C.O Rangori Khanash Khalti 1 Ward No. 7 road Km. 0.000 to 3.000

Amount

Excavation in Hill area by manual/mechanical means:- Excavation in soil in hill areas all heights and depth in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hardd rock all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiselling and wedging out rock( where blasting is prohibited) including cutting and trimming of side slopes and disposing of excavated earth with a lift upto all heights and all leads as directed by the Engineer-in-Charge, in conformately with the requirement of technical specification of rural roads clause 1603.1 all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases.

Earth work in excavation for structure in all depth as per drawing and technical specification Clause 305-1 including setting out, construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto all lead dressisng of sides and bottom and back filling in trenches with excavated suitable material in ordinary soil upto all depth. as directed by the Engineer-in-charge.all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases.

Random rubble stone masonry in cement mortar 1:6 (1 cement : 6 sand) for in foundation & super structure complete like retaing wall, breast walls, wing walls and similar works etc. in all heights complete as per drawing and technical specificatino for rural roads under clauses 702, 704, 1202 & 1203 including hauling of material in all leads and fifts as per the entire satisfaction and direction of Engineer-in-charge.

Construction of dry rubble masonary for retaining walls, breast walls, revetment walls and papapets etc. for substructure and supestructure complete as per drawings and technical specifications clause 704.6 & 1302.5 including hauling of mateial in all leads and lifts as per the entire satisfaction ad direction of the Engineer-in-charge.

Square rubble stone masonry work in cement mortar in foundation complete as per drawing and technical specification clauses 702, 704, 1202 & 1204 with square rubble masonry in cement mortar 1:6 (2nd sort) as per drawings and technical specification including carriage of material within all leads and lifts and other incidentals and as per direction of Engineer-in-charge.

Providing and laying reinforced cement concrete pipe NP2 for culvert on first class bedding of granular material in sigle row invluding fixing color with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets900mm dia including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

P/L in position ceemnt concrete of specified grade in cluding the cost of centering and shuttering 1:3:6 (1 cement :3 coarse sand) :6 graded stone aggregate 40mm nominal size) including carriage of material within all leads and lifts and as per HPPWD specification of 1990 volume-I and as per direction of Engineer-in-charge.

Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 wutg grabykar nateruak including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Providing weep holes in brick masonry/stone masonry/plin reinforced concrete abutment, wing wall, return wall with 100mm dia PVC Pipe extending thourgh the full width of the structure with stop of 1 (V) 20 (H) toward drawing face complete as per drawing face complete as per drawing and technical specification s clauses 614, 709, 1204.3.7 including haulage of material with in all leads and lifts and as per direction of Engineer-in-charge.

Construciton of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and beads, transprtiong to site, spreading, grading to rquired slope and compacted to meet requirement of table 300.2 with lead upto 100m as per technical specificaiton clause 305.1 including carriage of material within all leads and lifts and as per HPPWD specification of 1990 volume-I and as per direction of Engineer-in-charge.

stone soling properly hand packed filling intertices with kharanja stone and consolidationg with power road roller to the requested gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. compete as per HPPWD specification 150mm spread thickness (finished work incuding materials and labour) including carriage of material within all leads and lifts and as per HPPWD specification of 1990 volume-I and as per direction of Engineer-in-charge.

NARAYAN SINGH