CPPP

Cancelled

Works

Miscellaneous Works

Miscellaneous Civil, Structural and Piping works

National Aluminium Company Limited,NALCO

Damanjodi | Koraput, Odisha

Amount: Refer DocsCloses: 20 Jul 2026Closed

Timeline

Published22 Jun 2026
Cancelled24 Jun 2026

Cancellation Details

Cancellation of Tender

CorrigendumTender cancellationReason: Error in Creation of TenderDocument: cancelled_1.pdf

Published 24 Jun 2026

Tender Value

Refer Docs

EMD Value

₹4.5 L

Closing Date

20 Jul 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Sri Matruprasad Behera

Address

AGM(Civil), PnT, Nalco Bhawan, P1, Nayapalli, Bhubaneswar-751013, Odisha

Work Description

Miscellaneous Civil, Structural and Piping works for assisting the commissioning of 5th stream Refinery expansion project at NALCO, Damanjodi

Tender Information

Tender ID

2026_NALCO_914300_1

Reference Number

NALCO/CORP/PnT/CONT/2026/008

Tender Type

Open Tender

Product Category

Miscellaneous Works

Form of Contract

Item Rate

Period of Work

180 days

Location

Damanjodi

Source Website

Subscribe to view

Eligibility / Pre-Qualification

AS PER NIT

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredEMD, PQ and tender document (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹4.5 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Hybrid Mode, Damanjodi

Important Dates

Last Activity

24 Jun 2026

Published

22 Jun 2026

Bid Opening

21 Jul 2026

Download Starts

22 Jun 2026

Download Ends

20 Jul 2026

Submission Starts

6 Jul 2026

Clarification Period

22 Jun 2026 - 29 Jun 2026

Pre-Bid Meeting

1 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (252 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Item No.-A	-	-	-	-
2	Item No.-1.00 Earth Work	-	-	-	-
3	Item No: 1.01 Excavation in ordinary soil (as defined in IS:1200) including clay, black cotton soil, soft & hard murrum, sand, gravel, soil containing small pebbles, rubble, boulders, removable without breaking / blasting, etc. which can be loosened manually or with mechanically operating tackles such as pick shovels, front loader etc. for all types of foundations / footings, plinth beams, pilecaps, underground piping or any other substructure; including removal of vegetation, shrubs, trees, etc., shoring, strutting, dewatering (BY SUITABLE METHOD LIKE PUMPING, WELL-POINT METHOD, etc.), backfilling with excavated earth including necessary compaction and disposal of surplus earth up to a distance of 1 KM from the nearest edge of excavation area. The rate shall include all tools, tackles, supervision, transport and incidental expense, etc. as per section 1 of Technical Specification, up to and including a depth of 2M below existing level.	400	CUM	-	-
4	Item No: 1.02 All activities & scope same as in item 1.01 but for excavation below 2M and upto 4 M below existing ground level.	50	CUM	-	-
5	Item No: 1.05 All specifications scope & activities same as for item no 1.01 but for excavation in SOFT-ROCK as defined in IS:1200 for soil classification and up to a depth of 2M below existing ground level.	200	CUM	-	-
6	Item No: 1.06 Extra over item No.1.05 for every 1 M depth of excavation below 2 M from existing ground level.	50	CUM	-	-
7	Item No: 1.09a - Add Excavation in hard rock or boulders by pneumatic chiselling and disposal of the same as directed within 3 KM of the nearest edge of excavation, all supervision overhead/ profit other incidental expenses, and depths of 2 M below existing ground level all work as per Technical Specification Sec No.1.	50	CUM	-	-
8	Item No: 1.09b Extra over item no 1.09a for excavation at every 1 M below 2 M from existing ground level.	20	CUM	-	-
9	Item No: 1.09c - Add Excavation in hard rock or boulders by diamond rope cutting , chemical method and pneumatic chiselling or any other suitable method(s) but not blasting, and disposal of the same as directed within 3 KM of the nearest edge of excavation, all supervision overhead/ profit other incidental expenses, and depths of 2 M below existing ground level all work as per Technical Specification Sec No.1.	80	CUM	-	-
10	Item No: 1.09d Extra over item no 1.09c for excavation at every 1 M below 2 M from existing ground level.	25	CUM	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.03 MB

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.40 MB

Work Item Documents

BOQ_960854.xls

BOQ • 0.46 MB

NIT_SCC.pdf

Additional Documents • 0.92 MB

Technical_specification.pdf

Additional Documents • 0.28 MB

GCC.pdf

Additional Documents • 0.51 MB

Integritypact.pdf

Additional Documents • 4.49 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Item No.-A

Item No.-1.00 Earth Work

Item No: 1.01 Excavation in ordinary soil (as defined in IS:1200) including clay, black cotton soil, soft & hard murrum, sand, gravel, soil containing small pebbles, rubble, boulders, removable without breaking / blasting, etc. which can be loosened manually or with mechanically operating tackles such as pick shovels, front loader etc. for all types of foundations / footings, plinth beams, pilecaps, underground piping or any other substructure; including removal of vegetation, shrubs, trees, etc., shoring, strutting, dewatering (BY SUITABLE METHOD LIKE PUMPING, WELL-POINT METHOD, etc.), backfilling with excavated earth including necessary compaction and disposal of surplus earth up to a distance of 1 KM from the nearest edge of excavation area. The rate shall include all tools, tackles, supervision, transport and incidental expense, etc. as per section 1 of Technical Specification, up to and including a depth of 2M below existing level.

400

CUM

Item No: 1.02 All activities & scope same as in item 1.01 but for excavation below 2M and upto 4 M below existing ground level.

CUM

Item No: 1.05 All specifications scope & activities same as for item no 1.01 but for excavation in SOFT-ROCK as defined in IS:1200 for soil classification and up to a depth of 2M below existing ground level.

200

CUM

Item No: 1.06 Extra over item No.1.05 for every 1 M depth of excavation below 2 M from existing ground level.

CUM

Item No: 1.09a - Add Excavation in hard rock or boulders by pneumatic chiselling and disposal of the same as directed within 3 KM of the nearest edge of excavation, all supervision overhead/ profit other incidental expenses, and depths of 2 M below existing ground level all work as per Technical Specification Sec No.1.

CUM

Item No: 1.09b Extra over item no 1.09a for excavation at every 1 M below 2 M from existing ground level.

CUM

Item No: 1.09c - Add Excavation in hard rock or boulders by diamond rope cutting , chemical method and pneumatic chiselling or any other suitable method(s) but not blasting, and disposal of the same as directed within 3 KM of the nearest edge of excavation, all supervision overhead/ profit other incidental expenses, and depths of 2 M below existing ground level all work as per Technical Specification Sec No.1.

CUM

Item No: 1.09d Extra over item no 1.09c for excavation at every 1 M below 2 M from existing ground level.

CUM