Andaman Nicobar

Financial Eval

Works

Civil Works - Buildings

Reconstruction of compound wall along the premises of Directorate of Agriculture under Haddo Section, SD-IV, SVPND, APWD, Sri Vijaya Puram

Chief Engineer Andaman Public Works Department (APWD)

Sri Vijaya Puram | South Andamans, Andaman And Nicobar Islands

Amount: ₹26.7 LCloses: 8 Sept 2026Closed

Timeline

Published27 Aug 2026
Closed8 Sept 2026
Technical Evaluation10 Sept 2026
Financial Evaluation10 Sept 2026
Award—

Bids

Percentage

5 Bids10 Sept 2026

#	Company	Amount	Rank	Status
1	U.K.S.CONSTRUCTION L1₹19.6 LAccepted-Finance GOVT CONTRACTOR 23 KM ROAD PREM NAGAR PORT BLAIR \| SOUTH ANDAMANS \| ANDAMAN AND NICOBAR ISLANDS \| 744102	₹19.6 L	L1	Accepted-Finance Accept
2	M/s Premier Steel Industries L2₹19.7 L+₹14,947.55 (0.76%)Accepted-Finance GARACHARMA POST SRI VIJAYA PURAM PIN 744105 \| SOUTH ANDAMANS \| ANDAMAN AND NICOBAR ISLANDS \| 744105	₹19.7 L+₹14,947.55 (0.76%)	L2	Accepted-Finance Accept
3	M/S A N KUMAR L3₹19.9 L+₹29,895.10 (1.53%)Accepted-Finance	₹19.9 L+₹29,895.10 (1.53%)	L3	Accepted-Finance Accept
4	INBA CONSTRUCTION L4₹20.6 L+₹1.1 L (5.40%)Accepted-Finance	₹20.6 L+₹1.1 L (5.40%)	L4	Accepted-Finance Accept
5	ARVIND CONSTRUCTION L5₹20.8 L+₹1.2 L (6.30%)Accepted-Finance	₹20.8 L+₹1.2 L (6.30%)	L5	Accepted-Finance Accept

Tender Value

₹26.7 L

EMD Value

₹53,384

Closing Date

8 Sept 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE, SVPND, APWD, Sri Vijaya Puram

Address

EE, SVPND, APWD, Sri Vijaya Puram

Work Description

Reconstruction of compound wall along the premises of Directorate of Agriculture under Haddo Section, SD-IV, SVPND, APWD, Sri Vijaya Puram

Tender Information

Tender ID

2026_APWD_24446_1

Reference Number

NIT No. 46/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 documents

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

₹53,384

Important Dates

Last Activity

10 Sept 2026

Published

27 Aug 2026

Bid Opening

9 Sept 2026

Download Starts

27 Aug 2026

Download Ends

8 Sept 2026

Submission Starts

29 Aug 2026

Clarification Period

27 Aug 2026 - 7 Sept 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 (18 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 for all lift, as directed by Engineer-in-charge.
1.1	All kinds of soil	-	cum	1	-
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	-	-
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.	-	cum	1	-
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1	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)	-	cum	1	-
4.2	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	-
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	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_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 • 1.00 MB

Work Item Documents

TenderDocNIT46.pdf

Tender Documents • 1.18 MB

Instructions-to-bidders.pdf

Ready to Participate?

Download all tender documents and submit your bid

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Company

U.K.S.CONSTRUCTION

L1₹19.6 LAccepted-Finance

GOVT CONTRACTOR 23 KM ROAD PREM NAGAR PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102

M/s Premier Steel Industries

L2₹19.7 L+₹14,947.55 (0.76%)Accepted-Finance

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

M/S A N KUMAR

L3₹19.9 L+₹29,895.10 (1.53%)Accepted-Finance

INBA CONSTRUCTION

L4₹20.6 L+₹1.1 L (5.40%)Accepted-Finance

ARVIND CONSTRUCTION

L5₹20.8 L+₹1.2 L (6.30%)Accepted-Finance

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 for all lift, as directed by Engineer-in-charge.
1.1	All kinds of soil	-	cum	1	-
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	-	-
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.	-	cum	1	-
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1	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)	-	cum	1	-
4.2	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	-
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	-	-

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 for all lift, as directed by Engineer-in-charge.

1.1

All kinds of soil

cum

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

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

4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

4.1

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)

cum

4.2

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

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