Strengthen AND Widening of Sainj Chopal Nerwa Feduj Road km. 0/00 to 90/00 (SH km. 40/00 to 45/00).

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 cutting/excavation earth work including in 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 for Rural Road, August, 2004 and clause 16.2 of General Conditions 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 in specified manner i eni cum including arrangement of dumping site, trimming, filling of unevenness, blind age and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding including all lead and lifts The recovery for stones, whether useful or not for 6178.17 Cubic Meter) at the rate Rupee 300/= only(Three Hundred Rupees Only) per cubic meter 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.

Earth work in excavation for structures in all depths as per drawing and technical specification for rural roads August 2004 clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. 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 hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner treaming filling of unevenness blind age and finishing of the road to specified dimension or as directed by the Engineer-in- Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. 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 on cost in all cases.

Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803. 1202 and 1203 P.C.C nominal mix 1:4:8 ( 25 mm aggregates) ( twenty five millimetre ) curing complete including the cost of form work and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete Mechanically mixed and vibrated P.C.C. M-10 nominal mix 1:3:6 (one cement : three sand: six graded stone aggregate 20 mm (twenty millimeter) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification for rural roads August 2004 clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and hauling of materials in all leads and lifts as per the entire satisfaction and direction of 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 P.C.C nominal mix 1:6:12 (40 mm aggregates) ( forty millimetre )curing complete including the cost of form work and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying plain cement concrete mechanically mixed and vibrated PCC M-15 nominal mix 1.2.5.5 (one cement: two and half sand: five graded hard stone aggregate 20 mm. (twenty millimeter) nominal size for plain concrete in foundations and plinths or similar works complete as per drawings and technical specification for rural roads August 2004 clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and hauling of in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge

Providing and laying RCC M20 reinforced cement concrete in open foundation complete as per drawing and Technician Specification clause800,1205.4 and 1205.5 and curing complete including the cost of form work and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying RCC M25 reinforced cement concrete in open foundation complete as per drawing and Technician Specification clause800,1205.4 and 1205.5 and curing complete including the cost of form work and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Supplying fittig and placing HYSD bar (Fe415 ) reinforced in Sub Structure as per drawing and technical specification clause 1002,1002,1005, 1010 & 1202 .including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in Table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.