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Construction of shed and storage room for Shree Gopalkrishna nagrik Saunstha at Fonkuli Sanvordem in ward no.3 in V.P. Sanvordem of Sanvordem Constituency

ZILLA PANCHAYATS

V.P. Sanvordem | South Goa, Goa

Amount: ₹5.6 LCloses: 2 Oct 2026Due today

Timeline

Published9 Sept 2026
Closes2 Oct 2026
Bid Opening5 Oct 2026

Tender Value

₹5.6 L

EMD Value

₹11,108

Closing Date

2 Oct 2026, 3:00 pmDue today

Tender Inviting Organisation

Name

Chief Executive Officer

Address

Chief Executive Officer, South Goa Zilla Panchayat, Old Collectorate Bldg., 3rd Floor, Margao-Goa

Work Description

Construction of shed and storage room for Shree Gopalkrishna nagrik Saunstha at Fonkuli Sanvordem in ward no.3 in V.P. Sanvordem of Sanvordem Constituency

Tender Information

Tender ID

2026_ZP_31672_1

Reference Number

3/6/SGZP/2026-27/TN-191/L4

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

120 days

Location

V.P. Sanvordem

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredContractor Licence (.pdf)

RequiredPan Card, GST,ARN (.pdf)

RequiredDeclaration (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹11,108

Important Dates

Last Activity

9 Sept 2026

Published

9 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

9 Sept 2026

Download Ends

2 Oct 2026

Submission Starts

9 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a) All kinds of soil	24.12	M²	291	₹7,018.92
2	Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.	3.33	M³	2,211	₹7,362.63
3	Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : a) All works upto plinth level	3.92	M³	6,635	₹26,009.2
4	Centering & shuttering including Strutting, Propping & removal of forms for : v) Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams exceeding 1m in depth	1.13	M²	527	₹595.51
5	Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) c) In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level	0.26	M³	8,109	₹2,108.34
6	Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.	20.8	Kg	87	₹1,809.6
7	Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.	14.64	M³	5,186	₹75,923.04
8	Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.(+)Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level.	13.57	M³	6,115	₹82,980.55
9	12mm cement plaster 1:4 (1 cement : 4 fine sand)	56.94	M²	223	₹12,697.62
10	18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge.	45.98	M²	329	₹15,127.42

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.50 MB

Tendernotice_2.pdf

PDF • 2.93 MB

Tendernotice_3.pdf

PDF • 1.04 MB

Work Item Documents

BOQ_32057.xls

BOQ • 0.33 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a) All kinds of soil

24.12

M²

291

₹7,018.92

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

3.33

M³

2,211

₹7,362.63

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : a) All works upto plinth level

3.92

M³

6,635

₹26,009.2

Centering & shuttering including Strutting, Propping & removal of forms for : v) Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams exceeding 1m in depth

1.13

M²

527

₹595.51

Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) c) In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level

0.26

M³

8,109

₹2,108.34

Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

20.8

₹1,809.6

Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.

14.64

M³

5,186

₹75,923.04

Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.(+)Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level.

13.57

M³

6,115

₹82,980.55

12mm cement plaster 1:4 (1 cement : 4 fine sand)

56.94

M²

223

₹12,697.62

18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge.

45.98

M²

329

₹15,127.42