Tender ID

Andaman Nicobar

Technical Eval

Works

Civil Works - Others

Construction of Gabion wall/sea wall to protect SH-01 near the T-Junction leading to Coast Guard under SD-II, MID, Hut Bay

Chief Engineer Andaman Public Works Department (APWD)

Little Andaman | South Andamans, Andaman And Nicobar Islands

Amount: ₹1.6 CrCloses: 5 Nov 2026Closed

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.

Timeline

Published29 Oct 2026
Closed5 Nov 2026
Technical Evaluation5 Nov 2026
Award—

Bids

3 Bids5 Nov 2026

#	Company	Status
1	ABDUL GAFOOR Accepted-Technical	Accepted-Technical Accepted
2	Mantu Mondal Accepted-Technical	Accepted-Technical Accepted
3	V K PHILIP Accepted-Technical	Accepted-Technical Accepted

Tender Value

₹1.6 Cr

EMD Value

₹3.1 L

Closing Date

5 Nov 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE, MID, APWD, Hut Bay

Address

EE, MID, APWD, Hut Bay

Work Description

Construction of Gabion wall/sea wall to protect SH-01 near the T-Junction leading to Coast Guard under SD-II, MID, Hut Bay

Tender Information

Tender ID

2026_APWD_25508_1

Reference Number

NIT/SE/CC-I/MID/2026-27/21

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

360 days

Location

Little Andaman

Source Website

Subscribe to view

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)

RequiredBidding capacity Form C-3 as per Page No. 41 of NIT (.pdf)

RequiredUndertaking as per page No. 42 of NIT (.pdf)

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

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹3.1 L

Pre-Bid Meeting

Meeting Place

Chamber of SE, CC-I, APWD, Sri Vijaya Puram

Important Dates

Last Activity

5 Nov 2026

Published

29 Oct 2026

Bid Opening

5 Nov 2026

Download Starts

29 Oct 2026

Download Ends

5 Nov 2026

Submission Starts

30 Oct 2026

Clarification Period

30 Oct 2026 - 3 Nov 2026

Pre-Bid Meeting

3 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 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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 lift upto 1.5 m, as directed by Engineer-in-charge.
1.1	Ordinary rock	1,239	cum	492.33	₹6,09,996.87
2	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.	1,151	cum	181.87	₹2,09,332.37
3Providing and constructing gabion structure for erosion control, river training works and protection works with polymer wire of crates of size 2m x 1.00m x 1.00m each divided into 1m compartments by cross neting with mesh opening size 150mm x 150mm made from polymer rope (pp) having weight of 40 gm/mm with a tolerance of + or -8%, 1560 kg breaking strength (min) and 1000 cycles of abrasion the rope shall be subjected to tensile test as per IS 7071 (part IV) -1986, which shall be more than 85% of the original breaking strength of the rope the crates shall be filled with boulder with least dimension of 200 mm, all loose ends to be securely tied with 9 mm polymer wire as per the direction of Engineer-in-charge.
3.1	With polymer wire creates of mesh size 150mm x 150 mm woven with 9 mm dia polymer wire creates size of 3.00m x 1.00m x 1.00m.	885	cum	6,885.04	₹60,93,260.4
3.2	With polymer wire creates of mesh size 150mm x 150 mm woven with 9 mm dia polymer wire creates size of 2.00m x 1.00m x 1.00m.	590	cum	6,739.94	₹39,76,564.6
3.3	With polymer wire creates of mesh size 150mm x 150 mm woven with 9 mm dia polymer wire creates size of 1.00m x 1.00m x 1.00m.	590	cum	6,737.19	₹39,74,942.1
4	Supplying and laying of Multifilament woven Geo textile conforming to woven PP Geo textile (240 gram TFI-1300) on the back side of gabion. The cost will include all the operations like supplying and laying in places etc as per the direction of Engineer-in-charge.	1,328	sqm	569.08	₹7,55,738.24

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

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 • 1.48 MB

Work Item Documents

NITgabionwall.pdf

Tender Documents • 1.40 MB

ITB.pdf

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

ABDUL GAFOOR

Accepted-Technical

Mantu Mondal

Accepted-Technical

V K PHILIP

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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 lift upto 1.5 m, as directed by Engineer-in-charge.
1.1	Ordinary rock	1,239	cum	492.33	₹6,09,996.87
2	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.	1,151	cum	181.87	₹2,09,332.37
3Providing and constructing gabion structure for erosion control, river training works and protection works with polymer wire of crates of size 2m x 1.00m x 1.00m each divided into 1m compartments by cross neting with mesh opening size 150mm x 150mm made from polymer rope (pp) having weight of 40 gm/mm with a tolerance of + or -8%, 1560 kg breaking strength (min) and 1000 cycles of abrasion the rope shall be subjected to tensile test as per IS 7071 (part IV) -1986, which shall be more than 85% of the original breaking strength of the rope the crates shall be filled with boulder with least dimension of 200 mm, all loose ends to be securely tied with 9 mm polymer wire as per the direction of Engineer-in-charge.
3.1	With polymer wire creates of mesh size 150mm x 150 mm woven with 9 mm dia polymer wire creates size of 3.00m x 1.00m x 1.00m.	885	cum	6,885.04	₹60,93,260.4
3.2	With polymer wire creates of mesh size 150mm x 150 mm woven with 9 mm dia polymer wire creates size of 2.00m x 1.00m x 1.00m.	590	cum	6,739.94	₹39,76,564.6
3.3	With polymer wire creates of mesh size 150mm x 150 mm woven with 9 mm dia polymer wire creates size of 1.00m x 1.00m x 1.00m.	590	cum	6,737.19	₹39,74,942.1
4	Supplying and laying of Multifilament woven Geo textile conforming to woven PP Geo textile (240 gram TFI-1300) on the back side of gabion. The cost will include all the operations like supplying and laying in places etc as per the direction of Engineer-in-charge.	1,328	sqm	569.08	₹7,55,738.24

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth 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 lift upto 1.5 m, as directed by Engineer-in-charge.

1.1

Ordinary rock

1,239

cum

492.33

₹6,09,996.87

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.

1,151

cum

181.87

₹2,09,332.37

3Providing and constructing gabion structure for erosion control, river training works and protection works with polymer wire of crates of size 2m x 1.00m x 1.00m each divided into 1m compartments by cross neting with mesh opening size 150mm x 150mm made from polymer rope (pp) having weight of 40 gm/mm with a tolerance of + or -8%, 1560 kg breaking strength (min) and 1000 cycles of abrasion the rope shall be subjected to tensile test as per IS 7071 (part IV) -1986, which shall be more than 85% of the original breaking strength of the rope the crates shall be filled with boulder with least dimension of 200 mm, all loose ends to be securely tied with 9 mm polymer wire as per the direction of Engineer-in-charge.

3.1

With polymer wire creates of mesh size 150mm x 150 mm woven with 9 mm dia polymer wire creates size of 3.00m x 1.00m x 1.00m.

885

cum

6,885.04

₹60,93,260.4

3.2

With polymer wire creates of mesh size 150mm x 150 mm woven with 9 mm dia polymer wire creates size of 2.00m x 1.00m x 1.00m.

590

cum

6,739.94

₹39,76,564.6

3.3

With polymer wire creates of mesh size 150mm x 150 mm woven with 9 mm dia polymer wire creates size of 1.00m x 1.00m x 1.00m.

590

cum

6,737.19

₹39,74,942.1

Supplying and laying of Multifilament woven Geo textile conforming to woven PP Geo textile (240 gram TFI-1300) on the back side of gabion. The cost will include all the operations like supplying and laying in places etc as per the direction of Engineer-in-charge.

1,328

sqm

569.08

₹7,55,738.24