Zone-03, Tajganj Ward Reconstruction work on the damaged drain extending from the Baluganj tri-junction past the rear wall of Bainisingh School up to the temple.

Dismantling Reinforced Cement Concrete or Reinforced brick work including stacking of materials as directed by E/IC with in a distance of 60 meters (200 feet). (17-Chapter PWD. No.694)

Removal of Silt for Nala/Nali in liquid mud or faul position with special T&P including lead 30m and lift up to 3.00m etc. all complete. (As per Attached sanctioned rate analysis)

Cartage of Malva, Silt, sludge kankar and other disposable organic material etc. all complete with labour T&P including cartage of 8 km. (Chapter No.3 Si.No.8)

RCC work Providing and laying in position specified grade of reinforced cement concrete , including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth leuel:1:2:4 in raft foundation (1cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size)

RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shutterang, finishing and excluding reinforcement - Above plinth level upto fifth floor lable : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (b) 10mm to 12mm tor. (Chapter No. 10 S.I. No. 504(B))

Providing of Nala Bandha for diversion of nala etc all complete.(NS)

Providing of 32HP desel Pump set for dewatering including hire and fuel charge with operator etc. all complete. (None Scheduled)

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 Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 bwgi binding wire and including necessary centring 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. (5-Chapter S.I. No.-284)

Sub Total (A)