R/R Damages to Bhojnagar Chakki Mour road in km 0/00 to 14/00

Hiring of Poclain with breaker (140 HP) for excavation/cutting removal of dbris & dressing of ground as per desired level, clearing the entire debris generated during the excavation work including all leads and lift with a maximum bukect capacity of 1 cum capacity of 45.00 per hour minimum six hour per day including pay of operator, POL charges maintenance of any minor or major accidental and other damages to private and Govt. property is the whole responsibility of the contractor. the work shall be excuted as per the direction of Engineer in Charge including carriage of all labour, equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.

Hiring of excavator cum loader for excavation, removal of slips, removal of debris & dressing of berms with a minimum capacity of 28.00 cum per hour minimum six hour per day including pay of operatore, POL charges, maintenance or any minor or major accidents and other damages to private and Govt. property is the whole responsibilityu of the contractor. The work shall be executed as per the MORTH specification and the direction of Engineer-in-carge.

Hiring of tipper which shall include all expenses on a/c establishment, POL, repair, and other overhead charges etc. The tipper has to perform not less than as prescribed in the norms of HPPWD and as per directions of Engineer-in-charge including carriage of all labour equipment and materials to various locations through all modes of transporation in all leads and lifts and all incidentakl charges.

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 Concrete nominal mix 1:6:12 (one cement isto six sand isto twelve graded stone aggregate 40mm (fourty milimeters) nominal size) Mechanically mixed, vibrated and curing complete in open foundations and plinths 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 incidental charges.

Providing and laying concrete for P.C.C. grade M-10 (ten) nominal mix 1:3:6 (one cement isto three sand isto six graded stone aggregate 40mm (forty milimeters) nominal size) mechanically mixed, vibrated, curing complete and including cost of form work in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 (eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) as per MORD specifications 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 of boulder apron laid in wire crates with 4 mm(four milimeter) dia GI wire conforming to IS:280 (two hudred eighty) and IS:4826 (four thousand eight hundred twenty six) in 100 mm x 100 mm(one hundred into one hundred milimeter) mesh (woven diagonally) including 10(ten) per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five kilogramme) each as per drawing and technical specifications Clause 1301,(one thousand three hundred one) including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100 mm dia meter PVC pipe extending through the full width of the structure with slope of 1 (v) : 20 (h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7. Including carriage of all labour equipment and materials to various location through all modes of transporsation 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.