Odisha Industrial Infrastructure Development Corporation Tender

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction construction & Clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)as per direcion of Engineer-in-Charge.

Construction, Providing, Supplying and fixing precast RCC/ SFRC fencing compound wall poles having finished dimension of 200mmx200mmx3000mm (long) made of M-30 grade concrete with 10 nos of 4mm dia HTPC (High Tension Pre Coated) wire, fixed in cast-in-situ PCC M-20 concrete in foundation footing of size 600 mm dia 300mm depth from top and P.C.C. of proportion in C.C.(1:4:8) of size 600 mm dia 300mm depth at bottom inside the RCC collar pipe of 600mm internal dia placed over a base of plain cement conrete of proportion with C.C. (1:4:8) of size 800 mm x800mm x 100mm depth over a layer of sand 800 mm x800mm x 50mm depth, including excavating foundation pit for each pole in Hard soil of size 800 mm(long) x800mm (wide) 800mm depth including wtering & curing for required days, alongwith supplying, fitting & fixing of precast RCC/ SFRC slab having dimension of 2100mm (long) x 300mm (wide) x 50mm (thick) 7nos. per span, made with M-30 grade concrete having 4mm dia GI HTPC wire 4 nos. covering the top of the compound wall poles with a precast RCC/ SFRC cover of size (300X300X150) mm in order to prevent the slab pannels from removing. All complete as a set to be measured in term of running meter including such precast RCC/ SFRC top cover, slab, pole, including painting two coats of weather coat over a coat of primer including curing cost and conveyance of all materials, royalties, taxes all labour, labour cess, T & P required for the work etc. complete including dewatering if required as per the direction of the Engineer-in-charge .