Tender ID

Andaman Nicobar

Technical Eval

Works

Civil Works - Buildings

Providing net mending shed facility for coastal fishermen CRCFV under PMMSY, FLC Junglighat under Deen Street Section, AE-I, SVPND, APWD, Sri Vijayapuram

Chief Engineer Andaman Public Works Department (APWD)

Sri Vijaya Puram | South Andamans, Andaman And Nicobar Islands

Amount: ₹38.9 LCloses: 25 May 2026Closed

Timeline

Published14 May 2026
Closed25 May 2026
Technical Evaluation27 May 2026
Award—

Bids

7 Bids27 May 2026

#	Company	Status
1	ARJUN MANDAL Accepted-Technical	Accepted-Technical Technically qualified
2	DIYA ENTERPRISES Accepted-Technical	Accepted-Technical Technically qualified
3	K K Construction Accepted-Technical	Accepted-Technical Technically qualified
4	M/s Premier Steel Industries Accepted-Technical GARACHARMA POST SRI VIJAYA PURAM PIN 744105 \| SOUTH ANDAMANS \| ANDAMAN AND NICOBAR ISLANDS \| 744105	Accepted-Technical Technically qualified
5	M/S. P. R. ENTERPRISES Accepted-Technical	Accepted-Technical Technically qualified

Tender Value

₹38.9 L

EMD Value

₹77,734

Closing Date

25 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE, SVPND, APWD, Sri Vijaya Puram

Address

EE, SVPND, APWD, Sri Vijaya Puram

Work Description

Providing net mending shed facility for coastal fishermen CRCFV under PMMSY, FLC Junglighat under Deen Street Section, AE-I, SVPND, APWD, Sri Vijayapuram

Tender Information

Tender ID

2026_APWD_23017_1

Reference Number

NIT No. 10/EE/SVPND/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

180 days

Location

Sri Vijaya Puram

Source Website

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Eligibility / Pre-Qualification

Please refer tender document

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredScan copy of EMD (.pdf)

RequiredScan Copy of Work Experience Certificate (.pdf)

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

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

RequiredScan copy of list of all ongoing works in Form C-3 as specified at Page No.34 of the tender document (.pdf)

RequiredScan copy of Undertaking in terms of para No.36 of Additional Conditions as specified at Page No.34 (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹77,734

Important Dates

Last Activity

27 May 2026

Published

14 May 2026

Bid Opening

26 May 2026

Download Starts

14 May 2026

Download Ends

25 May 2026

Submission Starts

15 May 2026

Clarification Period

14 May 2026 - 18 May 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 (25 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	-	-
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 lif.	-	cum	1	-
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.1	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)	-	cum	1	-
3.2	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)	1	cum	1	₹1
4Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
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 :
5.1	1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
6Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.01 MB

Work Item Documents

TenderDocNIT10.pdf

Tender Documents • 1.45 MB

Instructions-to-bidders.pdf

Ready to Participate?

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Company

ARJUN MANDAL

Accepted-Technical

DIYA ENTERPRISES

Accepted-Technical

K K Construction

Accepted-Technical

M/s Premier Steel Industries

Accepted-Technical

GARACHARMA POST SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105

M/S. P. R. ENTERPRISES

Accepted-Technical

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	-	-
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 lif.	-	cum	1	-
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.1	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)	-	cum	1	-
3.2	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)	1	cum	1	₹1
4Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
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 :
5.1	1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
6Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:

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

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

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

3.1

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)

cum

3.2

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)

cum

₹1

4Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

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 :

5.1

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

cum

6Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: