Andaman Nicobar

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Works

Civil Works - Bridges

Construction of Steel Bridge near Shri. Amulya Beparis House at Tugapur No. 7 under Sub Division No. II, NACD, APWD, Mayabunder

Chief Engineer Andaman Public Works Department (APWD)

EE, NACD, APWD, Mayabunder | North And Middle Andaman, Andaman And Nicobar Islands

Amount: ₹5.5 CrCloses: 23 Oct 2026

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Timeline

Published6 Oct 2026
Submission Opens14 Oct 2026
Pre-Bid Meeting14 Oct 2026
Closes23 Oct 2026
Bid Opening23 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 8 Oct 2026

Tender Value

₹5.5 Cr

EMD Value

₹11.1 L

Closing Date

23 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

EE, NACD, APWD, Mayabunder

Address

EE, NACD, APWD, Mayabunder

Work Description

Construction of Steel Bridge near Shri. Amulya Beparis House at Tugapur No. 7 under Sub Division No. II, NACD, APWD, Mayabunder

Tender Information

Tender ID

2026_APWD_25060_1

Reference Number

NIT No. 13/SE/CC-I/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Bridges

Form of Contract

Percentage

Period of Work

365 days

Location

EE, NACD, APWD, Mayabunder

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredCopy of EMD (.pdf)

RequiredCertificate of Work Experience (.pdf)

RequiredAffidavit as per clause 1.2.1 of CPWD 6 on Indian Non-Judicial Bond/Stamp paper (.pdf)

RequiredCertificate of Registration for GST (Good Service Tax) (.pdf)

RequiredList of all ongoing work under all Govt. of India Organization in these Islands with their Physical (.pdf)

RequiredUndertaking as per Page No. 9 Sl. No. 1.2.2. (.pdf)

Required10 (Ten) years Financial Audited Statement of Account from a Chartered Accountant at page No. 48 (.pdf)

Finance

RequiredTender document (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹11.1 L

Pre-Bid Meeting

Meeting Place

Conference Hall of SEs Office

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

6 Oct 2026

Download Ends

23 Oct 2026

Submission Starts

14 Oct 2026

Pre-Bid Meeting

14 Oct 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (23 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	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.	150	sqm	-	-
2Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
2.01	All kinds of soil	810	cum	-	-
3Earth 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.
3.01	All kinds of soil.	1,307	cum	-	-
4Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.
4.01	Ordinary rock	131	cum	-	-
5Extra rates (%) for quantities of works, executed: Note for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these dificult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in dificult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as 0.10 m and less than 0.05 m ignored.
5.01	In or under water and/or liquid mud, including pumping out water as required. (20% rate of Item No. 2 (a))	1,036	metre depth	-	-
6	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.	852	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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.59 MB

Work Item Documents

Tenderdocument.pdf

Tender Documents • 2.45 MB

BOQ_26514.xls

BOQ • 0.39 MB

Corrigendum Documents

Corrigendum3626.pdf

PDF • 0.28 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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.

150

sqm

2Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.

2.01

All kinds of soil

810

cum

3Earth 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.

3.01

All kinds of soil.

1,307

cum

4Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.

4.01

Ordinary rock

131

cum

5Extra rates (%) for quantities of works, executed: Note for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these dificult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in dificult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as 0.10 m and less than 0.05 m ignored.

5.01

In or under water and/or liquid mud, including pumping out water as required. (20% rate of Item No. 2 (a))

1,036

metre depth

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.

852

cum