Balance work of 6.00 mtrs. Span Culvert over Mama Bhanja Nallah GP Band Vihar Km 0/00 to 0/400 (SW - C/o approaches of 6.00 Mtrs. Span Culvert and approaches towards Samshan Ghat (SCSP)

Amount

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil, comprising of ordinary soil, ordinary rock , hard rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification clause 305.1 and as per the directions of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable / approved materials to the original surface in layers not exceeding 150mm one hundred fifty millimeters) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete nominal mix 1:5:10 (1 cement: 5 sand:10 graded crushed/ broken stone aggregate 40 mm (forty milimetre) nominal size) in parapets and filling in abutments per drawing and MORD technical specifications Section 800, 900 & 1200 including the cost of form work and curing complete, including carriage of materials within all leads and lift and other incidentals as per the direction of Engineer-in- Charge.The rate including of octroi, royality, malkana, tolltax, GST or other taxes imposed by the government.

Providing weep holes in brick mansonry/ stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width of the structures with slop of 1 (v) : 20 (H) towards drain face complete as per drawing and technical specification clause 614, 709, 1204.307 including carriage of materials within all leads and lift and other incidentals as per the direction of Engineer-in- Charge.The rate including of octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

Back filling granular material behind R/Wall, abutment wing wall and return wall complete as per drawing and technical specifications clause 1204.3.8 including carriage of materials within all leads and lift and other incidentals as per the direction of Engineer-in- Charge.The rate including of octroi, royality, malkana, tolltax, GST or other taxes imposed by the government.

Construction of embankment for road way with approved materials from borrowpits , or other sources in layers of suitable thickness not exceeding 200mm (Two hundred milimeter) thick each layers and compacted with 80-100 (Eighty - Hundred) K.N static/ vibratory road roller to meet the requirement of table 300.1 and 300.2 of technical specifications to lines, grades, levels and cross sections as per Drawings or direction of the Engineer-in-Charge to Technical specification clause 301 and other relevent clauses including preparation of foundation for embankment in all kinds and classification of soils including saturated soil and dewatering/ bailing out of water where ever required including handling of material for construction of embankments within all leads and lifts. The rate shall include carriage of machineries, equipments, tools and materials and safety measures payment of all taxes, octroi royality and other incidentals necessary to complete the work in all respects.

Sunil Walia