Odisha

Financial BO

Works

Civil Works - Buildings

Construction of proposed S plus 1 4 Nos E Type Staff Quarters at Reamal in the District of Deogarh.

EIC-CIVIL

Deogarh, Odisha

Amount: ₹2.2 CrCloses: 8 Apr 2026Closed

Bids

Percentage

8 Bids4 Jun 2026

#	Company	Quoted %	Amount	Rank	Status
1	L1₹1.6 CrAdmitted-Finance	-25.84%	₹1.6 Cr	L1	Admitted-Finance
2	L2₹1.7 CrAdmitted-Finance	-22.45%	₹1.7 Cr	L2	Admitted-Finance
3	L3₹1.8 CrAdmitted-Finance	-18.20%	₹1.8 Cr	L3	Admitted-Finance
4	L4₹1.8 CrAdmitted-Finance	-18.00%	₹1.8 Cr	L4	Admitted-Finance
5	Rejected-Technical	-	-	-	Rejected-Technical As per the decision of Tender Evaluation Committee

Tender Value

₹2.2 Cr

EMD Value

₹2.2 L

Closing Date

8 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

C.C.E, Northern R AND B Circle, SAMBALPUR

Address

O/O THE C.C.E, Northern R AND B Circle, SAMBALPUR

Work Description

BUILDING WORK

Tender Information

Tender ID

2026_EICCL_127541_3

Reference Number

CCENC (R AND B) /23/ 2025-26

Tender Type

National Competitive Bid

Product Category

Civil Works - Buildings

Period of Work

240 days

Location

DEOGARH

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredOnline Proof Copy of Tender Cost, Bid Security, GSTIN, PAN, R.C and Affidavit (.pdf)

RequiredOwnership of machineries, work experience and MOU for composite Building work etc. (.pdf)

RequiredWork experience certificate and other related documents as per DTCN (.pdf)

Finance

RequiredBILL OF QUANTITY (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹10,000

EMD Fee Amount

₹2.2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Jun 2026

Published

24 Mar 2026

Bid Opening

9 Apr 2026

Download Starts

24 Mar 2026

Download Ends

8 Apr 2026

Submission Starts

24 Mar 2026

Clarification Period

24 Mar 2026 - 31 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

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
1Excavation in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with .
2Earth work in excavation of foundation in stoney earth & gravels mixed with stone & boulder not exceeding 0.014cum in volume within 50m initial lead and 1.50m initial lift including rough dressing breaking clods to maximum 5cm to 7cm & laying in layers not exceeding .0.3m depth and as per direction of the Engineer-in-Charge.
3Exacavation of foundation in hard rock by cheseling etc complete.(Blasting provited Area ) with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge.
4Excavation in Hard rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with .
5Removal of Excavated earth up to a distance of 5km by mechanical means with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge.
6Filling F&P with excavated earth including watering and ramming with including cost of all labour,T&P completed as directed by the Engineer-in-charge.
7Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).
8Cement concrete of proportion (1:3:6) in foundation and floors using 4cm (1 ½”) size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6”) thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties and taxes of all materials with all labour, cess and T&P required for the work etc. complete in all respect.
9Cement concrete (1:2:4) using 12mm size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete in layers, watering, curing etc. complete including cost, conveyance, royalties and taxes of all materials with labour, cess and T&P etc. required for the work complete. Ground Floor
10Second Floor

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

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

3EQRDGH.pdf

Tender Documents • 1.42 MB

BOQ_586038.xls

BOQ • 0.46 MB

Ready to Participate?

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