Revetment of tower location no.24 of 132 kV D/C Adityapur- Ramchandrapur Transmission line alongwith the stub welding of all four legs and counter poise earthing of the said tower under Transmission Sub-division, Adityapur-I

Revetment of tower location no.24 of 132 kV D/C Adityapur- Ramchandrapur Transmission line alongwith the stub welding of all four legs and counter poise earthing of the said tower under Transmission Sub-division, Adityapur-I.

Earth work in excavation in foundation trenches in ordinay soil(Vide classification of soft item- A) and disposal of excavated earth as obtained to a distance upto 50M, including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. R wall L=57m, B=2.0m, H=1.0m, Volume=57x2.0x1.0=114m³ Inside L=13m, B=12.55m, H=0.6m,Volume=13x12.55x0.6=97.89m³ Total Volume = 211.89m³

Providing course clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification & direction of E/I. R wall L=57m, B=2.0m, H=0.076m, Volume=57x2.0x0.076=8.664m³ Inside L=13m, B=12.55m, H=0.076m,Volume=13x12.55x0.076=12.39m³ Total Volume = 21.05m³

Providing designation 75A one brick flat soling joints filled with local sand including cost of watering ,taxes royalty all complete as per building specification & direction of E/I. R wall L=57m, B=2.0m, Area=57x2.0=114m² Inside L=13m, B=12.55m, Area=13x12.55=163.15m² Total Area=277.15m²

Providing PCC M-150 with nominal mix of (1:2:4) in foundation with approved top quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 as per building specification & direction of E/I. R wall found L=57m, B=2.0m, H=0.1m, Volume=57x2.0x0.1=11.4m³ R wall top L=57m, B=1.6m, H=0.075m, Volume=57x1.6x0.075=6.84m³ Inside layer L=13m, B=12.55m,H=0.075m,Volume=13x12.55x0.075=12.23m³ Total Volume = 30.47m³

Providing C.M (1:4) in foundation & plinth with hammer dressed stone of less than 0.03m in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening materials, raking out joints to 20mm depth curing all complete as per building specification & direction of E/I. R wall found L=57m, B=1.8m, H=0.2m, Volume=57x1.8x0.2=20.52m³ R wall top L=57m, B=1.75m, H=0.2m, Volume=57x1.75x0.2=19.95m³ Inside layer L=13m, B=12.55m,H=0.24m,Volume=13x12.55x0.24=39.156m³ Total Volume = 79.626m³

Providing random rubble stone masonery in C.M (1:4) in super structure with hammer dressed stone of less than 0.03m in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening materials, raking out joints to 20mm depth curing all complete as per building specification & direction of E/I. R wall S/S L=57m, B=1.69m, H=1.59m, Volume=57x1.69x1.59=153.16m³

Providing 25 mm thick cement plaster (1:4) with clean coarse sand etc all complete job as per building specification & direction of E/I. R wall top L=57m, B=1.6m, Area=57x1.6=91.2m² R wall side L=57m, B=1.48m, Area=57x1.48=84.36m² Total Area=175.56m²

Filling of foundation trenches and plinth in layers not exceding 150mm thick well, rammed, fully compacted, fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. same qty. as item no2. of 20% the excavate.

Counterpoise earthing in tower location no.24 of 132 kV D/C Adityapur- Ramchandrapur Transmission line.

Transportation of stub to work site, cutting of stub, dismantling of old damaged chimney and its construction up to 2 feet above ground level for safety of rusting, back filling of legs, all complete job as per direction of E/I.

i) Angle with Stub welding of tower legs of loc. no.24= 04 legs outside 15 layer welding of angle tower, length of layer welding for one leg = 2x(4”+4”+40”) x 15 layers =96x15=1440” i.e. total for 4. legs stub welding= 1440”x4 legs= 5760”

ii) Angle with Stub welding of tower legs of loc. no.24= 04 legs inside 15 layer welding of angle tower, length of layer welding for one leg = 2x(4”+4”+40”) x 15 layers =96x15=1440” i.e. total for 4. legs stub welding= 1440”x4 legs= 5760”

Soil removal , earth cutting & grass/ wild bushes cutting in mud area of tower location no.24 of 132 kV D/C Adityapur- Ramchandrapur Transmission line. Total 4 legs= 4 legs X 2 Mandays = 8 Mandays

Carriage of materials: a) Cement lead 10KM

b) Sand lead 15KM

c) Stone chips lead 15 KM

d) Bricks lead 8 KM

e) Boulder lead 12 Km

M/s AKRITI ENTERPRISES

MCS ENGINEERING PRIVATE LIMITED