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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 CrAccepted-Finance | ₹6.2 Cr | L1 | Accepted-Finance Due to L1 |
| 2 | L2₹7.2 Cr+₹98.7 L (15.9%)Accepted-Finance | ₹7.2 Cr+₹98.7 L (15.9%) | L2 | Accepted-Finance Due to L2 |
| 3 | L3₹7.6 Cr+₹1.4 Cr (23.3%)Rejected-Finance | ₹7.6 Cr+₹1.4 Cr (23.3%) | L3 | Rejected-Finance Due to L3 |
| 4 | L3₹7.6 Cr+₹1.4 Cr (23.3%)Rejected-Finance | ₹7.6 Cr+₹1.4 Cr (23.3%) | L3 | Rejected-Finance Due to L3 |
| 5 | L3₹7.6 Cr+₹1.4 Cr (23.3%)Rejected-Finance | ₹7.6 Cr+₹1.4 Cr (23.3%) | L3 | Rejected-Finance Due to L3 |
Tender Value
₹7.6 Cr
EMD Value
₹7.6 L
Closing Date
29 May 2026, 5:30 pmClosed
CCE Cuttack RandB Circle
O/o CCE Cuttack RandB Circle
Building works
2026_EICCL_129456_2
CCE.Ctc.(RandB)3/2026-27
National Competitive Bid
Civil Works - Buildings
Percentage
720 days
Cuttack
As per DTCN
3 documents required · 3 mandatory
₹10,000
₹7.6 L
Yes
8 Sept 2026
19 May 2026
30 May 2026
19 May 2026
29 May 2026
19 May 2026
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.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil work - Construction of single under reamed bored compaction pile foundation of 300mm dia and 9.0m long with RCC M-25 using crushed broken hard granite chips of 20mm and down graded with required design with cost conveyance taxes cost of all materials and labour etc complete as per specification and direction of Engineer in charge | 72 | each | 10,389.3 | ₹7,48,029.6 |
| 2 | Clearing grubbing road land including uprooting rank vegetation grass bushes shurbs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to used etc complete as per specification and direction of Engineer in charge | 1,839.46 | Sqm | 8.63 | ₹15,874.54 |
| 3 | Providing & applying of pre constructional anti-termite treatment by drilling 12mm dia holes at distance of 30cm @ junction of wall & floor about 300mm apart deep enough to reach the soil below & chemical emulsion (PREMISE, IMIDACHLOPRIED 30.5SC OF BAYER MAKE mixed with 47.5ltr water) pumped these holes to soak the soil @1ltr solution of each hole as per manufactures specification & the holes should be pluged the filling materials including cost of all materials, labour, conveyance, T&P, all taxes and hire charges of machinaries as per direction of Engineer-in-charge. | 438.32 | Sqm | 104.5 | ₹45,804.44 |
| 4 | Earth work in excavation of foundation trenches in hard soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lifts with sundries & T&P required for the work complete including cost of all labour,labour cess,T&P,sundries etc. as directed by the Engineer in charge. | 436.66 | Cum | 282.9 | ₹1,23,531.11 |
| 5 | Carriage of excavated earth by mechanical means upto 5km lead including cost of all labour for loading and unloading charges, transportation and spreading in layers etc complete as per specification and direction of Engineer in charge | 491.01 | Cum | 278.77 | ₹1,36,878.86 |
| 6 | Filling foundation and plinth with excavated earth well water and rammed in layers not exceeding 23cm in depth with all leads and lifts including cost conveyance taxes cost of all materials and labour etc complete as per specification and direction of Engineer in charge | 1,103.67 | Cum | 155.6 | ₹1,71,731.05 |
| 7 | Supplying of filling sand in foundation and plinth including watering,ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of Engineer-In-Charge. | 418.99 | Cum | 541.4 | ₹2,26,841.19 |
| 8 | Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in floor and plinth including tempering, curring, shuttering etc. complete all depth and height including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge. | 88.1 | Cum | 6,434.4 | ₹5,66,870.64 |
| 9 | 1st class Fly ash Brick masonry using bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge. | 51.55 | Cum | 5,558.1 | ₹2,86,520.06 |
| 10 | Fly Ash. brick masonry of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with approved grade cement and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge-Ground floor | 112.66 | Cum | 5,596.4 | ₹6,30,490.42 |
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