Andaman Nicobar

To Be Opened

Works

Civil Works - Roads

Improvement of Rural road from Japan road to malaiswamy house ward no.03 under SD-I, CD-II APWD, Prothrapur

Chief Engineer Andaman Public Works Department (APWD)

Prothrapur | South Andamans, Andaman And Nicobar Islands

Amount: ₹35.1 LCloses: 16 Oct 2026Closed

Timeline

Published12 Oct 2026
Closed16 Oct 2026
Bid Opening16 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 15 Oct 2026

Tender Value

₹35.1 L

EMD Value

₹70,116

Closing Date

16 Oct 2026, 1:00 pmClosed

Tender Inviting Organisation

Name

EE/CDII/P/Pur

Address

O/O EE/CDII/P/Pur

Work Description

Improvement of Rural road from Japan road to malaiswamy house ward no.03 under SD-I, CD-II APWD, Prothrapur

Tender Information

Tender ID

2026_APWD_25169_1

Reference Number

NIT No. 21/EE/CD-II/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

90 days

Location

Prothrapur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender Document

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredScan copy of EMD (.pdf)

RequiredCertificates of Work Experience. (.pdf)

RequiredAffidavit at Para No. (i) (as per Para 1.2.2) of CPWD-6) along with Para No. (ii) (undertaking) (.pdf)

RequiredBidding capacity Form C-3 as per page No. 8 of NIT (.pdf)

Required10 (Ten) Years Financial Audited statement of account from a Chartered Accountant. (.pdf)

RequiredCertificate of valid Registration of GST. (.pdf)

RequiredPan card with Address proof. (.pdf)

RequiredList of works in hand (In progress (.pdf)

Finance

RequiredBOQ (Price bid) (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹70,116

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

12 Oct 2026

Download Ends

16 Oct 2026

Submission Starts

12 Oct 2026

Clarification Period

12 Oct 2026 - 13 Oct 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 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
1.1	All kinds of soil	657	sqm	31.6	₹20,761.2
2Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
2.1	On bituminous surface @ 0.50 Kg / sqm	3,859.2	sqm	90.15	₹3,47,906.88
3Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge
3.1	50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 40-60 TPH capacity	125.4	cum	15,415.75	₹19,33,135.05
4Providing 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
4.1	25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 40-60 TPH capacity	1,929.6	sqm	528.15	₹10,19,118.24
5	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.	49.3	cum	3,750.5	₹1,84,899.65

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.57 MB

Work Item Documents

Tenderdoc.pdf

Tender Documents • 1.47 MB

BOQ_26627.xls

BOQ • 0.30 MB

Corrigendum Documents

corrigendum.pdf

PDF • 0.57 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
1.1	All kinds of soil	657	sqm	31.6	₹20,761.2
2Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
2.1	On bituminous surface @ 0.50 Kg / sqm	3,859.2	sqm	90.15	₹3,47,906.88
3Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge
3.1	50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 40-60 TPH capacity	125.4	cum	15,415.75	₹19,33,135.05
4Providing 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
4.1	25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 40-60 TPH capacity	1,929.6	sqm	528.15	₹10,19,118.24
5	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.	49.3	cum	3,750.5	₹1,84,899.65

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

1.1

All kinds of soil

657

sqm

31.6

₹20,761.2

2Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :

2.1

On bituminous surface @ 0.50 Kg / sqm

3,859.2

sqm

90.15

₹3,47,906.88

3Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge

3.1

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 40-60 TPH capacity

125.4

cum

15,415.75

₹19,33,135.05

4Providing 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

4.1

25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 40-60 TPH capacity

1,929.6

sqm

528.15

₹10,19,118.24

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

49.3

cum

3,750.5

₹1,84,899.65