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PROVIDING KERB WALL AND LAYING 20 MM METAL BETWEEN EAST SIDE ELEPHANT SHEDS OF PUNNATHURKOTTA

Guruvayur Devaswom

GURUVAYUR | Thrissur, Kerala

Amount: Refer DocsCloses: 28 Sept 2026Due tomorrow

Timeline

Published19 Sept 2026
Closes28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

Refer Docs

EMD Value

₹14,884

Closing Date

28 Sept 2026, 3:00 pmDue tomorrow

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

EXECUTIVE ENGINEER GURUVAYUR DEVASWOM GURUVAYUR

Work Description

PROVIDING KERB WALL AND LAYING 20 MM METAL BETWEEN EAST SIDE ELEPHANT SHEDS OF PUNNATHURKOTTA

Tender Information

Tender ID

2026_GD_871468_1

Reference Number

E43368/2026

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

30 days

Location

GURUVAYUR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical/Finance

RequiredNIT (.pdf)

RequiredBOQ (.xls)

RequiredAGREEMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,315

EMD Fee Amount

₹14,884

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

19 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX-A
1.001	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	250	sqm	-	-
1.002	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	10.26	cum	-	-
1.003	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	10.26	cum	-	-
1.004	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	117	sqm	-	-
1.005	16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30	95.28	cum	-	-
1.006	OD130420/2026-2027:Supplying and spreading 20 mm nominal size Stone aggregate	47.64	cum	-	-
1.007	OD130405/2026-2027:labour engaged for coolie	5	Day	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

agreementpage1.pdf

Tender Documents • 1.18 MB

Agreement200Page2.pdf

Tender Documents • 0.14 MB

BOQ_1477110.xls

BOQ • 0.30 MB

NIT.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX-A
1.001	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	250	sqm	-	-
1.002	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	10.26	cum	-	-
1.003	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	10.26	cum	-	-
1.004	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	117	sqm	-	-
1.005	16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30	95.28	cum	-	-
1.006	OD130420/2026-2027:Supplying and spreading 20 mm nominal size Stone aggregate	47.64	cum	-	-
1.007	OD130405/2026-2027:labour engaged for coolie	5	Day	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APPENDIX-A

1.001

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

250

sqm

1.002

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

10.26

cum

1.003

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

10.26

cum

1.004

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

117

sqm

1.005

16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30

95.28

cum

1.006

OD130420/2026-2027:Supplying and spreading 20 mm nominal size Stone aggregate

47.64

cum

1.007

OD130405/2026-2027:labour engaged for coolie

Day