Ward No. 10 Mohalla Mori Gate mein Burhe Baba Ke Talab Ka Soundrikaran Wok Ka Avsesh Work

Earth work in excavation by mechanical means (Hydralulic excavator)/manual means over areas (exceeding 30 cm in depth 1.5 m in which as well as 10 sqm on plai) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m as directed by Engineer-incharge 2.6.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work upto plinth level 1:4:8 ( 1 cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR No. 4.1.8

Brick work with cement burnt clay (non modular) bricks of class -150 in foundation and plinth in: cement mortar 1:6 ( 1 cement : 6 coarse sand) DSR 6.1.2

Centering and shuttering including shuttering, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete DSR No. 5.9.1

Reinforced cement concrete in beams, suspended floors roofshaving slope up to 15 landings, balconies, shelves, chajjas, intels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5.3

Centering and shuttering including shuttering, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete DSR No. 5.9.3

Reinforced cement concrete work in archibs, domes vaults plate and roofs having slope more than 15 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement: 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR No 5.5

Steel reinforcement for R.C.C work from including straightening, cutting, bending, placing in position and binding all complete upto plinth Level. Thermo Mechanically Treated bars of grade Fe- 500D or more. DSR No 5.22.6

Excavating, supplying, stacking and filling of local earth (including of royalty) by mechanical transport up to a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth sides offoundation etc. complete for all lift. DSR No. 2.25(a)

Providing and laying gang saw cut 18mm thick, mirror polished pre moulded and pre polished machine cut granite stone for required size and shape of approved shape, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shape, colour and texuire in footpath, flooring in road side plazas and similar location, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including groutting the joints with white cement mixed with matching prigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge DSR No. 16.86:1 With granite stone of area less than 0.50 sqm