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CONSTRUCTION OF COMPOUND WALL AND RELATED WORKS IN VADUKUNNAPPUZHA CULTURAL CENTRE IN MULAKKULAM GP

Local Self Government Department

KADUTHURUTHY BP | Kottayam, Kerala

Amount: ₹4.2 LCloses: 15 Oct 20264d left

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Timeline

Published8 Oct 2026
Closes15 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹4.2 L

EMD Value

₹10,588

Closing Date

15 Oct 2026, 3:00 pm4d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

LIDEW SUB DIVISION KADUTHURUTHY BP

Work Description

CONSTRUCTION OF COMPOUND WALL AND RELATED WORKS IN VADUKUNNAPPUZHA CULTURAL CENTRE IN MULAKKULAM GP

Tender Information

Tender ID

2026_LSGD_877222_2

Reference Number

05/AE/KDTYBK/26-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

KADUTHURUTHY BP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPRELIMINARY (.pdf)

RequiredEPAY (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,588

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

8 Oct 2026

Download Ends

15 Oct 2026

Submission Starts

8 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (25 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Building maintenance
1.001	50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete	0.66	cum	-	-
1.002	50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete	1.57	cum	-	-
1.003	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	36.78	sqm	-	-
1.004	10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes	823.24	kg	-	-
1.005	OD175093/2026-2027:GI HARD COLOR PWDER COATED TRAFFORD SHEETS 0.35MM THICK (add 10 % for lap and wastage) m2 202 97 300 00 60891. 00 (c) G I seam bolts and nuts 60 cm centre to centre zig zag ie.. 30 cm centre to centre straight Breadth is 5.1 m No. of bolts on one lap 5.1/.3 = 17 No.s Sheets used = 20 Nos x 10.70m x 1.06m = 226.84 sqm Add 3% wastage = 6.81 Total = 233.65 sqm	23.4	sqm	-	-
1.006	13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work	70.27	sqm	-	-
1.007	15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)	1.14	cum	-	-
1.008	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	6.52	cum	-	-
1.009	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	0.42	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Work Item Documents

SBD.pdf

Tender Documents • 0.96 MB

PACT.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Building maintenance
1.001	50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete	0.66	cum	-	-
1.002	50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete	1.57	cum	-	-
1.003	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	36.78	sqm	-	-
1.004	10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes	823.24	kg	-	-
1.005	OD175093/2026-2027:GI HARD COLOR PWDER COATED TRAFFORD SHEETS 0.35MM THICK (add 10 % for lap and wastage) m2 202 97 300 00 60891. 00 (c) G I seam bolts and nuts 60 cm centre to centre zig zag ie.. 30 cm centre to centre straight Breadth is 5.1 m No. of bolts on one lap 5.1/.3 = 17 No.s Sheets used = 20 Nos x 10.70m x 1.06m = 226.84 sqm Add 3% wastage = 6.81 Total = 233.65 sqm	23.4	sqm	-	-
1.006	13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work	70.27	sqm	-	-
1.007	15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)	1.14	cum	-	-
1.008	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	6.52	cum	-	-
1.009	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	0.42	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Building maintenance

1.001

50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete

0.66

cum

1.002

50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete

1.57

cum

1.003

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

36.78

sqm

1.004

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

823.24

1.005

OD175093/2026-2027:GI HARD COLOR PWDER COATED TRAFFORD SHEETS 0.35MM THICK (add 10 % for lap and wastage) m2 202 97 300 00 60891. 00 (c) G I seam bolts and nuts 60 cm centre to centre zig zag ie.. 30 cm centre to centre straight Breadth is 5.1 m No. of bolts on one lap 5.1/.3 = 17 No.s Sheets used = 20 Nos x 10.70m x 1.06m = 226.84 sqm Add 3% wastage = 6.81 Total = 233.65 sqm

23.4

sqm

1.006

13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

70.27

sqm

1.007

15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)

1.14

cum

1.008

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

6.52

cum

1.009

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

0.42

cum