Odisha

Cancelled

Works

Civil Works - Buildings

Construction of Video Conference room at Tahasil Office, Rairakhol for the year 2025-26.

EIC-CIVIL

Rairakhol | Sambalpur, Odisha

Amount: ₹20.1 LCloses: 7 Apr 2026Closed

Timeline

Published26 Mar 2026
Closed7 Apr 2026
Cancelled7 Apr 2026

Cancellation Details

Cancellation of Tender

Cancellation of tenderCancellation of tenderReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 7 Apr 2026

Tender Value

₹20.1 L

EMD Value

₹20,100

Closing Date

7 Apr 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

SE R AND B DIV-I, SBP

Address

O/O SE R AND B DIV-I, SBP

Work Description

Building Works

Tender Information

Tender ID

2026_EICCL_127648_8

Reference Number

SE/R AND B/SBP/30/2025-26

Tender Type

National Competitive Bid

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

90 days

Location

Rairakhol

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredGST, PAN, RC, affidavit etc as per DTCN. (.pdf)

RequiredBill of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹6,000

EMD Fee Amount

₹20,100

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Apr 2026

Published

26 Mar 2026

Bid Opening

8 Apr 2026

Download Starts

26 Mar 2026

Download Ends

7 Apr 2026

Submission Starts

26 Mar 2026

Clarification Period

26 Mar 2026 - 6 Apr 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation in all kinds of soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge
2Sand filling in foundation and plinth including cost of all material, labour, conveyance, loading and unloading, taxes, royalties, sundries, tools and plants etc. complete as per the driection of the Engineer in Charge. (linear measurement will be taken and quantity will be calculated on standard weight for all heights).
3Filling area with excavated earth materials including labour, conveyance, loading and unloading, taxes, royalties, sundries, tools and plants etc. complete as per the driection of the Engineer in Charge.
4Conveyance of excavated earth materials by mechanical means including 5km lead complete including all labour, materials & royality etc. complete as per direction of EIC.
5Providing & laying plain cement concrete (1:3:6) using 4cm size metal etc. complete including all labour, materials & royality etc. complete as per direction of EIC.
6Providing lifting, hoisting and laying R.C.C. of M-20 Grade to base of columns and footing, columns, beams, plinth band, lintels, chajja, shaft, fins, roof slabs, balconies, stair cases, parapets, window sills, lofts, railing, jally, copping or in places as shown in the drawing for all floors with 20mm and down graded size black hard crusher broken ships of approved quality from approved quarry including mixing and vibro compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth (if required providing plaster with cement mortar (1:4) wherever necessary without any extra cost) including rigid smooth centering and shuttering, scafolding, watering (excluding reinforcement bars) and curing for required period including cost of all material, labour, conveyance, royality, loading and unloading, sundries, tools and plants etc. complete as per the direction of the Engineer in Charge.
7Base Footing
8Column in S/S
9Plinth Beam
10Lintel Bend

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.55 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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.33 MB

Work Item Documents

SlNo-10.pdf

Tender Documents • 1.32 MB

BOQ_586487.xls

BOQ • 0.47 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation in all kinds of soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge
2Sand filling in foundation and plinth including cost of all material, labour, conveyance, loading and unloading, taxes, royalties, sundries, tools and plants etc. complete as per the driection of the Engineer in Charge. (linear measurement will be taken and quantity will be calculated on standard weight for all heights).
3Filling area with excavated earth materials including labour, conveyance, loading and unloading, taxes, royalties, sundries, tools and plants etc. complete as per the driection of the Engineer in Charge.
4Conveyance of excavated earth materials by mechanical means including 5km lead complete including all labour, materials & royality etc. complete as per direction of EIC.
5Providing & laying plain cement concrete (1:3:6) using 4cm size metal etc. complete including all labour, materials & royality etc. complete as per direction of EIC.
6Providing lifting, hoisting and laying R.C.C. of M-20 Grade to base of columns and footing, columns, beams, plinth band, lintels, chajja, shaft, fins, roof slabs, balconies, stair cases, parapets, window sills, lofts, railing, jally, copping or in places as shown in the drawing for all floors with 20mm and down graded size black hard crusher broken ships of approved quality from approved quarry including mixing and vibro compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth (if required providing plaster with cement mortar (1:4) wherever necessary without any extra cost) including rigid smooth centering and shuttering, scafolding, watering (excluding reinforcement bars) and curing for required period including cost of all material, labour, conveyance, royality, loading and unloading, sundries, tools and plants etc. complete as per the direction of the Engineer in Charge.
7Base Footing
8Column in S/S
9Plinth Beam
10Lintel Bend

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation in all kinds of soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge

2Sand filling in foundation and plinth including cost of all material, labour, conveyance, loading and unloading, taxes, royalties, sundries, tools and plants etc. complete as per the driection of the Engineer in Charge. (linear measurement will be taken and quantity will be calculated on standard weight for all heights).

3Filling area with excavated earth materials including labour, conveyance, loading and unloading, taxes, royalties, sundries, tools and plants etc. complete as per the driection of the Engineer in Charge.

4Conveyance of excavated earth materials by mechanical means including 5km lead complete including all labour, materials & royality etc. complete as per direction of EIC.

5Providing & laying plain cement concrete (1:3:6) using 4cm size metal etc. complete including all labour, materials & royality etc. complete as per direction of EIC.

6Providing lifting, hoisting and laying R.C.C. of M-20 Grade to base of columns and footing, columns, beams, plinth band, lintels, chajja, shaft, fins, roof slabs, balconies, stair cases, parapets, window sills, lofts, railing, jally, copping or in places as shown in the drawing for all floors with 20mm and down graded size black hard crusher broken ships of approved quality from approved quarry including mixing and vibro compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth (if required providing plaster with cement mortar (1:4) wherever necessary without any extra cost) including rigid smooth centering and shuttering, scafolding, watering (excluding reinforcement bars) and curing for required period including cost of all material, labour, conveyance, royality, loading and unloading, sundries, tools and plants etc. complete as per the direction of the Engineer in Charge.

7Base Footing

8Column in S/S

9Plinth Beam

10Lintel Bend