E Tender for Construction of IT Office Building, Ground floor plus 3 Floors plus Terrace, including Civil Construction, HVAC, Electrical HTLT, Elevator, IBMS, Fire Protection, Plumbing, Structural Facade, Landscaping, STP, WTP at Nagapattinam

Civil Works

Pile Works

Providing and constructing cast in situ hydraulic bored piles of specified diameter in M30 grade concrete using blended cement - slag cement (SRC) with minimum cement content of 400kg/m³ in accordance with the structural engineers drawings and directions, but exculding reinforcement including cost of mobalization of all necessary plants, equipment's like piling rigs, temporary casing of appropriate length for setting out cardinal points and the removal of the same, boring in overburden, using bentonite mud circulation technique or any other method duly through all strata upto the foundation level of piles etc., complete all as approved by the departmental engineer. Further include dewatering, placing concrete by tremie pipe method, disposal of bored material outside the site. Including Chipping carefully cut off portion of piles as required without any damage to the piles and dressing the top and removing all the debris away from the site with out any extra cost as directed including the cost of all tools, plants, conveyance, all labour, lead and lift required etc .,Conducting standard penetration test to identify the refusal strata for atleast 1 pile in group and atleast 25% of piles, comparing with refusal strata as indentified in soil report and providing socketting into refusal strata by 1.00mt or into hard rock by 100% dia of the pile. (Length of pile for payment shall be measured up to bottom of pile cap).

Boring or chiselling through any obstacles, boulders, weathered rock, etc. Upto founding level of piles for seating resting or socketting of files. The rate quoted shall include demobilising the site with all plants, equipment, piling rigs, necessary personnel brought for piling work, including removal and transportation of debrise away as directed, cleaning and reinstating site to original condition as acceptable by the Architect on completion of piling work.

750 DIA

600 DIA

300 DIA

Carrying out initial working pile load test on specified dia piles as specified in IS:2911 (Part 4). Includes all plant, equipment, machinery, instruments, measuring devices, platforms and kentledge pile caps etc., dismantling and carting away entire setup, excavation and dewatering etc., all complete.

750 mm dia - Safe vertical load capacity -95 MT - (for 35RM)

600 mm dia - Safe vertical load capacity -95 MT - (for 35RM)