Tender ID

Andaman Nicobar

Financial BO

Works

Civil Works - Others

Construction of village road New Manglutan main road near Aditya Mondal to Usha Rani House at Manglutan-II under Gram Panchayat Guptapara

Chief Engineer Andaman Public Works Department (APWD)

Manglutan | South Andamans, Andaman And Nicobar Islands

Amount: ₹78.1 LCloses: 29 Oct 2026Closed

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Timeline

Published19 Oct 2026
Closed29 Oct 2026
Technical Evaluation3 Nov 2026
Financial Evaluation3 Nov 2026
Award—

Bids

Percentage

2 Bids3 Nov 2026

#	Company	Quoted %	Amount	Rank	Status
1	MRL BUILDERS PRIVATE LIMITED L1₹67.9 LAdmitted-Finance	-13.55%	₹67.9 L	L1	Admitted-Finance
2	A Palswamy L2₹69.4 L+₹1.5 L (2.28%)Admitted-Finance	-11.50%	₹69.4 L+₹1.5 L (2.28%)	L2	Admitted-Finance

Tender Value

₹78.1 L

EMD Value

₹1.6 L

Closing Date

29 Oct 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EE, CD-III, APWD, P/PUR

Address

O/o EE, CD-III, APWD, P/PUR

Work Description

Construction of village road New Manglutan main road near Aditya Mondal to Usha Rani House at Manglutan-II under Gram Panchayat Guptapara

Tender Information

Tender ID

2026_APWD_25308_1

Reference Number

NIT No. 19/EE/CD-III/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Works

Period of Work

240 days

Location

Manglutan

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical

RequiredScanned Earnest Money Deposit (.pdf)

RequiredScanned Certificate of Work Experience (.pdf)

RequiredScanned Affidavit as per clause 1.2.1 of CPWD 6 shall be submitted on Indian Non Judicial Bond/Stamp (.pdf)

RequiredScanned Certificate of Registration for GST (Good Service Tax) (.pdf)

RequiredScanned 10 (Ten ) Years Financial Audited statement of account from a Chartered Accountant (.pdf)

RequiredScanned Bidding capacity Form C-3 as per page No.40 of NIT (.pdf)

RequiredScanned Undertaking as per page No. 42 of NIT (.pdf)

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

RequiredScan Copy of Pan Card (.pdf)

RequiredScan Copy of Address Proof (.pdf)

Finance

RequiredBoQ (Price Bid) (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.6 L

Important Dates

Last Activity

3 Nov 2026

Published

19 Oct 2026

Bid Opening

29 Oct 2026

Download Starts

20 Oct 2026

Download Ends

29 Oct 2026

Submission Starts

20 Oct 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 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount	GST %
1Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift:
1.1	All kinds of soil	514.73	cum	550.7	₹2,83,461.81	-
2Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 0.5 tonne roller, or wooden or steel ramnners, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift:
2.1	All kinds of soil	380.89	cum	231.05	₹88,004.63	-
3	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.	1,587.6	sqm	205.75	₹3,26,648.7	-
4Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
4.1	With rapid setting bitumen emulsion	-	-	-	-	-
4.11	On W.B.M / W.M.M. @ 0.4kg/sqm	1,323	sqm	46.8	₹61,916.4	-
4.12	On bituminous surface @ 0.25kg/sqm	1,323	sqm	30.2	₹39,954.6	-
5Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.

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 • 1.08 MB

Tendernotice_2.pdf

PDF • 14.70 MB

Work Item Documents

BOQ_26791.xls

BOQ • 0.39 MB

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Company

MRL BUILDERS PRIVATE LIMITED

L1₹67.9 LAdmitted-Finance

A Palswamy

L2₹69.4 L+₹1.5 L (2.28%)Admitted-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount	GST %
1Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift:
1.1	All kinds of soil	514.73	cum	550.7	₹2,83,461.81	-
2Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 0.5 tonne roller, or wooden or steel ramnners, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift:
2.1	All kinds of soil	380.89	cum	231.05	₹88,004.63	-
3	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.	1,587.6	sqm	205.75	₹3,26,648.7	-
4Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
4.1	With rapid setting bitumen emulsion	-	-	-	-	-
4.11	On W.B.M / W.M.M. @ 0.4kg/sqm	1,323	sqm	46.8	₹61,916.4	-
4.12	On bituminous surface @ 0.25kg/sqm	1,323	sqm	30.2	₹39,954.6	-
5Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

GST %

1Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift:

1.1

All kinds of soil

514.73

cum

550.7

₹2,83,461.81

2Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 0.5 tonne roller, or wooden or steel ramnners, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift:

2.1

All kinds of soil

380.89

cum

231.05

₹88,004.63

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

1,587.6

sqm

205.75

₹3,26,648.7

4Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.

4.1

With rapid setting bitumen emulsion

4.11

On W.B.M / W.M.M. @ 0.4kg/sqm

1,323

sqm

46.8

₹61,916.4

4.12

On bituminous surface @ 0.25kg/sqm

1,323

sqm

30.2

₹39,954.6

5Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.