C 0 KhadralaKhangtri road km 0.0 to 3.500

Amount

Excavation in earth work in hilly area in all heights and depths in all kinds of soil including saturated soil comprising of mixed soil, ordinary 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 soil stability of hill side rock shall be excavated with chiseling and wedging our rock (where blasting is prohibited).All earth work in cutting/excavation including rock excavation shall be carried out true to ine,grades,slops,width,camber,super elevation and level as shown on the drawing as per direction of Engineer in Charge in conformity with the requirement of technical specification for rural roads august 2004 clause 16.2 of general conditions of contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and stage, disposal of unsuitable cut material in specificied manner, trimmingfilling of unevenness blindage and finishing of the road to specified diamensions or as directed by Engineer in charge for smooth riding.The recovery of useful stones shall be made from the contractor and recoveyr 697.90 cubic meter useful stones shall be made @300/-per cubic meter on prorata basis in each running bill. Any loss to the public and private property during the course of excavation shall be resorted by the contractor what so ever the nature of the same may be.The servicable material will be stacked out specified /dimension in all leads and lifts as per the direction of Engineer in Charge.

Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with in all leads and lifts as per drawing and Techical Specification Clause 1603.1 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. in ordinaryrocks up to 3 mtr depth within all leads an d lifts as per directions of Engineer in charge

Providing and laying cement concrete 1:6:12 (one cement six sand twelve graded stone aggregate 40mm nom inal size for plain/reinforced concrete in open foundation complete as per drawing and technical sp[ecification cause 802,803,1202 and 1203 including carrige of materials within all leads and lifts as per directions of Engineder in charge

Providing and laying mechanical mixed and vibrated cement concrete for plain/ reinforced concrete in open foundation for all type of structure complete of plain cement concrete nominal mix 1:4:8 (One cement: four sand : eight graded crushed stone aggregate)25 mm specification clauses 802,803,1202 and 1203 as per direction of Engineer-in-Charge including carriage of material through all modes of transportion with in all leads and lifts and other incidentials.

stone masonry in cement mortor for sub structure complete as per drawing and technical specification clause 702,704,1202,1204 2nd short in cement mortor 1:4 within all leads and lifts as per directions of Engineer in charge

stone masonry in cement mortor for structure the retaning wall /breast wall wing wall abutment and simlar work complete as per drawing and technical specifcation clause 702,704 120,1204 Random rubble masonry in cement mortar 1:6 within all leads and lifts ass per directions of Engineer in charge

Construction of dry rubble masonry for retaining walls breast wall revemtment walls and parapets etc for sub structre complete as per drawing and technical specification clause 704.6 and 1305.within all leads and lifts as per direction of Engineer in charge

Back filling behind abutment ,wng wall return wall complete as per drawing and technical specification within all leads and lifts as per directions of Engineer in charge

Providing and laying reinforcement cement concrete NP2 for culvert on first class bedding granular materials in single row including fixing collar wioth cement mortar 1:2 but excluding excavation protection work back filling concrete and masonry work in head walls and parpar etc 900mm dia within all leads asnd lifts as per directions of Engineer in charge

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification

RANJEET SINGH