NAGAR PANCHAYAT BABARPUR-AJITMAL KE ANTERGAT 30 MTR LONG POLE PER TIRANGA JHANDA LAGWANE KA KARYA

Excavation in foundation in ordinary soil (loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space bwtween 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 of 30 m from the foundation trenches.

Local sand filling to be don in 20cm layers including remainig and dressing Pulverization the surface to required level and slops and also Including proper completion of the Work as per most specification S.I

Providing and laying base concrete 1:4:8 Cement C/sand and 40mm gauge stone ballast including supply of all material labour T&P etc all complete S.I. 281

R.C.C. work with cement approved coarse sand and 2 cm gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors & window excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B,W.G.G.I. binding wire and including necessary crentering & shuttering etc. and also including supply of all material labour and T&P etc. required for proper completion of the work. binding wire cost being included in the item 283 above but in Rcc column in 1:1.5:3 S.I No 289

Mild steel or iron work such as RB or R.C.C. work including etc all complete .S.I. 504

Ist class brick work in found 1:4 cement and c/sand mortar including supply of All material labour T&P etc all complete n.s.

12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even smooth S.I No 13.4

Supply & fixing of 16 mtr High mast shaft of Supply & fixing of 16 mtr High mast shaft of approved make with rising system hot dip glavanized inside & outside dip,heaving pole sheet thickness 3 mm. Top diaminium 150 mm, Bottom dia 360 mm base plate 32 mmthick suitable for wind velocity as per IS 875 part 3 &having no circumferential weld, with accessories forhigh mast such as head frame suitable for 6 to 12luminaries & its control gear boxes 1.5 HP power toolmoter, 3 point suspension system with steel wire rope 6mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuimentalong with foundation bolts nuts, washers, anchor plates etc completee in all respect. s.I no 652 E.Sor

Erection of 16.00 m high mast with all acc with the help of suitable equipments or with the help of modern engineering practices with the help of mobile Hydraulic Crane S.I No 115

Supply and fixing following capacity of automaticSupply and fixing following capacity of automaticstreet light cubicle control panel painted with anticorrosive alkali and acid proof paint consisting oftime switch TSO 100 series with contactors, HRCfuses, isolating switch metering instrument &instrument box with CTs etc. in case of TPN,complete in all respect. S.I No 807 Page no 147