C/o Rosso bridge to Rangod

Amount

Earthwork in excavation in all kinds classification of soil in foundation of structures upto all depth/ height as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts dressing of sides and bottom and back filling with approved material and disposal of all surplus excavated earth in specified site and as per direction of Engineer-in-charge complete.

Providing and laying cement concrete 1:5:10 ( One cement: Five sand: Ten graded crushed stone aggregate 40mm (Forty milimeters) Nominal size as per PWD specification in all heights and curing complete including cost of form work in retaining wall/ breast walls including entire carriage of materials with in all leads and lifts complete.

Providing and laying concrete for plain/reinforced concrete 1:4:8 (One cement : Four sand : Eight graded stone aggregate) 40mm (forty milimeter) nominal size in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 and as per direction of Engineer-in-charge complete.

Providing and laying cement concrete plain/ reinforced concrete M-10 in open foundation complete as per drawing and technical specification cluse 802,803,1202 and 1203 including form work for plain/ reinforced concrete work as per drawing and HP,PWDD technical specification including carriage of materials with in all leads and lifts and direction of Engineer in Charge.

Providing and laying 900 mm ( Six hundred millimetre ) reinforced cement concrete pipe NP-3 for culverts in first class bedding of granular material in single row if fixing collar with cement mortar 1:2 One cement :Two Mortar) but including excavation protection work back filling concrete and masonary work in heas walls and parapets clause 1108 in all heights/depth a technical specification 1108 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 abutment,wing wall and return wall with 100mm ( One Hundred milimetres ) dia PVC pipe extending through the full width of structure with slope of 1:20 ( One vertical twenty horizontal ) towords drawing face complete as per drawing and technical specification clause 614.709,1204.3.7 including carriage of materials with all leads and lifts as per direction of Engineer in Charge.

Back filling with granular material behind abutment, wing wall & return wall complete as per drawing & technical specification clause 1204.3 in all leads and lifts and carriage of material by all modes of transportation as per the direction of Engineer- in-Chrage .

Construction of embankment with approved material obtained from borrow pits with all lifts andleads,transporting to site, spreading,grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with all leads and lifts as per Technical Specification Clause 301.5 as per direction of Engineer -in- Charge.

Arun Thakur