Andaman Nicobar

Financial BO

Works

Civil Works - Bridges

AR and MO Rural Roads under Sub Division-II during 2026-27. Sw- Reconstruction of steel foot bridge on the nallah, situated behind PHC Radhanagar

Chief Engineer Andaman Public Works Department (APWD)

Steel Foot Bridge Radhanagar, Diglipur | North And Middle Andaman, Andaman And Nicobar Islands

Amount: ₹29.6 LCloses: 7 Aug 2026Closed

Timeline

Published3 Aug 2026
Closed7 Aug 2026
Financial Evaluation7 Aug 2026
Award—

Bids

Percentage

2 Bids7 Aug 2026

#	Company	Quoted %	Amount	Rank	Status
1	RAVI REALCONS PRIVATE LIMITED L1₹29.3 LAdmitted-Finance AT 75 JN ROAD HADDO PORT BLAIR SOUTH ANDAMAN PORT BLAIR 744102 \| SOUTH ANDAMANS \| ANDAMAN AND NICOBAR ISLANDS \| 744102	-1.00%	₹29.3 L	L1	Admitted-Finance
2	Brijesh Tiwari Not Admitted-Fee/PreQual/Technical	-	-	-	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Tender Value

₹29.6 L

EMD Value

₹59,276

Closing Date

7 Aug 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer, CD, APWD, Diglipur

Work Description

AR and MO Rural Roads under Sub Division-II during 2026-27. Sw- Reconstruction of steel foot bridge on the nallah, situated behind PHC Radhanagar

Tender Information

Tender ID

2026_APWD_24069_1

Reference Number

NIT No. 48/EE/CD/APWD/DP/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Bridges

Form of Contract

Percentage

Period of Work

120 days

Location

Steel Foot Bridge Radhanagar, Diglipur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredScanned copy of EMD (.pdf)

RequiredScanned copy of certificates of Work Experience (.pdf)

RequiredScanned copy of Affidavit as per clause 1.2.2 of CPWD 6 (.pdf)

RequiredScanned copy of Certificate of Registration for GST (.pdf)

RequiredBidding capacity Form C-3 as per page No.51 of NIT (.pdf)

RequiredUndertaking as per page No. 52 of NIT (.pdf)

RequiredLast 10 ten Years Financial audited Financial Audited statement of account from a Chartered .... (.pdf)

RequiredProfit/Loss (standalone financial statement and consolidated financial statement both) (.pdf)

Finance

RequiredPrice Bid NIT 48 (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹59,276

Important Dates

Last Activity

7 Aug 2026

Published

3 Aug 2026

Bid Opening

7 Aug 2026

Download Starts

3 Aug 2026

Download Ends

7 Aug 2026

Submission Starts

4 Aug 2026

Clarification Period

3 Aug 2026 - 4 Aug 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
1	Design, manufacture, supply, transportation, and erection of pre-fabricated, hot-dip galvanized steel foot bridge (pedestrian bridge) of 20.00 m clear span and 1.40 m wide carriageway, conforming to relevant IRC/IS codes, complete with main load-bearing structure, deck system, railings/parapets, staircases/ramps, bearings, fixtures, fasteners, and all corrosion protection treatment, erected true to line, level, and alignment on prepared foundations/abutments including all incidental works, tools, plant, and labour; complete in all respects as per approved drawings and directions of the Engineer-in-Charge.	-	kg	315.33	-
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.
2.01	All kinds of soil.	-	cum	338.2	-
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.01	1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)	-	cum	12,203.6	-
3.02	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	9,880.5	-
4Centering and shuttering including strutting, propping etc. and removal of form for
4.01	Foundations, footings, bases of columns, etc. for mass concrete	-	sqm	406.55	-
4.02	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	sqm	827.8	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

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 • 2.09 MB

Work Item Documents

TenderDocumentNIT48.pdf

Tender Documents • 5.19 MB

BOQ_25502.xls

BOQ • 0.30 MB

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Company

RAVI REALCONS PRIVATE LIMITED

L1₹29.3 LAdmitted-Finance

AT 75 JN ROAD HADDO PORT BLAIR SOUTH ANDAMAN PORT BLAIR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102

Brijesh Tiwari

Not Admitted-Fee/PreQual/Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Design, manufacture, supply, transportation, and erection of pre-fabricated, hot-dip galvanized steel foot bridge (pedestrian bridge) of 20.00 m clear span and 1.40 m wide carriageway, conforming to relevant IRC/IS codes, complete with main load-bearing structure, deck system, railings/parapets, staircases/ramps, bearings, fixtures, fasteners, and all corrosion protection treatment, erected true to line, level, and alignment on prepared foundations/abutments including all incidental works, tools, plant, and labour; complete in all respects as per approved drawings and directions of the Engineer-in-Charge.

315.33

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.

2.01

All kinds of soil.

cum

338.2

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

3.01

1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)

cum

12,203.6

3.02

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

9,880.5

4Centering and shuttering including strutting, propping etc. and removal of form for

4.01

Foundations, footings, bases of columns, etc. for mass concrete

sqm

406.55

4.02

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

sqm

827.8