Tender ID

Andaman Nicobar

Active

Works

Civil Works - Roads

Improvement of Internal road at Industrial Estate Dollygunj viz Kerala Furnishing to Pump House (250 m) New Model Furniture to Kishan Bakery (200 m) and towards NIOT (110 m) under SD-I, CD-II, APWD, Prothrapur

Chief Engineer Andaman Public Works Department (APWD)

Dollygunj | South Andamans, Andaman And Nicobar Islands

Amount: ₹53.5 LCloses: 10 Nov 20266 Nov 20263d left

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Timeline

Published3 Nov 2026
Closes10 Nov 20266 Nov 2026
Bid Opening10 Nov 20266 Nov 2026

Corrigenda

Corrigendum

1 updatesLatest on 6 Nov 2026Submission Ends:6 Nov 202610 Nov 2026

Date changes

Download Ends6 Nov 202610 Nov 2026Submission Ends6 Nov 202610 Nov 2026Bid Opening6 Nov 202610 Nov 2026

Tender Value

₹53.5 L

EMD Value

₹1.1 L

Closing Date

10 Nov 2026, 1:00 pm3d left

Tender Inviting Organisation

Name

EE/CDII/P/Pur

Address

O/O EE/CDII/P/Pur

Work Description

Improvement of Internal road at Industrial Estate Dollygunj viz Kerala Furnishing to Pump House (250 m) New Model Furniture to Kishan Bakery (200 m) and towards NIOT (110 m) under SD-I, CD-II, APWD, Prothrapur

Tender Information

Tender ID

2026_APWD_25662_1

Reference Number

NIT No. 22/EE/CD-II/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

120 days

Location

Dollygunj

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

₹1.1 L

Important Dates

Last Activity

10 Nov 2026

Published

3 Nov 2026

Bid Opening

10 Nov 2026

Download Starts

3 Nov 2026

Download Ends

10 Nov 2026

Submission Starts

3 Nov 2026

Clarification Period

3 Nov 2026 - 4 Nov 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 (8 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	916.1	sqm	31.6	₹28,948.76
2	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.	531.8	sqm	205.75	₹1,09,417.85
3Providing 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 :
3.1	On bituminous surface @ 0.50 Kg / sqm	3,451.61	sqm	83.75	₹2,89,072.34
4Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy:
4.1	For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm.	501.6	sqm	1,338.2	₹6,71,241.12
5Providing 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 equiped 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 specificatons and directions of Engineer-in-Charge.
5.1	50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.	78.66	cum	14,716.3	₹11,57,584.16
6Providing 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.

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.56 MB

Work Item Documents

Tenderdoc.pdf

Tender Documents • 1.48 MB

BOQ_27174.xls

BOQ • 0.30 MB

Corrigendum Documents

corrigendum.pdf

PDF • 0.50 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	916.1	sqm	31.6	₹28,948.76
2	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.	531.8	sqm	205.75	₹1,09,417.85
3Providing 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 :
3.1	On bituminous surface @ 0.50 Kg / sqm	3,451.61	sqm	83.75	₹2,89,072.34
4Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy:
4.1	For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm.	501.6	sqm	1,338.2	₹6,71,241.12
5Providing 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 equiped 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 specificatons and directions of Engineer-in-Charge.
5.1	50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.	78.66	cum	14,716.3	₹11,57,584.16
6Providing 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

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

916.1

sqm

31.6

₹28,948.76

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.

531.8

sqm

205.75

₹1,09,417.85

3Providing 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 :

3.1

On bituminous surface @ 0.50 Kg / sqm

3,451.61

sqm

83.75

₹2,89,072.34

4Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy:

4.1

For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm.

501.6

sqm

1,338.2

₹6,71,241.12

5Providing 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 equiped 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 specificatons and directions of Engineer-in-Charge.

5.1

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

78.66

cum

14,716.3

₹11,57,584.16

6Providing 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.