Balance work of road from Nore to Wazir Bowali Km. 0/00 to 37/00. (SH C/o R/walls, B/walls and W-beam railing at various RDs in Km. 0/00 to 37/00).

Amount

Excavation in soil in Hilly Area in all kinds of soil by all means including cutting and trimming of side slopes and disposing of excavated earth upto all leads and lifts as per drawing and technical Specification clauses 1603.1 and as per direction of The Engineer-In-Charge complete.

Earthwork in excavation for foundation of structures upto all depth as per drawing and technical specification clauses 305.1 including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per direction of The Engineer-In-Charge complete.

Providing and laying concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical Specification 1:3:6 (one cement : three sand : six graded stone aggregate twenty mm nominal size) including curing and carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete.

Providing and laying plain/ reinforced concrete grade M-15 niminal mix 1:2.5:5 (one cement : two point five sand : five graded stone aggregate twenty milimetre nominal size) in structures complete as per drawing and technical Specification including curing and carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete.

Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry in cement mortar 1:6 (one cement : six sand) including curing and carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete.

Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc for sub-structures and super structure complete as per drawing and technical specification clauses 704.6 & 1302.5 including carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete.

Providing and fixing of "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete including carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete.