CONSTRUCTION OF RAMP FOR SHATABADI HOSPITAL (PHASE-II) AT K.G.M.U., LUCKNOW

Amount

Boring, 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) :

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.

Initial test (Test Load 2.5 times the Safe capacity)

Routine test (Test Load 1.5 times the Safe capacity)

Excavation in foundation in ordinary soil (Loam Clay or sand) including lift upto 1.5m (5fts) and lead upto 30mm (100fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directd by the Engineer-in-Charge upto a distance of 30m (100 fts) from the foundation trenches. (Including Royality)

Labour charges for laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 Stone ballast 40 mm nominal size) including all labour T & P etc, but excluding cost of all material required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. (curring complete)

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T & P etc required for proper completion of the work.

Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm.

Labour charges of R.C.C. work with cement , coarse sand & 20mm gauge approved Stone aggregate in the proportion 1:1.5:3 in R.C.C. Pile Cap excluding supply of reinforcement and all material but including necessary centering & shuttering, labour T&P etc. required for proper completion of work.

Labour charges of R.C.C. work with cement , coarse sand & 20mm gauge approved Stone aggregate in the proportion 1:1.5:3 in R.C.C. Ground Beam excluding supply of reinforcement and all material but including necessary centering & shuttering, labour T&P etc. required for proper completion of work.

Labour charges for steel reinforcement in R.C.C. Work including cutting, bending, binding and placing for required shape but excluding cost of all steel. (a) Ground floor

GST extra as applicable

OM SAI BUILDERS