CONSTRUCTION OF R AND B DIVISION OFFICE BUILDING G PLUS 1 AT JEYPORE FOR THE YEAR 2025 26

Building Proper Blasting hard and compacted sheet rock excluding sand stone measured in solid including jumping holes cost of explosive fuse, detonator, etc and stacking the blasted debris clear of work within 50m lead including of all cost, conveyance, taxes & royalties of all materials, labour with T&P required for the work etc all complete. (Building proper )

Transportion of debries by mechanical means within 5km lead including of all cost, conveyance, taxes & royalties of all materials, labour with T&P required for the work etc all complete. (Building proper )

Earth work in hard soil or gravelly soil with 50m initial lead and 1.5m initial lift including rought dressing and breaking clods to maximum 5cm 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-In-Charge. (Building proper )

Supplying of filling sand in foundation and over areas including watering,ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of Engineer-In-charge. (Building proper )

Providing and laying plain cement concrete 1:3:6 (1 cement:3 sand: 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. (Building proper )

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) 250 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. Column footing

Plinth Beam

Column Superstructure Ground floor

First floor

Second floor