Restoration of rain damages on Bari to Sain road

Earth work in excavation in for structures as per drawing and technical specification Clause 305.01 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material and disposal of all surplus excavated earth up to a lead of 50 Metre in specified site and as per the direction of Engineer-in-charge complete.

Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4mm (fifty three millimetre to twenty two point four millimetre) nominal size to water bound macadam specifications including in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading-III as per technical specifications clause 405 by manual means including entire carriage of materials within all leads and lifts and other incidentals.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with in all lead and lift and as per the direction of Engineer -in -charge.

Providing and laying of interlocking concrete block pavement of NTC Tiles or equivalent and of required shade having thickness of 80mm (eighty millimetre) as per drawing and technical specifications clause 1504 including entire carriage of material within all leads, lifts and other incidental charges.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded aggregate 40 mm nominal size) including carriage of materials with in all leads and lifts and direction of Engineer-in-Charge.

Providing weep holes in brick masonry / Stone masonry / plain/reinforced concrete in retaining walls, breast walls and the like with 100mm ( One hundred ) dia PVC pipe extending through the full width of the structure with slope of 1 vertical : 20 horizontal towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 in all leads and lifts and carriage of material by all modes of transportation as per the direction of Engineer- in-chrage.

Back filling behind retaining walls, breast walls, abutments, wing walls and return walls complete as per drawing and technical specifications clause 1204.3.8 in all leads and lifts and carriage of materials by all modes of transportation and as per the direction of Engineer-in-Charge.