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Tender Value
₹17.8 Cr
EMD Value
₹17.8 L
Closing Date
20 Jul 2026, 5:00 pm
Additional Chief Engineer, OTDC Ltd.
O/o The Additional Chief Engineer, OTDC Ltd. BBSR
Development of Integrated Art and Craft Village at Guhaldihi under Baripada Block in the District of Mayurbhanj
2026_OTDC_134539_1
ACE/OTDC/01/2026-27
National Competitive Bid
Civil Works - Buildings
540 days
GUHALADIHI vILLAGE, BARIPADA BLOCK
AS PER DTCN
3 documents required · 3 mandatory
₹10,000
₹17.8 L
Yes
6 Jul 2026
6 Jul 2026
21 Jul 2026
6 Jul 2026
20 Jul 2026
6 Jul 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 | Earth work in all kind of soil with initial lead and lift including rough dressing in layers not exceeding 0.3m in depth and the Earth transported by transport vehicles as directed by the Engineer-in-charge. | - | Cum | - | - |
| 2 | Earthwork in excavation of foundation trenches in ordinary 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. | - | Cum | - | - |
| 3 | Cleaning & grubbing road land including uprooting rank vegetation ,grass bushes ,shrubs,saplings & trees girth up to 300mm ,removal of stumps of trees cut earlier & disposal of unserviceable material & &stacking of serviceable material to be used or auctioned ,up to a lead of 1000meters including removal & disposal of top organic soil not exceeding 150mm in thickness comleted. | - | Sqm | - | - |
| 4 | Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth: consolidating each deposited layer byramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge. | - | Cum | 1 | - |
| 5 | Supplying 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, 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). | 0.2 | Cum | 1 | ₹0.2 |
| 6 | Providing and lying plain cement concrete of proportion (1:3:6) in Floor or similar location using Portland Slag Cement(PSC) with 4 cm. 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, 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 specification and direction of Engineer-in-charge. | - | Cum | 1 | - |
| 7 | Providing & laying Plain Cement concrete (PCC ) of proportion (1:2:4) in foundation and floors using 4cm (1½”) 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 as per direction of Engineer-in-charge | 1 | Cum | - | - |
| 8 | Providing, 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) 20 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. | - | - | - | - |
| 9 | a) Footing | 0.2 | Cum | 1 | ₹0.2 |
| 10 | b) Plinth beam | 0.6 | Cum | 1 | ₹0.6 |
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