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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹90.2 LAdmitted-Finance | -26.13% | ₹90.2 L | L1 | Admitted-Finance |
| 2 | L2₹96.5 LAdmitted-Finance HIMANSU SHEKHAR SWAIN ODISHA | -20.97% | ₹96.5 L | L2 | Admitted-Finance |
| 3 | L3₹96.7 LAdmitted-Finance | -20.80% | ₹96.7 L | L3 | Admitted-Finance |
| 4 | L4₹97.0 LAdmitted-Finance | -20.55% | ₹97.0 L | L4 | Admitted-Finance |
| 5 | L5₹99.8 LAdmitted-Finance | -18.22% | ₹99.8 L | L5 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
8 Apr 2026, 5:00 pmClosed
C.C.E, Northern R AND B Circle, SAMBALPUR
O/O THE C.C.E, Northern R AND B Circle, SAMBALPUR
BUILDING WORK
2026_EICCL_127541_7
CCENC (R AND B) /23/ 2025-26
National Competitive Bid
Civil Works - Buildings
180 days
DEOGARH
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹1.2 L
Yes
4 Jun 2026
24 Mar 2026
9 Apr 2026
24 Mar 2026
8 Apr 2026
24 Mar 2026
24 Mar 2026 - 31 Mar 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation of foundation trenches in All kinds of soil including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site 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. | |||||
| 2Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. | |||||
| 3Supplying 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). | |||||
| 4Diluting and injecting chemical emulsion (to be supplied free of cost at site of work) for PRE CONSTRUCTIONAL Anti-termite treatment and creating a continuous chemical barrier under and all-round the column pits, wall trenches, basement excavation, top perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc. complete as per specifications (plinth area of the building at ground floor only shall be measured for payment). | |||||
| 5Providing and lying plain cement concrete of proportion (1:3:6) in foundation and floors using Portland slag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge. | |||||
| 6Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. | |||||
| 7Ground Floor | |||||
| 8a)Footing | |||||
| 9b)Column up to Pl Lvl :- | |||||
| 10c)Tie/Plinth Beam :- | |||||
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