C/O link road from village Sangna to Govt. Sen. Sec. School Sangna Satahan km. 0/00 to 4/00 (SH C/O Retaining wall in PCC at RD. 0/00 to 0/015,0/160 to 0/180 and B/wall at RD. 0/160 to 0/180) MNP

Amount

Excavation in soil in hilly area in all depths using all means as per drawing and technical specification ministry of Rural Development for rural roads August 2004 (Two thousands four) clause 305.1 (three hundred five point one) including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and bottom and back filling in trenches with excavated suitable materials and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places in specified manner, systematically with level consideration to avoiding adverse effects on environment, trimming filling of unevenness blind age and finishing of the road to specified dimension or as directed by the Engineer-in-charge. any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Earth work in excavation for structures in all depths as per drawing and Technical specification of Ministry of Rural Development for rural roads August 2004 (Two thousand four) C-305-1(Clause-three hundred five point one) including setting out construction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and bottom and back filling in tranches with excavated suitable materials all work of rock cutting by blasting shall be carried out by taking all necessary precaution against soil erosion damages to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited) all earth work in cutting. excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge.

Providing and laying plain cement concrete 1:4:8 (One cement is to four sand is to eight graded hard crushed stone aggregate nominal mix) mechanically mixed and vibrated in foundation or similar works complete works complete as per drawings and technical specification of ministry of rural Development for rural road August 2004(Two thousand four) 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 drawings and technical specification of ministry or rural development for rural road and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire specifications as per direction of Engineer- in-Charge.

Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specifications clause 1204.3.8 (One thousand two hundred four point three point eight) Granular material including all leads, lifts and carriage of materials as per HP.PWD specification including hauling of material in all leads, lifts as per the entire specification and direction of Engineer-in-charge.

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutments wing wall return wall with 100mm dia PVC pipe extending through the full width of the structure with slopes of 1(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 .as per HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts as per entire satisfaction of Engineer in charge.

Suresh Kumar