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KUMARAPURAM GP 2025-2026. CONSTRUCTION OF VOLLEY BALL COURT IN WARD NO 7-PROJECT NO -221/27

Local Self Government Department

KUMARAPURAMGP | Kollam, Kerala

Amount: ₹1.3 LCloses: 6 Oct 2026

Timeline

Published26 Sept 2026
Closes6 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹1.3 L

EMD Value

₹3,173

Closing Date

6 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

Address

AELSGDKUMARAPURAMGP

Work Description

KUMARAPURAM GP 2025-2026. CONSTRUCTION OF VOLLEY BALL COURT IN WARD NO 7-PROJECT NO -221/27

Tender Information

Tender ID

2026_LSGD_841525_2

Reference Number

15/2025-26/E-TEN/AE/LSGD/KPM

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

210 days

Location

KUMARAPURAMGP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPA (.pdf)

RequiredEPAY (.pdf)

RequiredFIP (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFOT (.pdf)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,173

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

26 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Bolly ball Court
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	0.86	cum	-	-
1.002	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	11.52	sqm	-	-
1.003	4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)	1.15	cum	-	-
1.004	10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.	227.6	kg	-	-
1.005	OD484254/2025-2026:Filling with contractor own earth (excluding rock) in open areas 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. Modified DAR 50.2.26.1	48.4	cum	-	-
1.006	OD484255/2025-2026:Providing welding labour	5	each	-	-
1.007	OD484256/2025-2026:Providing man mazdoor	9	each	-	-
1.008	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.	45	cum	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

FOT.pdf

Tender Documents • 0.25 MB

BOQ_1480359.xls

BOQ • 0.30 MB

SBDVOLLY.pdf

Tender Documents • 1.79 MB

PAVOLLY.pdf

Tender Documents • 0.26 MB

AFFIDAVITVOLLY.pdf

Tender Documents • 0.24 MB

FIP.pdf

Tender Documents • 0.23 MB

EPAY.pdf

Tender Documents • 0.23 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Bolly ball Court
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	0.86	cum	-	-
1.002	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	11.52	sqm	-	-
1.003	4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)	1.15	cum	-	-
1.004	10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.	227.6	kg	-	-
1.005	OD484254/2025-2026:Filling with contractor own earth (excluding rock) in open areas 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. Modified DAR 50.2.26.1	48.4	cum	-	-
1.006	OD484255/2025-2026:Providing welding labour	5	each	-	-
1.007	OD484256/2025-2026:Providing man mazdoor	9	each	-	-
1.008	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.	45	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Bolly ball Court

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

0.86

cum

1.002

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

11.52

sqm

1.003

4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)

1.15

cum

1.004

10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

227.6

1.005

OD484254/2025-2026:Filling with contractor own earth (excluding rock) in open areas 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. Modified DAR 50.2.26.1

48.4

cum

1.006

OD484255/2025-2026:Providing welding labour

each

1.007

OD484256/2025-2026:Providing man mazdoor

each

1.008

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

cum