Andaman Nicobar

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Civil Works - Buildings

Renovation of Community Hall at Tapu Basti by extending Kitchen Shed under Stewartgunj Gram Panchayat.

DIRECTORATE OF RD PRIS and ULBS

Stewartgunj | South Andamans, Andaman And Nicobar Islands

Amount: ₹9.1 LCloses: 19 Oct 2026Due tomorrow

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Timeline

Published12 Oct 2026
Closes19 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹9.1 L

EMD Value

₹18,174

Closing Date

19 Oct 2026, 3:00 pmDue tomorrow

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman

Work Description

Renovation of Community Hall at Tapu Basti by extending Kitchen Shed under Stewartgunj Gram Panchayat.

Tender Information

Tender ID

2026_RDPRI_25156_1

Reference Number

EE/PRI/SAD-I/MS,GEN/26-27/130

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Works

Period of Work

120 days

Location

Stewartgunj

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Tender Fees (.pdf)

RequiredScanned copy of EMD (.pdf)

RequiredScanned copy of Affidavit as per clause 1.2 of CPWD 6 (.pdf)

RequiredScanned copy of Certificate of experience of work (.pdf)

RequiredScanned copy of GST Registration Certificate (.pdf)

RequiredScanned copy of PAN Card (.pdf)

Finance

RequiredFinancial Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

Executive Engineer, GPPS

EMD Fee Amount

₹18,174

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

13 Oct 2026

Download Ends

19 Oct 2026

Submission Starts

13 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (29 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
1.01	Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	0.9	cum	-	-
2Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.01	All kinds of soil.	7.92	cum	-	-
3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
3.01	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)	1.83	cum	-	-
4	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.	4.41	cum	-	-
5Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.01	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	2.84	cum	-	-
6	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).	0.59	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.40 MB

Work Item Documents

Document.pdf

Tender Documents • 1.94 MB

BOQ_26611.xls

BOQ • 0.36 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
1.01	Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	0.9	cum	-	-
2Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.01	All kinds of soil.	7.92	cum	-	-
3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
3.01	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)	1.83	cum	-	-
4	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.	4.41	cum	-	-
5Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.01	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	2.84	cum	-	-
6	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).	0.59	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.

1.01

Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

0.9

cum

2Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.01

All kinds of soil.

7.92

cum

3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :

3.01

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)

1.83

cum

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.

4.41

cum

5Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

5.01

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

2.84

cum

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

0.59

cum