Construction of road from Village Kummi to Harijan Basti to Khandla Rajgarh Gadhrour Kummi road Km. 0/0 to 5/0

Amount

Excavation in soil in hilly area all heights and depths, in all kind of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever required setting out to the required line grades, side slopes trimming bottom and level as shown on the drawings as directed by Engineer-in-Charge at site according to technical specifications clause 1603.1 & 1603.2 sorting out useful/ unuseful materials and stacking the same in all leads and lift and transportation of un-useful materials for filling in road ways, embankments for grades improvements and levelling to the required grade and then disposing of surplus excavated earth in acquired width of roads or on approved dumping sites through all modes of transportation including head load, animal load or mechanical means along with its levelling fine dressing and all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by all means ( if required). Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all respect including all leads and lift of materials or as per direction of Engineer-in-Charge.

Earth work in excavation for structures in all depths as per drawing and technical specification for rural roads 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 filling of unevenness blind age and finishing of the road to specified dimension or as directed by the Enginer-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 own cost in all cases.

Providing and laying concrete mechanically mixed and vibrated 1:4:8 (one cement: four sand: eight graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material with in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated 1:2:4 (one cement: two sand: four graded, crushed stone aggregate 20mm (twenty millimetre) nominal size for reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 and curing complete including the cost of form work and carriage of material with in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 including the cost of binding wire and carriage of material with in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and Laying flooring rubble stone laid over Cement concrete bedding complete as per Drawing and Technical Specification Clause-1303 in Cement Mortar 1: 3( one cement : three sand) including curing complete and carriage of material with in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Coursed rubble stone masonary (Second sort) in cement mortar 1:4 (one cement : four sand) for sub-structure complete as per drawing and technical specification clause 702, 704, 1202 & 1204 including curing and carriage of materials with in all leads and lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specifications 1204.3.8 complete including carriage of material with in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of R.C.C. railing of M 25 (Twenty five) grade in cast-in-situ with 20 mm (twenty millimetre) nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm (Two thousand millimetre) as per drawing and technical specifications Clauses 800, 900 and 1208.3 complete including carriage of material with in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

YOGINDER PAL

HEM RAJ