CONSTRUCTION OF GUARD WALL AT GRAM PADSA KA TOLA BADUPADSA ME BANGALI PADEYA GHAR KE NAJDIK PANCHAYAT PANGA BLOCK MANJHARI WEST SINGHBHUM DISTRICT

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. SOR Item No -3.13 (i) A.

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. P.C.C Grade M-15 SOR Item No. - 12.08A Case-II.

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble masonry (coursed/uncoursed) SOR Item No. - 12.07B.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Random Rubble Masonry (Coursed/uncoursed). SOR Item No. - 13.04B

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M15 SOR Item No. - 13.05 A(P).

Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. SOR Item No. - 13.08

Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications. SOR Item No. - 13.02

Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification. SOR RCD Item No. - 13.10

Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume).

Carriage of materials Sand

Cement

Stone chips

Bolder

Metal

Labour Cess 1%

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