Construction of Sports Stadium at TRespone Under SDP

Plate Farm Cutting

Earth work in excavation by mechanical means (Hydraulic Excavator) over areas exceeding 30cm and up to 1.50Mtr in depth 1.5 mtr in width as well as 10 sqm on plan)Including disposal of excavated earth upto 1Mtr from cutting edge, disposed earth to be leveled and neatly dressed in:

All kinds of soil @60%

Soft Rock @30%

Hard Rock ( RB) @10%

Filling with available fly ash and earth (excluding rock) in trenches orembankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer - incharge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge

Rataining Wall

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:

All Kinds of Soil @100%

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 gradedstone aggregate 20 mm nominal size derived from natural sources)Incld. Carriage complete

Random rubble masonry with hard stone in perstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cemen : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.7.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand)Incld. Carriage complete

Dry random rubble masonry with hard stone in foundation and plinth using quarry stone without bound stone. Labour Rate

Centering and shuttering including strutting, propping etc. and removal of form work for:

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc

Providing weep hole of PVC pipe 150 mm dia Zigzag pattern complete. Job

Fillng with good earth bought from borrow pits in layers not exceeding 30Cm incld. Wateing rammining and consolidation tom achieve the desired density as per engineer in charage all complete.

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