Construction of Boundary wall

Construction of boundary wall

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

Earth filling under floors with surplus soil containing more than 40% gravel or kankar excavated from foundation & taken only from outside the building plinth in 15 cm layers including ramming watering and consolidation lead upto 30 metres

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. CHAPPTER NO. 6 NOTE NO. 2, 20 % LESS OF EXCAVATION RATE

Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone boulders, Kankar and building rubbish, Earth. (1) 1.0 Km

For carriage of materials on unmetalled roads 20% extra, on the basic rates of kilometres concerned

Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

PLASTERING & POINTING 12.5 mm thick cement plaster 1:2

CENTRING AND SHUTTERING (9.1) Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centering and shuttering for columns (Square or rectangular or poly gonal in plain)

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position. For roof truss, well curbs, plate girders etc. of any span for building for bridges upto 15M span

Providing And fixing 750mm dia punched tape concertina coil with barbed wire 6 layers size 2mmx2mm (hop dip galvanised inculding labour charges)

1.8 meter high G.I. barbed wire fencing with 2.4 meter angle iron posts 50x50x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 12 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications

MS CHANNELS/ FLATS: Supply and Erection of MS angle iron (Channel)/ MS Flats of suitable size with cutting, bending and necessary holes as desired by Engineer-in-charge at site:- MS angle iron size 50mm x 50mm x 5mm thick

Supply and erection of M.S. Tower Ladder suitable for tower structure of height 8.4mtr. made from M.S. Angle iron 30mm x 30mm x 5mm of length 6.94mtr with 24Nos. steps made from M.S. Rods of 16mm dia. for climbing on the tower/ octagonal platform. Each rod should be 300mm long and welded with vertical M.S. angle iron of tower ladder

MANMOHAN SINGH CONTRACTOR