Tender ID

Andaman Nicobar

Active

Works

Civil Works - Roads

Repair and maintenance of approach road from Nilambur Jetty to Forest Guest house at Baratang for a length of 320.00 mtrs.

Chief Engineer Andaman Public Works Department (APWD)

Baratang | North And Middle Andaman, Andaman And Nicobar Islands

Amount: ₹32.2 LCloses: 10 Nov 20263d left

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Timeline

Published29 Oct 2026
Closes10 Nov 2026
Bid Opening10 Nov 2026

Tender Value

₹32.2 L

EMD Value

₹64,388

Closing Date

10 Nov 2026, 12:00 pm3d left

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer, CD-I, APWD, Rangat

Work Description

Repair and maintenance of approach road from Nilambur Jetty to Forest Guest house at Baratang for a length of 320.00 mtrs.

Tender Information

Tender ID

2026_APWD_25521_1

Reference Number

80/DB/CD-I/RGT/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

120 days

Location

Baratang

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredEarnest Money Deposit. (.pdf)

RequiredCertificate of Work Experience. (.pdf)

RequiredAffidavit asper clause 1.2.1 of CPWD6 shallbe submittedonIndian NonJudicial Bond/Stamppaper of Rs.10 (.pdf)

RequiredCertificate of Registration for GST (Good Service Tax). (.pdf)

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

RequiredBidding capacity Form C-3 (.pdf)

RequiredUndertaking (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹64,388

Important Dates

Last Activity

29 Oct 2026

Published

29 Oct 2026

Bid Opening

10 Nov 2026

Download Starts

29 Oct 2026

Download Ends

10 Nov 2026

Submission Starts

29 Oct 2026

Clarification Period

29 Oct 2026 - 7 Nov 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 (20 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
1.1	All kinds of soil	34	cum	226.7	₹7,707.8
2Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
2.1	Beyond 60 cm girth upto and including 120 cm girth	1	each	2,192.25	₹2,192.25
3Providing 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:
3.1	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.	307	sqm	1,549.45	₹4,75,681.15
4Providing 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 :
4.1	On W.B.M. @ 0.75 Kg / sqm	637	sqm	123.65	₹78,765.05
52 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
5.1	With paving Asphalt grade VG - 30 with no solvent	1,536	sqm	416.9	₹6,40,358.4

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.88 MB

Work Item Documents

TenderDocument.pdf

Tender Documents • 16.31 MB

BOQ_27024.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
1.1	All kinds of soil	34	cum	226.7	₹7,707.8
2Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
2.1	Beyond 60 cm girth upto and including 120 cm girth	1	each	2,192.25	₹2,192.25
3Providing 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:
3.1	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.	307	sqm	1,549.45	₹4,75,681.15
4Providing 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 :
4.1	On W.B.M. @ 0.75 Kg / sqm	637	sqm	123.65	₹78,765.05
52 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
5.1	With paving Asphalt grade VG - 30 with no solvent	1,536	sqm	416.9	₹6,40,358.4

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.

1.1

All kinds of soil

cum

226.7

₹7,707.8

2Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.

2.1

Beyond 60 cm girth upto and including 120 cm girth

each

2,192.25

₹2,192.25

3Providing 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:

3.1

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.

307

sqm

1,549.45

₹4,75,681.15

4Providing 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 :

4.1

On W.B.M. @ 0.75 Kg / sqm

637

sqm

123.65

₹78,765.05

52 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).

5.1

With paving Asphalt grade VG - 30 with no solvent

1,536

sqm

416.9

₹6,40,358.4