Engineering Projects India Limited - Andhra Pradesh
40191303 tender for “piling work for the project provision of administrative and logistic infrastructure under wp 07 and wp 5b at naval station rambilli visakhapatnam – package 01”; 1 boring, providing and installation bored cast in situ reinforced cementconcrete piles of garde m 40 ( minimum cement content as per design mix ) of specified diameter and length below pilecap, 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 allcomplete, 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 shallnot 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 atchuthapuram2 ) sravani rmc , atchuthapuram , base rate for m 40 is rs . 7200.003 ) trimme pile is under bidder scope4 ) the wastage of concrete shall not be separately5 ) breakig first 1.2 m depth / depth specified by dgnpis under the scope of the bidder. 2 450mmdia piles 3 600 mm dia piles 4 800mm dia pile 5 900mm dia pile ( rate only item ) 6 vertical load testing of piles in accordance with is 2911 ( part iv ) includinginstallation 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 architectsingle pile above 50 tonne and upto 100 tonne safe capacity 7 initial test ( test load 2.5 times the safe capacity ) ( capacity of 450mm dia pile 60t ) 8 initial test ( test load 2.5 times the safe capacity ) ( capacity of 600mm dia pile 90t ) 9 routine test ( test load 1.5 times the safe capacity ) ( capacity of 800mm dia pile 120 t ) 10 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 11 labourcharge 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...