Construction of Khajuri Patni Neda road Km 0/0 to 3/00.

Excavation in earthwork in hilly area all heights and depths, in all kind of soils 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 of Ministry of Rural Development for Rural Roads August, 2004 (Two Thousand Four),and clause 16.2 (Sixteen point two) of Genral condition for Contract to achieve designed formation width including hauling and stacking of material 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 due consideration to avoiding adverse effects on environment, trimming, filling of unevenness, blind age and finishing of the road to specified dimensions to the entire satisfaction as directed by the Engineer-in charge for smooth riding. The recovery for stones, whether useful or not, for 132.33 cubic metre(One hundred point thirty three cubic metre ) in all cases at the rate of Rupees 300/- only (Rupees Three hundred only) per cubic meter shall be effected on prorate basis.. 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.

Earth work in excavation for structure as per drawing and technical specification clause 305.1 I/c setting out ,construction of shoring and bracing removal of stums and other deletarious materials and disposal upto a lead of 50 metre, dressing of sides and bottom and back filling in tranches with excavated suitable material.including carriage of material in all leads and lifts as per the direction of the Engineer- In- Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clauses 802,803,1202 and 1203.PCC 1:4:8(One cement: Four Sand: Eight graded stone aggregate)40mm nominal size including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2.5:5 (1 cement : 2.5 coarse 5sand): graded stone aggregate 20 mm nominal size) including carriage of material in all leads and lifts as per the direction of the Engineer- In- Charge.

Providing and laying reinforcement cement concrete pipe NP-2 for culverts on first class bending of granular materials in signal rough including fling collars with cement motar 1:2 but excluding excavation protection work back filling concrete and masonary work in head walls and parapets clause 1108 C-900mm dia including carriage of material in all leads and lifts as per the direction of the Engineer- In- Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 in P.C.C. Grade M 10 ( nominal mix 1 : 3 : 6 )including carriage of material in all leads and lifts as per the direction of the Engineer- In- Charge.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures 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 material in all leads and lifts as per the direction of the Engineer- In- Charge.

Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8.including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet the requirement of Table 300.2 with lead up to 1000 as per technical specification Clause 303.1including carriage of material in all leads and lifts as per the direction of the Engineer- In- Charge.

Providing Laying,spreading and compacting stone aggregate of specific sizes to water bound macadam specifcation including spreading in uniform thickness, hand packing rolling with 3-wheeled static roller 8-10 tonnes in stages to proper grade and camber applying and brooming crushable screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per techical specification clause 405 . W B M Grade-II 63 mm to 45 mm size.including carriage of material in all leads and lifts as per the direction of the Engineer- In- Charge.