Tender ID

Arunachal

To Be Opened

Works

Civil Works – Roads

Extension of road from Basar Sago road Tinali to beyond Dugo Litik and improvement alongwith re-surfacing and cross drainage work upto Renyi Rukin Basar Leparada District

Public Works Department

Basar | Leparada, Arunachal Pradesh

Amount: Refer DocsCloses: 26 Mar 2026Closed

Timeline

Published21 Mar 2026
Pre-Bid Meeting23 Mar 2026
Closed26 Mar 2026
Bid Opening26 Mar 2026

Tender Value

Refer Docs

EMD Value

₹4.9 L

Closing Date

26 Mar 2026, 10:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

EE PWD Basar Division

Work Description

Extension of road from Basar Sago road Tinali to beyond Dugo Litik and improvement alongwith re-surfacing and cross drainage work upto Renyi Rukin Basar Leparada District

Tender Information

Tender ID

2026_PWDAP_3264_1

Reference Number

BD/ROAD/2025-26/07

Tender Type

Open Tender

Product Category

Civil Works – Roads

Form of Contract

Item Rate

Period of Work

730 days

Location

Basar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical/Finance

RequiredTender Fee and EMD with receipt (.pdf)

RequiredMandatory Documents as per NIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

Tender Fee Payable To

EE PWD Basar

EMD Fee Amount

₹4.9 L

Pre-Bid Meeting

Meeting Place

EE PWD Basar Division

Important Dates

Last Activity

21 Mar 2026

Published

21 Mar 2026

Bid Opening

26 Mar 2026

Download Starts

21 Mar 2026

Download Ends

26 Mar 2026

Submission Starts

21 Mar 2026

Pre-Bid Meeting

23 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
2Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
3Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
4Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
5Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)( For Grade - I materials)
6Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to theand camber, applying and brooming requisite type of required density.) A. By Manual Means (ii) Grading- II (a)Using Screening Type-A (13.2mm Agg.)
7Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to theand camber, applying and brooming requisite type of required density.) A. By Manual Means (iii) Grading- III Using Scrining Type-B (11.2mm agg.)
8Prime Coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
9Tack Coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)
10Open- Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished topreviously prepared base, including required level and grades.) Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.19 MB

Work Item Documents

Tender_Documents_Laiho.pdf

Tender Documents • 1.37 MB

BOQ_3460.xls

BOQ • 0.37 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
2Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
3Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
4Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
5Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)( For Grade - I materials)
6Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to theand camber, applying and brooming requisite type of required density.) A. By Manual Means (ii) Grading- II (a)Using Screening Type-A (13.2mm Agg.)
7Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to theand camber, applying and brooming requisite type of required density.) A. By Manual Means (iii) Grading- III Using Scrining Type-B (11.2mm agg.)
8Prime Coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
9Tack Coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)
10Open- Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished topreviously prepared base, including required level and grades.) Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)

2Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )

3Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)

4Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.

5Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)( For Grade - I materials)

6Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to theand camber, applying and brooming requisite type of required density.) A. By Manual Means (ii) Grading- II (a)Using Screening Type-A (13.2mm Agg.)

7Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to theand camber, applying and brooming requisite type of required density.) A. By Manual Means (iii) Grading- III Using Scrining Type-B (11.2mm agg.)

8Prime Coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

9Tack Coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)

10Open- Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished topreviously prepared base, including required level and grades.) Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion