Development of Pradhanpat Integrated Eco-Tourism Circuit, Deogarh.

Excavation of founation in laterite rock or any hard rock (other than granite or disintigrated rock) removed by chiselling including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification including cost of labour, conveyance, loading, unloading, T&P, etc, all complete as per the direction of Engineer-in-Charge.

Upto 1.5mtr Depth

Beyond 1.5mtr to 3.00 mtr Depth

Disposal of surplus/ excavated materials by mechanical means within 5km. Lead away from the site including cost of all labour , T&P taxes, loading, unloading, scaffolding, T&P etc. as required for the work as per the direction of Engineer-in-charge.

Filling the Foundation and Plinth, sides of foundation, etc. with excavated materials (excluding rock), in layers not exceeding 0.225 m in depth including cost of watering, ramming, dressing and levelling the top to proper level & gradient, cost of labour, conveyance, loading, unloading, T&P, etc, all complete as per the direction of Engineer-in-Charge.

Supplying, diluting and preparing chemical emulsion like Imidacloprid 30.5 % SC or other chemicals approved by Central Insecticides Board or as directed by the manufacturer and spraying the mixture uniformly by sprayer as Pre-Constructional Anti-termite Treatment confirming to IS 6313 (Part-II) and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building, expansion joints, surrounding the pipes and conduits etc. at the rate of 7.5 liters per sqm on vertical surface and 5.0 liters per sqm on horizontal surfaces, 50% of the emulsion to be filled in the holes made in trenches at 150mm center to center (or as directed by the manufacturer) including the cost of all materials, cost of all labour, conveyance, loading, unloading, T&P, etc. all complete as per the direction of Engineer-in-Charge. ( The payment shall be made on the basis of actual plinth area of the building at ground floor and vertical faces will not be measured for payment). Note- The contractor shall have to furnish Ten (10) years guarantees to maintain the anti-termite treated area / structure free from termite. In addition to the 10 years guarantee furnished as above, the contractor shall have to furnish ten years (after certificate of final completion) Bank Guarantee Bond issued by any Nationalized Bank executed in favour of the client as directed in the prescribed proforma available in the tender document for an amount of 10% (ten percent) of cost of this item of work.

Supplying and Filling with Sand in Foundation and Plinth in layers not exceeding 20 cm in depth, well watered and compact , top surface dressed and levelled to proper level and gradient including cost of all materials , conveyance,taxes, royalties, loading, unloading, cost of all labour, T&P, etc.All compelete as per the dirrection of Engineer-in-charge.

Providing and lying Plain Cement Concrete of proportion (1:3:6) in foundation & floor using 40 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge. (a)Upto 1.5mtr Depth

(b)From 1.5mtr to 4.5Mtr Depth

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) 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.