C.O of link road Labana Sadana to Village Molgi in G.P. Labana Sadana 15.20 Km. 0.000 to 1.475

Amount

Excavation in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard 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 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, in conformity with the requirement of technical specification clause 1603.1 & 1603.2 to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal and dumping to be arranged by the contractor of unsuitable cut materials in specified manner , trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. The recovery for useful stones, for 625.02 cum. (six hundred twenty five point zero two cubic meter) @ Rupees 170/= only (Rupees one hundred seventy only) per cubic metre shall be effected on pro rata basis in all circumstances. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.

Excavation in Hilly area in soil by manual means. Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 metre and a lead upto 20 meters as per drawing and Tehnical specification clause 1603.1 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.

Excavation for Structures Earth work in excavation for foundation of structures upto 3 metre depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.including carriage of material within all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone 40mm agregate nominal size) and curing complete in open foundation as per drawing & Technical specification clauses 802, 803, 1202 & 1203 including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-charge.

Stone masonry in cement mortar in foundation complete as per drawing & technical specification clause 702,704,1202 1:5 (2nd sort) including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-charge.

Stone masonry in cement mortar in foundation complete as per drawing & technical specification clause 702,704,1202 and 1203 with randum rubble masonry in cement motor 1:6 (one cement : six sand) including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-charge.

Providing and laying mechnanically mixed and viabrated cement concrete 1:5:10 (one cement: five sand: ten graded stone aggragete 40mm nominal size) with and curing complete including the cost of form work for plain/reinforced concrete in retaining walls, breast walls, the size of plum should be 150 to 300 mm. as per drawing and HPPWd techncial specification including hauling of material in all leads and lifts as per the entire satisfaction and direction of the 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.

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 parapets 900mm 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.

providing and laying floring laid over cement concrete bedding complete as per drawing and technical specification s clause 1303 rubble stone laid in cement mortar 1:3 (one cement : 3 sand) 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.

Backfiling/Filter media with granular material behind retaining wall/breast wall as per specification 1204.3.8 in a width of 600mm 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.

Providing and laying concrete 1:4:8 curing complete including the cost of form for plain/reinforced conrete in retaining walls, breast walls, as per drawing and HPPWD technical specifications. 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.

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 100mm 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.

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in all kind of soil such as ordinary soil, ordinary rock and hard rock including blasting (if required) to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per technical Specification Clause 307 by manual means/machanically means including carriage of material within all leads and lifts and as per HP.PWD., specification of 1990 volume-I and as per direction of Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4mm dia G.I. wire conforming to IS:280 and IS: 4826 in 100mmx100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing and technical specifications Clause 1301 including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

NARAYAN SINGH