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    Construction Of Rental Transit in Mancheshwar - Complete Tender Details

    Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Rental Transit" in Mancheshwar, India.

    BHUBANESWAR DEVELOPMENT AUTHORITY

    Mancheshwar, Odisha, India

    NTID 45061914

    • Opening Date : Tue 19th May, 2026
    • Closing Date : Mon 18th May, 2026
    • ₹ 69079954.00
    • NTID 45061914
    Key Values: Document Cost: 11800.00 | EMD: 690800.00 | Estimated Cost: 69079954.00

    Tender Description

    Construction Of Rental Transit House G Plus 1 Of Pre Fabricated Structure At Gadakana Bhubaneswar Phase Ii

    Documents

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    • Document-1

      721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf

    • Document-2

      721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf

    Costs

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    BOQ Items Total Items : 46 | Total Qty : 149206.75

    # Item Quantity Units
    1 Supply, installation & commissioning of pre-fabricated transit house (G+1) at Gadakan, Bhubaneswar with site preparation, foundation, erection and installation of structural component, roofing, flooring, wall paneling with plumbing and electrification works including stair case and corridor and all allied infrastructure complete to make the units fully functional and habitable as per the specification and direction of Engineer-in-charge. Plinth area of the structure for each block with 40 dwelling units. (For 2 Floors) 2 x 45.08 Mtr. x 9.00 Mtr. = 811.44 Sqmt. Corridor 2 x 45.08 Mtr. x 1.20 Mtr. = 108.19 Sqmt. =919.63 Sqmt. / Each Block For 2 Blocks- 2 x 919.63 Sqmt.=1839.26 Sqmt. (A) Plinth area of the structure for each block with 48 dwelling units. (For 2 Floors) 2 x 54.08 Mtr. x 9.00 Mtr. = 973.44 Sqmt. Corridor 2 x 54.08 Mtr. x 1.20 Mtr. = 129.79 Sqmt. =1103.23 Sqmt. / Each Block For 1 Blocks- 1 x 1103.23 Sqmt.=1103.23 Sqmt. (B) Total Area (A+B)= 2942.49 Sqmt. Or = 31661.19 Sqft. Say=31661.00 Sqft. 31661.000 Sft
    2 Construction of Road C.D works Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in following types of soil including moorum, hard stony earth, earth mixed with boulders, DI rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. Excavation in hard soil 661.500 Cum.
    3 Loosening, levelling & compacting original ground of 0.15 Mtr depth below the sub grade including watering and compacting in layers by VRR, cost & conveyance of required quantity of water, cost of all labour sundries, T & P etc. required for the work to complete in all respect as per specification and direction of Engineer-in-charge. 330.75 Cum
    4 Preparation of subgrade by good quality earth including Carriage by Mechanical means, watering to OMC and compaction by V.R.R etc. all complete including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work & direction of Engineer-in-charge. 385.880 Cum.
    5 Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works including cost, conveyance, royalty, labour etc. complete as per the direction of Engineer-in-charge. 465.000 Cum.
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