Construction of Various paths in ward No 23 (i) path from Jai Moti Bhawan to Sharma Niwas (ii) Path from Chitranta Bhawan to Chaurahn Niwas (iii) Path from Jai Moti Bhawan to Ram Lal House

Amount

Cutting in earth work in all kinds of soil including spade work, pick work, jumper work and blasting work and disposal of excavated earth up to all leads and lifts as directed by Engineer-in-Charge. (Disposal of earth/muck in MC dumping site at Bharyal free of cost, transportation charges will be paid extra)

Excavation in earth work in all kinds of earth work including spade work, pick work, jumper work, B/work chiseling wedging out of rock etc. up to all lifts in earth work including dressing of sides and bed and disposing of excavated earth to be leveled and neatly dressed as directed by the Engineer-in-charge. (Disposal of earth/muck in MC dumping site at Bharyal free of cost, transportation charges will be paid extra)

Providing and laying cement concrete 1:6:12 (1 cement: 6 sand: 12 graded stone aggregate 40mm nominal size) and curing complete excluding cost of centring and shuttering in Foundation and plinth

Random rubble maonsry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement: 6 sand; 12 graded stone aggregate 20mm nominal size) at plinth level in cement mortar 1:6 (1 cement: 6 sand)

Providing and laying cement concrete 1:5;10 (1cement :5sand :10 graded stone aggregate 40mm. nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/ Breast walls, the size of plums shall usually be 150mm. to 300mm. as per H.P.P.W.D.Specification.

Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form workin: in Foundation and plinth

Providing and laying cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in Foundation and plinth.

Steel work welded in built up sections,trusses and framed work,including cutting,hosting,fixing in position and applying a priming coat of red lead paint.In beams joists channels,angles,tee,flats with connecting plates or angle cleats as in main and cross beams,hip and jack rafters,purlins connected to common rafters and the like.

P/L Precast Chequred tiles 20mm thick of chequred tiles specified sizes laid in floors, treads of steps and landings on a bed of 25mm average thickness of cement mortar 1:6 (1cement :6 sand) jointed with neat cement slury mixed with frignest to match the shade of tiles including rubbing and polishing complete with tiles of following shades. (i) 50% Grey and 50% Colour

P/F M.S Pipe 40mm nominal bore for railing & fixed in M.S Angle /Channels.

15mm Cement plaster in single coat on the rough side of brick/ concrete/stone walls for interior plastering upto floor two level including arrises, internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. Cement Mortar 1:6 (1Cement:6 Sand).

Painting two coats(excluding coat) on new wood and wood based surface with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering & stoping With enamel paint other than white

Providing from work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling upto all heights and removal of the same for insitu-reinforced concrete & plain concrete work in Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like

P/F M.S. Pannel railing standard design 1.65x0.90 mtr. & weight 24.50kg per Pannel

SURESH KUMAR

MADAN SINGH