Andaman Nicobar

Financial Eval

Works

Civil Works - Buildings

Construction of Sharp Pit in BJR Hospital at Car Nicobar.

Chief Engineer Andaman Public Works Department (APWD)

At Car Nicobar | Nicobars, Andaman And Nicobar Islands

Amount: ₹1.5 LCloses: 24 Jun 2026Closed

Timeline

Published18 Jun 2026
Closed24 Jun 2026
Technical Evaluation29 Jun 2026
Financial Evaluation30 Jun 2026
Award—

Bids

Percentage

2 Bids30 Jun 2026

#	Company	Amount	Rank	Status
1	M/S RAO TRADING COMPANY L₹1.6 LAccepted-Finance	₹1.6 L	L	Accepted-Finance Single Tender
2	NAZIA BANU Not Admitted-Fee/PreQual/Technical	-	-	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Tender Value

₹1.5 L

EMD Value

₹3,054

Closing Date

24 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE,CD,APWD,CAR NICOBAR

Address

Office of the Executice Engineer Construction Division APWD Car Nicobar

Work Description

Construction of Sharp Pit in BJR Hospital at Car Nicobar.

Tender Information

Tender ID

2026_APWD_23401_1

Reference Number

e-Tender-DB/CD/CN/2026-27/1509

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

60 days

Location

At Car Nicobar

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredScan EMD,Certificate of Work Experience,Affidavit 1.2.1,Indian Non Judicial Bond Stamp paper. (.pdf)

RequiredScan GST,10 Yrs Financial Statement,Form C 3,Undertaking 1.2.2 (.pdf)

RequiredThe Pan Card should be in the name of the firm participating (.pdf)

Finance

RequiredPricebid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹3,054

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Jun 2026

Published

18 Jun 2026

Bid Opening

24 Jun 2026

Download Starts

18 Jun 2026

Download Ends

24 Jun 2026

Submission Starts

19 Jun 2026

Clarification Period

19 Jun 2026 - 20 Jun 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 (9 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.
1.01	All kinds of soil.	13.1	cum	370.8	₹4,857.48
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.	2.1	cum	230.3	₹483.63
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	1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)	0.5	cum	19,502.55	₹9,751.28
4Providing 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 :
4.01	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)	2.2	cum	24,581.2	₹54,078.64
5Centering and shuttering including strutting, propping etc. and removal of form for
5.01	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	34.4	sqm	1,056.35	₹36,338.44
6	Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).	0.5	cum	26,631.85	₹13,315.93

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 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 • 0.98 MB

Work Item Documents

TenderDocumentpit.pdf

Tender Documents • 1.39 MB

BOQ_24813.xls

BOQ • 0.34 MB

Instructions-to-bidders.pdf

Additional Documents • 0.33 MB

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

M/S RAO TRADING COMPANY

L₹1.6 LAccepted-Finance

NAZIA BANU

Not Admitted-Fee/PreQual/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.
1.01	All kinds of soil.	13.1	cum	370.8	₹4,857.48
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.	2.1	cum	230.3	₹483.63
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	1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)	0.5	cum	19,502.55	₹9,751.28
4Providing 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 :
4.01	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)	2.2	cum	24,581.2	₹54,078.64
5Centering and shuttering including strutting, propping etc. and removal of form for
5.01	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	34.4	sqm	1,056.35	₹36,338.44
6	Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).	0.5	cum	26,631.85	₹13,315.93

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.

1.01

All kinds of soil.

13.1

cum

370.8

₹4,857.48

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.

2.1

cum

230.3

₹483.63

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

1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)

0.5

cum

19,502.55

₹9,751.28

4Providing 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 :

4.01

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)

2.2

cum

24,581.2

₹54,078.64

5Centering and shuttering including strutting, propping etc. and removal of form for

5.01

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

34.4

sqm

1,056.35

₹36,338.44

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

0.5

cum

26,631.85

₹13,315.93