_1.pdf

Published 12 Oct 2026

Tender Value

₹2.5 L

EMD Value

₹6,200

Closing Date

19 Mar 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

KOCHI MUNICIPAL CORPORATION

Work Description

S.546/26 Ayurveda dispensary Maintenance in Div.47

Tender Information

Tender ID

2026_LSGD_845821_2

Reference Number

Kochi municipal Corporation CCPC4/44073/22(34)

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

ERNAKULAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE(BOQ) (.xls)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredEPAYMENT FORM (.pdf)

RequiredREGISTRATION AND GST CERTIFICATE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹590

EMD Fee Amount

₹6,200

Important Dates

Last Activity

12 Oct 2026

Published

12 Mar 2026

Bid Opening

21 Mar 2026

Download Starts

12 Mar 2026

Download Ends

19 Mar 2026

Submission Starts

12 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance work
1.001	15.13.2:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area beyond 3 sq. metres	2	each	-	-
1.002	15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar	1.35	cum	-	-
1.003	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	0.21	cum	-	-
1.004	50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.	3	no	-	-
1.005	17.3.1:Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid	3	each	-	-
1.006	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	0.21	cum	-	-
1.007	4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)	0.71	cum	-	-
1.008	50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	1.72	cum	-	-
1.009	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	1.45	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.14 MB

Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

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Work Item Documents

FOT.pdf

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PRI.pdf

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SBD.pdf

Tender Documents • 1.63 MB

AFFDVT.pdf

Tender Documents • 0.23 MB

BOQ_1428709.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Maintenance work
1.001	15.13.2:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area beyond 3 sq. metres	2	each	-	-
1.002	15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar	1.35	cum	-	-
1.003	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	0.21	cum	-	-
1.004	50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.	3	no	-	-
1.005	17.3.1:Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid	3	each	-	-
1.006	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	0.21	cum	-	-
1.007	4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)	0.71	cum	-	-
1.008	50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	1.72	cum	-	-
1.009	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	1.45	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Maintenance work

1.001

15.13.2:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area beyond 3 sq. metres

each

1.002

15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar

1.35

cum

1.003

15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

0.21

cum

1.004

50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.

1.005

17.3.1:Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid

each

1.006

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

0.21

cum

1.007

4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

0.71

cum

1.008

50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

1.72

cum

1.009

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

1.45

cum