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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹98.2 LAdmitted-Finance | -15.00% | ₹98.2 L | L1 | Admitted-Finance |
| 2 | L2₹1.2 CrAdmitted-Finance AT MAHABIRPADIA PO PS BHAWANIPATNA DIST KALAHANDI | BHAWANIPATNA | KALAHANDI | ODISHA | +0.00% | ₹1.2 Cr | L2 | Admitted-Finance |
| 3 | L2₹1.2 CrAdmitted-Finance | +0.00% | ₹1.2 Cr | L2 | Admitted-Finance |
| 4 | L2₹1.2 CrAdmitted-Finance | +0.00% | ₹1.2 Cr | L2 | Admitted-Finance |
| 5 | L2₹1.2 CrAdmitted-Finance AFIPO GUGARI GALI NANDAPARA THARVAPARA DIST SAMBALPUR | +0.00% | ₹1.2 Cr | L2 | 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_12
CCENC (R AND B) /23/ 2025-26
National Competitive Bid
Civil Works - Buildings
180 days
RAIRAKHOL
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹1.2 L
Yes
14 May 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 |
|---|---|---|---|---|---|
| 1Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge and as per direction of the Engineer-in-charge | |||||
| 2Providing Antitermite treatments as per ISI specification including making holes 3'0" C/C both ways injecting chemical with water in propertion(1:20) or any approved propertion by the EIC & treatment to choukath sides & wall junction. Cost & conveyance of all materials, labours, T&P etc complete. as per direction of EIC. | |||||
| 3Sand 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). | |||||
| 4Filling 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. | |||||
| 5Providing and laying of 80mm thick factory made cement concrete interlocking paver block of M35 grade and approved make variety colour and size made by Block making machin with strong vibratory compaction of approved design and shape, laid in required col | |||||
| 6Providing 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. | |||||
| 7Providing, lifting, hoisting and laying Reinforced cement concrete of M-20 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. | |||||
| 8(a)Base Footing | |||||
| 9(b) Column in s/s | |||||
| 10i)Ground Floor | |||||
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