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MAINTENANCE OF KOOVAYKKAPPILLY - OORMILAKKUNNU COMMUNITY HALL-EDAKKATTUVAYAL GP

Local Self Government Department

EDAKKATTUVAYAL GP | Ernakulam, Kerala

Amount: ₹8.0 LCloses: 22 Oct 20263d left

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Timeline

Published14 Oct 2026
Closes22 Oct 2026
Bid Opening24 Oct 2026

Tender Value

₹8.0 L

EMD Value

₹20,121

Closing Date

22 Oct 2026, 3:00 pm3d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER EDAKKATTUVAYAL

Address

O/O ASSISTANT ENGINEER EDAKKATTUVAYAKGP

Work Description

MAINTENANCE OF KOOVAYKKAPPILLY - OORMILAKKUNNU COMMUNITY HALL-EDAKKATTUVAYAL GP

Tender Information

Tender ID

2026_LSGD_878363_1

Reference Number

144/26-27/AE/LSGD/EKDYL

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

210 days

Location

EDAKKATTUVAYAL GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredEPAYMENT (.pdf)

RequiredINTEGRITY PACK (.pdf)

RequiredSBD (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,780

EMD Fee Amount

₹20,121

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

14 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

14 Oct 2026

Clarification Period

14 Oct 2026 - 22 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MAINTANCE
1.001	2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth	5	each	-	-
1.002	OD131939/2026-2027:Re-laying cement concrete interlocking paver blocks using 60/80mm DEPARTMENT PAVER BLOCKS laid in required pattern over and including a compacted bed of 6mm stone aggregate 50mm average thickness as per direction of Engineer in charge.	66.25	sqm	-	-
1.003	13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.	1,047.46	sqm	-	-
1.004	13.80:Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.	37.5	sqm	-	-
1.005	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	1,196.26	sqm	-	-
1.006	13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work	1,490.26	sqm	-	-
1.007	50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	117.29	kg	-	-
1.008	50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	8.96	kg	-	-
1.009	OD131760/2026-2027:Providing and fixing pre-coated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required Details of cost for 216.14 m2 (external dimension of plinth) Area of roof 20.2x10.7m 216.14m2 sheets used 20Nosx10.70x1.06 = 226.84 m2. , Add 3% wastage = 6.81 m2 , Total =233.65m2	23.65	sqm	-	-

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

144sbd.pdf

Tender Documents • 1.99 MB

BOQ_1494677.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MAINTANCE
1.001	2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth	5	each	-	-
1.002	OD131939/2026-2027:Re-laying cement concrete interlocking paver blocks using 60/80mm DEPARTMENT PAVER BLOCKS laid in required pattern over and including a compacted bed of 6mm stone aggregate 50mm average thickness as per direction of Engineer in charge.	66.25	sqm	-	-
1.003	13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.	1,047.46	sqm	-	-
1.004	13.80:Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.	37.5	sqm	-	-
1.005	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	1,196.26	sqm	-	-
1.006	13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work	1,490.26	sqm	-	-
1.007	50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	117.29	kg	-	-
1.008	50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	8.96	kg	-	-
1.009	OD131760/2026-2027:Providing and fixing pre-coated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required Details of cost for 216.14 m2 (external dimension of plinth) Area of roof 20.2x10.7m 216.14m2 sheets used 20Nosx10.70x1.06 = 226.84 m2. , Add 3% wastage = 6.81 m2 , Total =233.65m2	23.65	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1MAINTANCE

1.001

2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth

each

1.002

OD131939/2026-2027:Re-laying cement concrete interlocking paver blocks using 60/80mm DEPARTMENT PAVER BLOCKS laid in required pattern over and including a compacted bed of 6mm stone aggregate 50mm average thickness as per direction of Engineer in charge.

66.25

sqm

1.003

13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

1,047.46

sqm

1.004

13.80:Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

37.5

sqm

1.005

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

1,196.26

sqm

1.006

13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

1,490.26

sqm

1.007

50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

117.29

1.008

50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

8.96

1.009

OD131760/2026-2027:Providing and fixing pre-coated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required Details of cost for 216.14 m2 (external dimension of plinth) Area of roof 20.2x10.7m 216.14m2 sheets used 20Nosx10.70x1.06 = 226.84 m2. , Add 3% wastage = 6.81 m2 , Total =233.65m2

23.65

sqm