C O Ambulance road Kandol to Salga Nalag Mali Oassi and Gunai G P Patta Nali

Amount

Earthwork in excavation for all type of road structures such as retaining wall, breast wall and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) as per drawing and technical specification true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site (to be arranged by the contractor) including trimming, dressing of sides and bottom, filling of unevenness blindages, backfilling in trenches with excavated suitable material and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Providing and laying plain Cement concretre in 1:4:8 (one cement isto four sand isto eight graded crushed hard stone aggregate 40 (forty) millimeter nominal size) mechanically mixed, vibrated and curing complete in open foundation and plinth for all type of structure including the cost of form work as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.

Providing and laying Plain Cement Concrete nominal mix 1:6:12 (one cement isto six sand isto twelve graded stone aggregate 40mm (fourty milimeters) nominal size) Mechanically mixed and vibrated and curing complete in open foundations and plinths for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidental charges.

Coursed rubble stone masonry in cement mortar 1:6 ( one cement isto six sand) for substructure in R/Wall / Breast wall complete as per drawing & MORD technical specification Clauses 702, 704, 1202 and 1204 ( seven zero two, seven zero four, one two zero two and one two zero four ) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Random rubble stone masonry in cement mortar 1:6 ( one cement isto six sand) for substructure in R/Wall / Breast wall complete as per drawing & MORD technical specification Clauses 702, 704, 1202 and 1204 ( seven zero two, seven zero four, one two zero two and one two zero four ) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Providing and laying flooring laid over cement concrete bedding complete as per drawings and MORD technical specification clause 1204.3.8 (one thousand two hundred four point three point eight) , including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

Backfilling of Granular material behind abutment, wing wall and return wall, breast walls, retaining walls and parapets up to all heights, depths and levels complete as per drawings and MORD technical specification clause 1204.3.8 (one thousand two hundred four point three point eight) , including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation protection work, back filling concrete and masonry work in head walls and parapets clause 1108

VINOD KASHYAP

LALIT VERMA

Inder Singh Thakur