Tender ID

Arunachal

To Be Opened

Works

Civil Works

C/o Road from Goya PMGSY Road to Datt Poriang under Toru circle

Public Works Department

TORU | Papum Pare, Arunachal Pradesh

Amount: Refer DocsCloses: 26 Mar 2026Closed

Timeline

Published21 Mar 2026
Closed26 Mar 2026
Bid Opening27 Mar 2026

Tender Value

Refer Docs

EMD Value

₹2.5 L

Closing Date

26 Mar 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

O/o Executive Engineer, Sagalee Division, PWD, AP, Sagalee

Work Description

C/o Road from Goya PMGSY Road to Datt Poriang under Toru circle

Tender Information

Tender ID

2026_PWDAP_3276_1

Reference Number

SLD/TSD/BE/2025-26/06

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

730 days

Location

TORU

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)

RequiredALL THE MANDATORY DOCUMENTS AS PER NIe-T (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

Tender Fee Payable To

EE SAGALEE DIVISION, PWD, AP, SAGALEE

EMD Fee Amount

₹2.5 L

Important Dates

Last Activity

21 Mar 2026

Published

21 Mar 2026

Bid Opening

27 Mar 2026

Download Starts

21 Mar 2026

Download Ends

26 Mar 2026

Submission Starts

21 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1.01	SH:I: FORMATION CUTTING Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)	-	Cum	-	-
1.02	Excavation in Ordinary Rockusing Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including utting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)	39,373.2	Cum	-	-
1.03	SH:II: SURFACE DRAIN Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.)	-	Sqmt.	-	-

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 • 0.23 MB

Work Item Documents

BOQ_3472.xls

BOQ • 0.33 MB

SBD.pdf

Tender Documents • 2.30 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1.01

SH:I: FORMATION CUTTING Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)

Cum

1.02

Excavation in Ordinary Rockusing Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including utting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

39,373.2

Cum

1.03

SH:II: SURFACE DRAIN Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.)

Sqmt.