PMGSY

Active

Works

Civil - Roads and Bridges

Road from L025-Taking Lingta(k) to Pangri (Full Stage)

Chief Engineer

work | West Siang, Arunachal Pradesh

Amount: ₹21.4 CrCloses: 29 Sept 20265d left

Timeline

Published14 Sept 2026
Pre-Bid Meeting17 Sept 2026
Closes29 Sept 2026
Bid Opening3 Oct 2026

Tender Value

₹21.4 Cr

EMD Value

₹42.9 L

Closing Date

29 Sept 2026, 4:00 pm5d left

Tender Inviting Organisation

Name

EE, RWD MECHUKHA DIVISION, SHI-YOMI DISTRICT

Address

O/o EE, RWD Mechukha, Shi-Yomi District, Arunachal Pradesh

Work Description

Formation Cutting, CD works, Subgrade, Soil Aggregate, WMB, PMC

Tender Information

Tender ID

2026_CEAR_149487_1

Reference Number

AR/12/09/023

Tender Type

Open Tender

Product Category

Civil - Roads and Bridges

Form of Contract

Item Rate

Period of Work

180 days

Location

work

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredTender Fee, EMD, Firm Registration Certificate, Trading Licence, Character Certificate (.pdf)

RequiredBank Certificate, Solvency, seek refence from the bidder bank, Balance Sheet of 5yrs (.pdf)

RequiredWork Experience, Principal place of business, work schedule, quality management (.pdf)

RequiredAffidavits regarding correctness of Bid, BiD Validity, No near relative working in Firm (.pdf)

RequiredGST Number, PAN card, ST, PRC, Latest GSTR-3B, Affidavit of employee retied in last 2yrs (.pdf)

RequiredMachineries with RC, Technical Personal and Any other documents as specified in SBD etc (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹15,000

Tender Fee Payable To

ARRDA, Itanagar

EMD Fee Amount

₹42.9 L

Pre-Bid Meeting

Meeting Place

Mechukha

Important Dates

Last Activity

14 Sept 2026

Published

14 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

14 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

14 Sept 2026

Clarification Period

14 Sept 2026 - 29 Sept 2026

Pre-Bid Meeting

17 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (52 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SUB HEAD: Setting Out
1.01	a) Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 (35100/20)+1	1,756	Each	-	-
1.02	b) Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3 (35100/20)+1	1,756	Each	-	-
1.03	c) Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 (35100/50)+1	703	Each	-	-
2SUB HEAD:Formation Cutting
2.1	Excavation in All Kind of soil ordinary Rock and hard Rock( Required Blasting)in hilly area by mechanical 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 Technical Specification Clause 1603.1 and 1603.2.	19,876.6	Cum	-	-
3	Earthern Shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	9,687.7	cum	-	-
4	Soil Aggregate Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical. For Grading I Material	10,055.4	cum	-	-
5	WBM-III: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A) By Manual means	6,084.5	cum	-	-
6P.M.C

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 • 0.80 MB

Work Item Documents

BOQ_235628.xls

BOQ • 0.28 MB

sbdpangri.pdf

SBDDOC • 1.27 MB

NIT.pdf

Tender Documents • 0.78 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SUB HEAD: Setting Out
1.01	a) Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 (35100/20)+1	1,756	Each	-	-
1.02	b) Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3 (35100/20)+1	1,756	Each	-	-
1.03	c) Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 (35100/50)+1	703	Each	-	-
2SUB HEAD:Formation Cutting
2.1	Excavation in All Kind of soil ordinary Rock and hard Rock( Required Blasting)in hilly area by mechanical 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 Technical Specification Clause 1603.1 and 1603.2.	19,876.6	Cum	-	-
3	Earthern Shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	9,687.7	cum	-	-
4	Soil Aggregate Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical. For Grading I Material	10,055.4	cum	-	-
5	WBM-III: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A) By Manual means	6,084.5	cum	-	-
6P.M.C

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SUB HEAD: Setting Out

1.01

a) Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 (35100/20)+1

1,756

Each

1.02

b) Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3 (35100/20)+1

1,756

Each

1.03

c) Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 (35100/50)+1

703

Each

2SUB HEAD:Formation Cutting

2.1

Excavation in All Kind of soil ordinary Rock and hard Rock( Required Blasting)in hilly area by mechanical 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 Technical Specification Clause 1603.1 and 1603.2.

19,876.6

Cum

Earthern Shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

9,687.7

cum

Soil Aggregate Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical. For Grading I Material

10,055.4

cum

WBM-III: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A) By Manual means

6,084.5

cum

6P.M.C