Construction of Court Building at Kodala, in the Judgeship of Ganjam Buildings.

Earth work in excavation of foundation in hard soil or gravelly 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.

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 and of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per OPWD Specification and directed of the Engineer-In-charge.

Providing and laying plain 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 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 OPWD specification & direction of Engineer-in-charge. (Foundation and Plinth)

Super Structure Ground Floor

Super Structure First Floor

Super Structue Second Floor

Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 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 & Roof Beam Ground Floor