PILE WORK



SUB HEAD : 20.0 PILE WORK
Code
No.
Description Unit Rate
0015 Hire and running charges of Tripod and Mechanical Winch machine complete with power unit and accessories day 1900.00
0017 Hire and running charges of tipper day 1700.00
0018 Hire and running charges of loader day 5000.00
0024 Hire and running charges of hydraulic piling rig with power unit etc. including complete accessories and shifting at site day 30000.00
0025 Hire and running charges of light crane day 3000.00
0026 Hire and running charges of bentonite pump day 3500.00
0027 Hire and running charges of vibrating pile driving hammer complete with power unit and accessories day 30000.00
0028 Hire and running charges of crane 20 tonne capacity day 7000.00
0080 Hire and running charges of drill machine up to 400 mm dia (including cost of mobile oil, diesel consumption in ordinary soil and operator) day 7500.00
0081 Pile Integrity testing equipment day 3000.00
0114 Beldar day 558.00
0130 Mistry day 738.00
0160 Technician day 775.00
0161 Helper (Technician) day 558.00
7181 C.I. pile shoe kg 48.00
7182 M.S. clamps for pile shoe of 35 kg  per pile kg 43.00
7183 Bentonite of 35 kg per pile tonne 2960.00
7246 Vertical load testing (initial) of piles in accordance with IS : 2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification and up to 50 tonne capacity pile per test 40000.00
7247 Vertical load testing (initial) of piles in accordance with IS : 2911 (Part-IV) including installation of loading platform and preparation of  pile  head  or  construction  of  test  cap  and  dismantling  of test cap after test etc. complete as per specification & above 50 tonne and up to 100 tonne per test 45000.00
7248 Vertical load testing (initial) of piles in accordance with IS : 2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & group of two
or more up to 50 tonne
per test 50000.00
7249 Cyclic vertical load testing of piles in accordance with IS : 2911 (Part-IV) including preparation of pile head etc. for Single pile up to 50 tonne capacity per test 15000.00
7250 Cyclic vertical load testing of piles in accordance with IS : 2911 (Part-IV) including preparation of pile head etc. for Single pile above 50 tonne capacity pile and up to 100 tonne capacity pile per test 23000.00
7251 Cyclic vertical load testing of piles in accordance with IS : 2911 (Part-IV) including preparation of pile head etc. for Group of two piles up to 50 tonne capacity each per test 29500.00
7252 Lateral load testing of single pile in accordance with IS : 2911 part -IV for determining safe allowable lateral load on pile up to 50 tonne capacity per test 15000.00
7253 Lateral load testing of single pile in accordance with IS : 2911 part -IV for determining safe allowable lateral load on pile above 50 tonne capacity per test 23600.00
9977 Carriage L.S. 2.00
9999 Sundries L.S. 2.00
20.0 PILE WORK
Code
No.
Description Unit  Rate
20.1 Providing, driving with hydraulic piling rigs with power units and
installing driven cast-in-situ reinforced cement concrete piles of grade
M-25 of specified diameter and length below the pile cap, to carry
safe working load not less than specified, excluding the cost of steel
reinforcement but including the cost of shoe and the length of pile to
be embedded in the pile cap etc. all complete. (Length of pile for
payment shall be measured from top of shoe to the bottom of pile
cap) :
   
  20.1.1 400 mm dia piles metre 2244.10
  20.1.2 450 mm dia piles metre 2735.65
  20.1.3 500 mm dia piles metre 3292.75
  20.1.4 550 mm dia piles metre 3601.45
  20.1.5 750 mm dia piles metre 6181.15
  20.1.6 1000 mm dia piles metre 10301.15
  20.1.7 1200 mm dia piles metre 13457.45
  20.1.8 1500 mm dia piles metre 19169.55
20.2 Boring, providing and installation bored cast-in-situ reinforced cement
concrete piles of grade M-25 of specified diameter and length below
the 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 percussion drilling using
Direct mud circulation (DMC) or Bailer and chisel technique by tripod
and mechanical Winch Machine 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: Truck Mounted rotary/TMR/Tubewell boring machine shall not
be used .
   
  20.2.1 450 mm dia piles metre 1806.15
  20.2.2 500 mm dia piles metre 2123.95
  20.2.3 600 mm dia piles metre 2911.10
  20.2.4 750 mm dia piles metre 4482.30
20.2A Boring, providing and installation bored cast-in-situ reinforced cement
concrete piles of garde M-25 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: Truck Mounted rotary/TMR/Tube well boring machine shall not
be used.
   
  20.2A.1 600 mm dia piles metre 4225.60
  20.2A.2 750 mm dia piles metre 6118.15
  20.2A.3 1000 mm dia piles metre 10281.35
  20.2A.4 1200 mm dia piles metre 13588.90
  20.2A.5 1500 mm dia piles metre 19670.35
20.3 Boring with hydraulic piling rigs with power units, providing and
installing cast in situ single under reamed piles of specified diameter
and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete.
(Length of pile for payment shall be measured upto to the bottom of
pile cap) :
   
  20.3.1 300 mm dia piles metre 2387.40
  20.3.2 400 mm dia piles metre 2951.10
  20.3.3 450 mm dia piles metre 3287.30
  20.3.4 550 mm dia piles metre 3689.90
20.4 Extra over single under ream for providing additional bulbs in
under reamed piles, under specified diameter(only the nos. of
extra bulbs are to be paid)
   
  20.4.1 300 mm dia piles each 1931.85
  20.4.2 400 mm dia piles each 2183.65
  20.4.3 450 mm dia piles each 2335.50
  20.4.4 550 mm dia piles each 2558.20
20.5 Providing, driving (with vibrating pile driving hammer complete
with power units & accessories) and installing driven Pre-cast
reinforced cement concrete piles of specified diameter and length below
the pile cap in M-25 cement concrete to carry safe working load not
less than specified, with a central through preformed hole with M.S.
black pipe of dia, 40 mm for grouting with cement sand grouting of mix
1:2 (1cement : 2 coarse sand) under sufficient positive pressure to
ensure complete filling including centring, shuttering, driving and
removing the steel casing pipe and lifting casing etc. complete but
excluding the cost of steel reinforcement. (Length of pile for payment
shall be measured from top of the shoe to the bottom of pile cap).
   
  20.5.1 400 mm dia piles metre 3056.30
  20.5.2 450 mm dia piles metre 3853.80
  20.5.3 500 mm dia piles metre 4027.10
  20.5.4 550 mm dia piles metre  4593.10
  20.5.5 750 mm dia piles metre 8798.75
  20.5.6 1000 mm dia piles metre 12105.60
20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV)
including installation of loading platform by Kentledge/Anchor piles
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 Engineer in-charge.
   
  Note: 1. Initial and Routine Load Test shall not be carried out by
Dynamic method of testing.
   
  Note: 2. Testing agency shall submit the design of loading platform
for the approval of Engineer-in-charge.
   
20.6.1 Single pile upto 50 tonne Safe capacity    
  20.6.1.1 Initial test (Test Load 2.5 times the Safe
capacity)
per test 53517.50
  20.6.1.2 Routine test (Test Load 1.5 times the Safe
capacity)
per test 20069.05
20.6.2 Single pile above 50 tonne and upto 100 tonne Safe
capacity
   
  20.6.2.1 Initial test (Test Load 2.5 times the Safe
capacity)
per test 60207.20
  20.6.2.2 Routine test (Test Load 1.5 times the Safe
capacity)
per test 30772.55
20.6.3 Group of two or more piles upto 50 tonne Safe capacity    
  20.6.3.1 Initial test (Test Load 2.5 times the Safe
capacity)
per test 66896.90
  20.6.3.2 Routine test (Test Load 1.5 times the Safe
capacity)
per test 39469.15
20.7 Cyclic vertical load testing of pile in accordance with IS Code of
practice IS:2911 (part IV) by Kentledge method including preparation
of pile head etc for.
   
20.7.1 Single pile    
  20.7.1.1 Upto 50 tonne Safe capacity pile per test 20069.05
  20.7.1.2 Above 50 tonne and upto 100 tonne Safe per test 30772.55
  20.7.2 Group of two or more piles    
  20.7.2.1 Upto 400 tonne Safe capacity of group per test 39469.15    
20.8 Lateral load testing of single pile in accordance with IS Code of
practice IS : 2911 (Part IV) for determining safe allowable lateral load
on pile :
   
  20.8.1 Upto 50 tonne capacity pile per test 20069.05
  20.8.2 Above 50 tonne and upto 100 tonne capacity pile per test 31575.35
20.9 Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic
Echo Test method in accordance with IS 14893 including surface
preparation of pile top by removing soil, mud, dust & chipping leanconcrete lumps etc. and use of computerised equipment and high
skill trained personal for conducting the test & submission of results,
all complete as per direction of Engineer-in-charge.
per test 938.90
  Note :- The inclusion of the above item in the schedule of work shall
be judiciously decided by the technical sanctioning authority, keeping
in view the quality control, type of soil strata & importance of the
project.
   

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