Piling work for the project of Provision of Administrative and Logistic Infrastructure under Wp-07 and Wp-5b

Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-40 (Minimum cement content -as per design mix ) of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note:(i)Truck Mounted rotary/TMR/Tube well boring machine shall not be used. (ii) Piles are to be founded with a socketting legth of 2D into the appropriate strata Note: Design Mix approval shall be obtained by EPI. However RMC supply scope is with bidder. Thesource of RMC is as follows: 1) Ultratech RMC atchuthapuram 2) Sravani RMC , Atchuthapuram , base rate for M-40 is Rs . 7200.00 3) trimme pile is under bidder scope 4) the wastage of concrete shall not be separately 5) Breakig first 1.2 m depth / depth specified by DGNP is under the scope of the bidder.

450mmdia piles

600 mm dia piles

800mm dia pile

900mm dia pile ( rate only item)

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Architect Single pile above 50 tonne and upto 100 tonne Safe capacity

Initial test (Test Load 2.5 times the Safe capacity) ( Capacity of 450mm dia pile - 60T )

Initial test (Test Load 2.5 times the Safe capacity) ( Capacity of 600mm dia pile - 90T )

Routine test (Test Load 1.5 times the Safe capacity) ( Capacity of 800mm dia pile - 120 T)

Erection and Driving of 6mm / 8mm thick liner maximum upto 8.00m depth for any dia unsign rigs, cranes and including all tool and tackles

labour charge for Fabrication, cutting , pending laying , making the pile reinforcement gauge and erection reinforcement gauge inclduing cover block , tie bars, binding wire etc ( exluding cost of reinforcement Steel ) Unit of measurement in kgs

SVS PROJECTS