Repair and Renovation to academic Block 3 Nos. Ladies Hostels Boys Hostel GNM Hostel Nursing College and School Building situated inside the Premises of Nursing College at MKCG and MCH Berhampur

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unservicable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres inclusing removal and disposal of top organic soil not exceed ing 150 mm in thickness etc complete as per OPWD Specification and direction of the Engineer-In-Charge.

Earth work in excavation of foundation in all kinds of soil within 50 m linital lead and 1.50m initial lift including rough dressing breaking clods to maxikum 5cm to 7cm and laying in layers not exceeding 0.3M depth and as per OPWD Specification and direction of the Engineer-In-Charge.

Filling in foundation and plinth with sand including watering and ramming with cost, conveyance, royalty, taxes of all materials with all labour, T&P etc., complete as per the OPWD Specification and direction of the Engineer-in-charge.

Providing and laying cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry 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, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the OPWD Specification and direction of the Engineer-in-charge.

Fly Ash Brick masonry in C.M. (1:6) using 9" size using of 23cmx11cmx8cm size brick having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as per the OPWD Specification and direction of the Engineer-in-charge. First Floor

Second Floor

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 per OPWD specification & direction of Engineer-in-charge.. But excluding cost and conveyance of HYSD bar and binding wires and labour charges for straightening, cutting, bending etc. of HYSD Bar tying the grills and placing in proper position Footing

Plinth beam

Column Super Structure

Beam