Tender ID

Andaman Nicobar

To Be Opened

Works

Civil Works - Buildings

Interior Modification of IMFL shop at Hutbay, Little Andaman

Andaman and Nicobar Islands Integrated Development Corporation Limited (ANIIDCO)

Hutbay, Little Andaman | South Andamans, Andaman And Nicobar Islands

Amount: ₹13.8 LCloses: 28 Apr 2026Closed

Timeline

Published6 Apr 2026
Submission Opens20 Apr 2026
Closed28 Apr 2026
Bid Opening29 Apr 2026

Tender Value

₹13.8 L

EMD Value

₹27,676

Closing Date

28 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

General Manager (CW)

Address

General Manager (CW) Vikas Bhawan, ANIIDCO

Work Description

Interior Modification of IMFL shop at Hutbay, Little Andaman

Tender Information

Tender ID

2026_ANCVL_22610_1

Reference Number

ANIIDCO/CW/26-27/TD-02

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

60 days

Location

Hutbay, Little Andaman

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per tender documents

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredScan copy of DD or FDR or Bk chq or BG from any of the Com.Bk as EMD of Rs.27,676/- in favour of GM (.pdf)

RequiredScan copy of Work Experience Certificate/New Enlistment in case of start ups (.pdf)

RequiredScan copy of Affidavit as per clause 1.2 to be executed in non-judicial bond paper (.pdf)

RequiredScan copy of PAN Card (.pdf)

RequiredScan copy of Certificate of Registration of GST (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹27,676

Important Dates

Last Activity

6 Apr 2026

Published

6 Apr 2026

Bid Opening

29 Apr 2026

Download Starts

7 Apr 2026

Download Ends

28 Apr 2026

Submission Starts

20 Apr 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
1.1	All kinds of soil.	-	cum	-	-
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
2.1	1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
3Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree 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).
4Centering and shuttering including strutting, propping etc. and removal of form for
4.1	Lintels, beams, plinth beams, girders, bressumers and cantilevers	-	sqm	-	-
5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.1	Thermo-Mechanically Treated bars of grade Fe-500D or more.	-	kg	-	-
6Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

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 • 0.42 MB

Work Item Documents

tenderdochbay.pdf

Tender Documents • 1.91 MB

BOQ_23958.xls

BOQ • 0.38 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
1.1	All kinds of soil.	-	cum	-	-
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
2.1	1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
3Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree 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).
4Centering and shuttering including strutting, propping etc. and removal of form for
4.1	Lintels, beams, plinth beams, girders, bressumers and cantilevers	-	sqm	-	-
5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.1	Thermo-Mechanically Treated bars of grade Fe-500D or more.	-	kg	-	-
6Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

1.1

All kinds of soil.

cum

2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

2.1

1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

3Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree 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).

4Centering and shuttering including strutting, propping etc. and removal of form for

4.1

Lintels, beams, plinth beams, girders, bressumers and cantilevers

sqm

5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

5.1

Thermo-Mechanically Treated bars of grade Fe-500D or more.

6Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.