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  As per CTCSr. NoJOB NOName of WorkEP -FB-14AchiveableSurplus/Shortfall131913CF180629508965228-9097722  Reason For Short fall (if negative)1) Lo- drill machine recived at site on 5th Feb 2014. Due to this Pilling work start late. This delay Schdule of pilling Work.2) There is no smooth cash flow at site. D.M. Like HSD , Binding wire , Steel Bar are purchase through cash. It result effect the initiate of site. . This affect the site Progress.3) There was no font available at the starting Phase. Sand Bag Shoring (203630 Bag), Levelling & excavation activities done for preparation of site.  Remarks/ Support Required Client Support: 1)2)3)4) HO Support: 2)3)1) There is smooth cash flow at site as no credit purcase is available at Lucknow. To run site without any hindrance, there will be smooth cash flow available at site.  Short Fall In Progress as As Per Ep and Proposed ac STUP Consultants Pvt. Ltd. Shore Pilling Works for the Proposed Five Star Hotel at LucknowChartered Item No.Description of ItemQuantity SHORE PILLING WORKS BILL OF QUANTITIES SHORE PILLING WORKS 1.0 Mobilisation of all Plant & equipment for shore pilling work with  all necessary shifting within the site and demobilisation of the same after completion of work clearing the area. Surface preparation for rig movement, removal and disposal out of site of any earth hard layer laid for rig movement / slush/ bentonite slurry etc. including layout & marking of pile locations/ centre line at site all complete as directed by the enginner. No additional mobilisation charges shall be paid for additional rigs mobilised at site if required to meet the schdule. 1.1For Shore Pilling Works using hydraulic Rotary Rigs conventionaln rig depending upon the site suitability.12 Boring of RCC bored cast-in situ shore piles using hydraulic Rotary Rigs/conventional rigs in all types of soil strata as per IS :2911(Part-1/Sec-2) 3 Boring(including empty boring) using temporary casing/ bentonite in all types of soils/ slush/ soft or weathered rock/breccia/ boulders/hard rock etc. (from existing ground level to founding strata)2.1.1For Shore piles of 1200mm dia. 7423.0Designing providing and laying in postion ready mixed cement concrete manufactured in fully automatic batching plantand transferred to site of 3.1 For Shore/contiguous Piles of 600mm dia. 8404.0 Excavaions -  Earthwork in excavatin by grabbing, to required level in both 4.1In all types of ordinary and hard soils- These shall include all kinds of soils containing kankar, sand, silt, murrum and/or shingle, gravel, clay, loam, peat, ash, shale etc. Rate shall include for excavating selected top soil and storing it in plot area for its reuse as directed by the enginner.4.1.1Upto 3 mtr from existing ground level505
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