Directorate Of Ports And Inland Water Transport Tender

KANINALI- MAIN JETTY - Setting up the piling gantry and connected equipment over each pile location, including cost of shifting, cost of all materials for (1000mm Dia Pile) piling gantry, labour, setting up the rig to alignment and correct dimensions as shown in the drawing and as directed by the Engineer-in-Charge.

Providing and fabricating M.S.liners confirming to IS specifications of SAIL of specified thickness for required length with M.S. shoes of 1.0m height using 8mm 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, 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. 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 1000mm Dia vertical bored piles from the existing ground level 0 mCD to the founding level(-)32.0m CD of the piles, including bailing, flushing the bore bentonite with required density, chiselling, shifting of materials etc.. complete as per directed by the Engineer-In-charge. 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.