Construction of Jetty and Public Rain Shelter (Yatri Bishramgara) at Subarnapur Village under Rajnagar Block of Kendrapada District

Dismantling stone pitching/ dry stone spalls including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres or as directed by the Engineer-in-Charge.

Setting up the piling gantry and connected equipment over each pile location, including cost of shifting, cost of all materials for (750 mm Dia Pile) piling gantry, labour, Labour cess & T& P required setting up the rig to alignment and correct dimensions as shown in the drawing and as directed by the Engineer-in-Charge.(Main Jetty)

Positioning and setting upon and/or shifting and setting up piling equipments required for piling work at each piling location, including all labour, labour cess, materials, fuel, tools & equipments etc.required to complete in all respect as per direction of Engineer-in-Charge

Supplying and providing Z-TYPE SHEET PILE from Ground level to the required depth (asshown in the drawing) including transporting, driving of Z-Type steel sheet pile of weight 87.5k Kg/m, with all labour, materials, tools, equipments, fuel etc.,required to complete the work in all respect as per direction of Engineer-in-Charge

Supplying and fabricating M.S.liners confirming to IS specifications (Brand- SAIL) of 6mm thick plate for required length with M.S. shoes of required height using 6mm thick M.S. plates for bored vertical pile measured from cut off level of pile to the terminating level including supplying, cutting, rolling, bending, handling and welding cost, labours, Labour cess, materials, accessories,all taxes, hire and running charges of all machineries, royality, labour, material, T&P, conveyance charges, Port entry fees etc. all complete as per drawings and specification as directed by Engineer-In-charge.(Main Jetty, Retaining Wall, Parking shed) Note:- The stiffener shall be measured under this item.In case the soil strata found to be not good in the founding level of the liner, extra depth may be provided as per site condition.

Boring through all types of soils, boulders, hard starta and rocks etc.. for 750mm Dia vertical bored piles from the existing ground level to the founding level of the piles, including bailing, flushing the bore with bentonite slurry as per required density, chiselling, shifting of materials labour, Labour cess & T& P etc. required to complete the work as directed by the Engineer-In-charge.(Main Jetty) Note:-i) In case the soil stratum at the founding level is loose the Engineer or his representative may direct the contractor to carryout additional length of boring and payment shall be made accordingly. ii) The sample of bored materials of regular interval shall be collected and produced for the verification of the Engineer or his representative at no extra cost . in case any test reqiured by engineer in-charge, bored the samples so collected shall be referred to an authorized laboratory / agency identified by the Engineer , cost for testing shall be included in the quoted rate. engineer in-charge decision regarding founding level is final.`no claims in this regards are entertained. iii) Boring through all type of soil strata means soft soil, weathered rock, cemented sand, boulders and hard rock etc., iv) The boring in all type of soil measurement will be made on the basis of depth of boring from encountered soft soil level to founding/pile termination level. v) All the boring depths shall be jointly measured actually at site and Engineer in-charge decision is final.

Providing and laying reinforced cement concrete in concrete mix M40 for Cast in situ Pile using tremmie method up to cut off level excluding cost of steel reinforcements in position as per approved drawing and as directed by the Engineer-In-Charge including mixing, laying, consolidating, curing, slings, shackles, supply of all labour,Labour cess material, transportation cost, hire and running charges of all machineries to complete the work as directed by the Engineer-In-Charge.(Main Jetty)

Providing and laying reinforced cement concrete in concrete mix M40 for Cast insitu Pile cap including centering & shuttering but excluding cost of steel reinforcements in position as per approved drawing and as directed by the Engineer-In-Charge including mixing, laying, consolidating, curing,slings, shackles, supply of all labour,Labour cess, material, transportation cost, hire and running charges of all machineries etc., complete as directed by the Engineer-In-Charge.(Main Jetty-Below High Tide level)

Providing and laying reinforced cement concrete in concrete mix M40 for Cast insitu Column including centering & shuttering but excluding cost of steel reinforcements in position as per approved drawing and as directed by the Engineer-In-Charge including mixing, laying, consolidating, curing,slings, shackles, supply of all labour,Labour cess, material, transportation cost, hire and running charges of all machineries etc., complete as directed by the Engineer-In-Charge.(Main Jetty-Below High Tide level)

Providing and laying reinforced cement concrete in concrete mix M40 for Cast insitu Beam excluding cost of steel reinforcements in position as per approved drawing and as directed by the Engineer-In-Charge including mixing, laying, consolidating, curing,slings, shackles, supply of all labour,Labour cess, material, transportation cost, hire and running charges of all machineries etc., complete as directed by the Engineer-In-Charge.(Main Jetty-Below High Tide level)