Arunachal

Technical BO

Works

Civil Works

Construction of Road from NH 713A to Seeh Putu under Papum Pare, A.P. SH Formation Cutting.

Public Works Department

Doimukh | Papum Pare, Arunachal Pradesh

Amount: Refer DocsCloses: 12 Mar 2026Closed

Timeline

Published6 Mar 2026
Closed12 Mar 2026
Technical Evaluation—
Award—

Bids

3 Bids13 Mar 2026

#	Company	Status
1	M/S N.S ENTERPRISE Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
2	Ms AKIN ENTERPRISE Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
3	ms sn enterprises Not Admitted-Fee/PreQual/Technical/Finance	Not Admitted-Fee/PreQual/Technical/Finance Others-Tender Fee and EMD not submitted

Tender Value

Refer Docs

EMD Value

₹3.5 L

Closing Date

12 Mar 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

EE, Doimukh Division, APPWD, Doimukh

Address

O/o the EE, Doimukh Division, APPWD, Doimukh

Work Description

Construction of Road from NH- 713A to Seeh Putu under Papum Pare A.P. SH Formation Cutting.

Tender Information

Tender ID

2026_PWDAP_3021_1

Reference Number

DD/2025-26/12

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

730 days

Location

Doimukh

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical/Finance

RequiredTender Fee (.pdf)

RequiredEMD (.pdf)

RequiredTechnical Document (.pdf)

RequiredFinancial Document (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

Tender Fee Payable To

EE PWD Doimukh

EMD Fee Amount

₹3.5 L

Important Dates

Last Activity

13 Mar 2026

Published

6 Mar 2026

Bid Opening

13 Mar 2026

Download Starts

6 Mar 2026

Download Ends

12 Mar 2026

Submission Starts

6 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (21 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH:- Earthwork
1.01	Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1)	9,732.04	Cum	-	-
1.02	Excavation 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)	38,928.17	Cum	-	-
1.03	Excavation 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 )	32,440.14	Cum	-	-
1.04	Deduction	-	-	-	-
1.05	Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.	14,598.06	Cum	-	-
1.06	Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)	9,732.04	Cum	-	-
2SH:- RCC Slab Culvert 2x2 mtr span ( 4 Nos)
2.01	Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling the excavated earth to the extent required and utilised the remaining earth locally for road work.) Ordinary soil Manual Means upto 3 m depth (without de-watering)	177.6	Cum	-	-
2.02	PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)	92.44	Cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_3221.pdf

PDF

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 • 0.38 MB

Work Item Documents

BOQ_3221.xls

BOQ • 0.30 MB

SBD.pdf

Tender Documents • 3.86 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

M/S N.S ENTERPRISE

Admitted-Fee/PreQual/Technical/Finance

Ms AKIN ENTERPRISE

Admitted-Fee/PreQual/Technical/Finance

ms sn enterprises

Not Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SH:- Earthwork
1.01	Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1)	9,732.04	Cum	-	-
1.02	Excavation 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)	38,928.17	Cum	-	-
1.03	Excavation 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 )	32,440.14	Cum	-	-
1.04	Deduction	-	-	-	-
1.05	Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.	14,598.06	Cum	-	-
1.06	Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)	9,732.04	Cum	-	-
2SH:- RCC Slab Culvert 2x2 mtr span ( 4 Nos)
2.01	Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling the excavated earth to the extent required and utilised the remaining earth locally for road work.) Ordinary soil Manual Means upto 3 m depth (without de-watering)	177.6	Cum	-	-
2.02	PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)	92.44	Cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SH:- Earthwork

1.01

Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1)

9,732.04

Cum

1.02

Excavation 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)

38,928.17

Cum

1.03

Excavation 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 )

32,440.14

Cum

1.04

Deduction

1.05

Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.

14,598.06

Cum

1.06

Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)

9,732.04

Cum

2SH:- RCC Slab Culvert 2x2 mtr span ( 4 Nos)

2.01

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling the excavated earth to the extent required and utilised the remaining earth locally for road work.) Ordinary soil Manual Means upto 3 m depth (without de-watering)

177.6

Cum

2.02

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

92.44

Cum