Tender ID

Odisha

Cancelled

Works

Civil Works - Buildings

Construction of 1 No C Type Quarter at Reamal in the District of Deogarh

EIC-CIVIL

Deogarh, Odisha

Amount: ₹1.4 CrCloses: 8 Apr 2026Closed

Timeline

Published24 Mar 2026
Closed8 Apr 2026
Cancelled28 Jul 2026

Bids

3 Bids28 Jul 2026

#	Company	Status
1	ANUPAM MODI Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical
2	PRAMODINI NANDA Admitted-Fee/PreQual/Technical AT GUNDIAPALI P O RENGALBEDA PS REAMAL DIST DEOGARH \| DEOGARH \| DEOGARH \| ODISHA	Admitted-Fee/PreQual/Technical
3	SUBRAT PANDA Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: Minimum Bids Not ReceivedDocument: cancelled_1.pdf

Published 28 Jul 2026

Tender Value

₹1.4 Cr

EMD Value

₹1.4 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_4

Reference Number

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

Tender Type

National Competitive Bid

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

180 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

₹1.4 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Jul 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 cost of all labour etc. complete 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
10Fly Ash brick masonry in cement mortar (1:6) in Foundation and plinth using fly ash bricks of 23cm x 11cm x 8cm size having a crushing strength of not less than 75 kg/cm2 with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing including cost, conveyance, royalties and taxes of all materials with all labour, cess and T&P required for the work complete in all respect in all floors.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.38 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 • 0.38 MB

Work Item Documents

4CQRDGH.pdf

Tender Documents • 1.42 MB

BOQ_586039.xls

BOQ • 0.49 MB

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Company

ANUPAM MODI

Admitted-Fee/PreQual/Technical

PRAMODINI NANDA

Admitted-Fee/PreQual/Technical

AT GUNDIAPALI P O RENGALBEDA PS REAMAL DIST DEOGARH | DEOGARH | DEOGARH | ODISHA

SUBRAT PANDA

Admitted-Fee/PreQual/Technical

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 cost of all labour etc. complete 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
10Fly Ash brick masonry in cement mortar (1:6) in Foundation and plinth using fly ash bricks of 23cm x 11cm x 8cm size having a crushing strength of not less than 75 kg/cm2 with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing including cost, conveyance, royalties and taxes of all materials with all labour, cess and T&P required for the work complete in all respect in all floors.

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 cost of all labour etc. complete 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

10Fly Ash brick masonry in cement mortar (1:6) in Foundation and plinth using fly ash bricks of 23cm x 11cm x 8cm size having a crushing strength of not less than 75 kg/cm2 with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing including cost, conveyance, royalties and taxes of all materials with all labour, cess and T&P required for the work complete in all respect in all floors.