Construction of link road from Sainwala Jhamiria Bogria Jamanwala Charuwala Kotla Km. 0/0 to 11/500 ( Under Nabard RIDF-XXX)

Excavation in earth work in hilly area all heights & depths, in all kind of soil including saturated soil comprising of mixed soi, 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 chiselling & 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 drawing or as directed by the Engineer-in-Charge , in conformity with the requirement of technicalspecification for Rural Road, August, 2004 and clause 16.2 of General Conditions for Contract to achieve designed formation width including hauling & stacking of materials useful for construction at suitable sites & safe disposal of unsuitable cut materials in specified manner 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 leads and lifts. The recovery for stones, whether useful or not for 2418.59 Cubic metres @ Rs. 300 /- ( Rupees Three hundred seventy ) only per Cubic metre shall be effected on prorata basis in all circumstances. Any loss to the public & private property during the course of excavation shall be absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.

Earth work in excavation for structure in all depths as per MORD 2014, drawing & technical specification for Rural Road August 2004 clause 305.1,1603.4 including setting out, construction of shoring & bracing, removal of stumps & other deleteruious materials & disposal in all leads & lifts including dressing of sides & bottom & 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 pollation etc. and to protect stability of hill side rock shall be excavated with chiselling 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 drawing or as directed by the Engineer-in-Charge hauling & stacking of materials useful for construction at suitable sites & safe disposal of unsuitable cut materials in specified manner tramming filling of unevenness blindage & 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 sping 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 whole responisibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Providing & laying cement concrete for Mechanically mixed & Vibrated 1 : 6 : 12 ( One cement : six sand : twelve graded crushed stone aggregate 40 mm ( forty milimetre ) nominal size ) for plain/ reinforced concrete work in open foundation complete as per MORD 2014, drawing & technical specification clauses 802, 803, 1202 & 1203 including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Providing & laying cement concrete Mechanically mixed & Vibrated 1 : 4 : 8 ( One cement : four sand : eight graded crushed stone aggregate 25 mm ( twenty five milimetre ) nominal size ) for plain/ reinforced concrete work in open foundation complete as per MORD 2014, drawing & technical specification clauses 802, 803, 1202 & 1203 including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Providing & laying cement concrete Mechanically mixed & Vibrated 1 : 3 : 6 ( One cement : three sand : six graded crushed stone aggregate 40 mm ( forty milimetre ) Grade-M10 ( Mix design Grade-ten ) nominal size ) for plain/ reinforced concrete work in open foundation , Sub-structure complete as per drawing MORD 2014, & technical specification clauses 802, 804, 805, 806, 807, 1202 , 1203 & 1206 including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Providing & laying cement concrete Mechanically mixed & Vibrated 1 : 2.5 : 5 ( One cement : two point five sand : five graded crushed stone aggregate 40 mm ( forty milimetre ) Grade-M15 ( Mix design Grade-fifteen ) nominal size ) for plain/ reinforced concrete work in open foundation , Sub-structure complete as per drawing MORD 2014, & technical specification clauses 802, 804, 805, 806, 807, 1202 , 1203 & 1206 including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Providing & laying cement concrete Mechanically mixed & Vibrated Plain cement concrete Grade-M- 20 ( Mix design twenty ) 1 : 2 : 4 ( One cement : two sand : four graded crushed stone aggregate 20 mm ( twenty milimetre ) nominal size ) for plain/ reinforced concrete work in Sub-structure complete as per MORD 2014, drawing & technical specification clauses 802, 804, 805, 806, 807, 808,1202 & 1206 upto all height including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Providing & laying reinforced cement concrete Mechanically mixed & Vibrated in super-structure as per MORD 2014, drawing & technical specification clauses 800, 1204.1 & 1404.4.1 reinforcement cement concrete M-25 grade ( design mix twenty five ) 1 : 1.5 : 3 ( One cement : one & half sand : three graded crushed stone aggregate 20 mm ( twenty milimetre ) nominal size ) in all height & depth, including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Providing & laying reinforced cement concrete Mechanically mixed & Vibrated in super-structure as per MORD 2014, drawing & technical specification clauses 800, 1204.1 & 1404.4.1 reinforcement cement concrete M-30 grade ( design mix thirty ) 1 : 1.5 : 3 ( One cement : one & half sand : three graded crushed stone aggregate 20 mm ( twenty milimetre ) nominal size ) in all height & depth, including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Supplying, fitting & placing HYSD bar reinforcement in Super structure complete as per MORD 2014, drawing & technical Specifications , clause 2011.3, 1006 & 1202 including cost of binding wire including carriage of materials within all leads, lifts & other incidential charges & as per directionof Engineer-in-Charge.