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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.8 LAccepted-Finance AT CHULIA BANGURA ORAF KUSIA BAUNSAPAL PO KAMAKHYANAGAR DISTRICT DHENKANAL | L1 | Accepted-Finance L1 | |
| 2 | L2₹21.1 L+₹35,661.71 (1.72%)Accepted-Finance ODISHA OD | CUTTACK | ODISHA | 752120 | L2 | Accepted-Finance L2 | |
| 3 | L3₹22.1 L+₹1.3 L (6.48%)Accepted-Finance AT LENKUDIPADA P O LENKUDIPADA P S NAYAGARH DIST NAYAGARH PIN 752070 | NAYAGARH | ODISHA | 752070 | L3 | Accepted-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical Not Fulfilled all eligibility criteria |
Tender Value
₹27.6 L
EMD Value
₹27,644
Closing Date
31 Mar 2026, 5:00 pmClosed
Superintending Engineer, OTDC Ltd. BBSR
O/o The Superintending Engineer, OTDC Ltd. BBSR
Repair and Renovation of Toilet at Mangalajodi and Barkul and Water Supply from Mangalajodi Village to Jetty (Bird Watch Tower) in Khordha District
2026_OTDC_127418_1
BP-I/31/2025-26 Dt. 11.03.2026
National Competitive Bid
Civil Works - Buildings
Percentage
120 days
Mangalajodi
As per DTCN
3 documents required · 3 mandatory
₹6,000
₹27,644
Yes
22 Sept 2026
19 Mar 2026
2 Apr 2026
19 Mar 2026
31 Mar 2026
19 Mar 2026
19 Mar 2026 - 23 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 |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation of foundation trenches in all kinds of soil including moorum stoney earth and earth mixed with boulders except sheet rock and boulders requiring blasting 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. | 0.4 | Cum | 1 | ₹0.4 |
| 2Supplying 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). | |||||
| 3 | Providing 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. | 1 | Cum | 1 | ₹1 |
| 4Providing, lifting, hoisting and laying Reinforced cement concrete of M-200 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 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. | |||||
| 5 | a) Foundation | - | Cum | 1 | - |
| 6b) Plinth Beam | |||||
| 7c) Column & Beam | |||||
| 8d) Lintel | |||||
| 9 | e) Roof Slab | 1 | Cum | - | - |
| 10f) Chajja | |||||
stage.html
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tech_eval.pdf
fin_eval.pdf
finance_585653.pdf
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Tendernotice_1.pdf
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DTCN.pdf
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BOQ_585653.xls
BOQ • 0.43 MB
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