Tender ID

Andaman Nicobar

Active

Works

Civil Works - Others

Construction of 02 Nos. Toilet for convenience of PWDs for Animal Husbandry and Veterinary service at Hut Bay, Little Andaman.

Chief Engineer Andaman Public Works Department (APWD)

Little Andaman | South Andamans, Andaman And Nicobar Islands

Amount: ₹18.5 LCloses: 16 Nov 2026

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Timeline

Published5 Nov 2026
Closes16 Nov 2026
Bid Opening16 Nov 2026

Tender Value

₹18.5 L

EMD Value

₹36,998

Closing Date

16 Nov 2026, 3:00 pm

Tender Inviting Organisation

Name

EE, MID, APWD, Hut Bay

Address

EE, MID, APWD, Hut Bay

Work Description

Construction of 02 Nos. Toilet for convenience of PWDs for Animal Husbandry and Veterinary service at Hut Bay, Little Andaman. SW 1. Construction 02 Nos Toilet blocks each at both complex at Hut bay. 2. Construction of CC Ramp attached to PWD

Tender Information

Tender ID

2026_APWD_25740_1

Reference Number

NIT No.22/DB/MID2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

180 days

Location

Little Andaman

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScan copy of EMD (.pdf)

RequiredScan copy of work experience certificate (.pdf)

RequiredAffidavit as per clause 1.2.1 of CPWD 6 shall be submitted on Indian Non Judicial Bond/Stamp Paper (.pdf)

RequiredScan copy of certificate of registration for GST (.pdf)

RequiredScan copy of 10 (Ten) years Financial Audited statement of Account from a Chartered Accountant. (.pdf)

RequiredBidding Capacity Form C-3 as per page No. 40 of NIT (.pdf)

RequiredUndertaking as per Page No.41 of NIT (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹36,998

Important Dates

Last Activity

5 Nov 2026

Published

5 Nov 2026

Bid Opening

16 Nov 2026

Download Starts

5 Nov 2026

Download Ends

16 Nov 2026

Submission Starts

6 Nov 2026

Clarification Period

6 Nov 2026 - 13 Nov 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 (63 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge:
1.1	All kinds of soil	110	sqm	120.15	₹13,216.5
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.1	All kinds of soil.	35	cum	335	₹11,725
3	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 lif.	58	cum	181.85	₹10,547.3
4	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.	72	sqm	16.3	₹1,173.6
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
5.1	1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)	8.2	cum	12,753.8	₹1,04,581.16
5.2	1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)	16.5	cum	11,703.55	₹1,93,108.57
6	Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources)	4	sqm	712.1	₹2,848.4

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.35 MB

Work Item Documents

NIT22.pdf

Tender Documents • 6.75 MB

ITB.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge:
1.1	All kinds of soil	110	sqm	120.15	₹13,216.5
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.1	All kinds of soil.	35	cum	335	₹11,725
3	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 lif.	58	cum	181.85	₹10,547.3
4	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.	72	sqm	16.3	₹1,173.6
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
5.1	1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)	8.2	cum	12,753.8	₹1,04,581.16
5.2	1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)	16.5	cum	11,703.55	₹1,93,108.57
6	Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources)	4	sqm	712.1	₹2,848.4

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge:

1.1

All kinds of soil

110

sqm

120.15

₹13,216.5

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

2.1

All kinds of soil.

cum

335

₹11,725

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 lif.

cum

181.85

₹10,547.3

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.

sqm

16.3

₹1,173.6

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

5.1

1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

8.2

cum

12,753.8

₹1,04,581.16

5.2

1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)

16.5

cum

11,703.55

₹1,93,108.57

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources)

sqm

712.1

₹2,848.4