Hariparvat Zone, Room No. 88 Construction of drains in Vinayak Nagarextending from Lane No. 3, via the Karauli Mata Temple, up to Lane No. 2 and Lane No. as well as on the connecting link roads. CMNSY

Removal of sludge, kankar, brick bats, organic or inorganic material in faul position or in liquid mud including lead 30m and 3.00 meter lift with specials T&P labour etc. all complete.

Dismantling brick work or stone work in lime or Cement mortar and including stacking of material as directed by E/IC with in a distance of 60 meters (200 feet) but Mud Mortar.

Excavation in soil mixed with moorum/shingle, kankar requiring the use of special tools & plant such as pick axes sabbals etc. foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M and 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 directed by the Engineer-in-charge up to a distance of 30 M form the foundation trenches. Including royalty.

Cartage of silt, sludge kankar and other disposable organic material etc. all complete with labor T&P including cartage of 8 km.

Providing of bandha for diversion of nala etc. all complete.

Providing and fixing of barricading of 100mm average ballies with in a distance of 1.50 meter for 3 rows of 3Q. 3 Nosof cross ballies, two supporting ballies of 3 meter ballies and 2 Nos perpendicular ballies tie with moonj rope including supply of all material such as ballies rope T&P required for proper completion of work and also including labour component (material will be property of contractor after dismantling).

Providing of 32 HP diesel pump for dewatering of pond with pump, driver etc. all complete. (for 8 hours)

Providing and laying cement concrete in 1:5:10 (1 Cement :5 Fine Sand :10 Stone Ballast 40 mm guages) and curing complete, including cost of form work in foundation and floors.

R.C.C. work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in R.C.C. Raft foundation and footing with 4 cm., Gauge approved stone ballast including all materials T&P.

R.C.C. work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 for slab work excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials labor and tools and plants etc. required for proper completion of the work. Strength of the concrete shall not be less than M-150.