Improvement of drain and road at rawatpur from siddheshwar mandir to mukesh chandel house in naveen nagar kakadev under ward 25 zone 06

Dismentalling of B.O.E. soiling/Inter locking tile including Stacking of servicable material and disposal of unservicable material within a lead of 50m as per direction of EI/C (Labour only).

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan. including getting out and disposal of excavated earth upto 50 m and lift 1.5 m, as directed by Engineer-in-charge:2.1.1 All kinds of soil. O to 0.30 M.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on 20.40 plan), excavated soil and disposal of surplus excavated soil directed, within a lead of 50 m including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil.

Providing and laying in base cement concrete 1:6:12 of not less than stength of m-150 (stone balast 40, 20mm stone normal size and 4cm sotne ballast etc. all comp

class 150 brick work in 1:4 cement mortar in foundation & plingth including supply of all materials labour etc all complete....

12 mm cement plaster of mix 1:4 etc all complete...

Construction of granular sub base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavaton at OMC and compacting with vibratory roller to achieve the desired density, Complete as per MORT & H clause 402

Providing and Laying design mix cement cocrete of m-30 grade in roads taxi/truck/runways using cement as per design mix using coarse sand and graded stone aggregate of 40 mm nominal size in approprriate proportion as per approverd & specified disign criteria providing dowel bars with sleevetie bars whenever required laying at site spreading and copmacting mechanacally by using needdle and surface vibrators leveling to require slope chamber finishing with require texture including steel from work with study m.s channal sectons cunning making provison for contactor/expenson construction & joints (10 mm wide x 50 mm deep) by groove cutting machine providing and filling joints with approved joints filter and sealents, complete all as per direction of Engineer-in-charge (item of joints filter, sealents, dowel bars with sleevel tie bars to be paid separately) all complete..

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15* landings, balconles, shelves, chajjas, lintels, bands, plain window sills, staicases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finihing and reinforcement: 1:1.5:3 (1 Cement: 1.5 Coarse sand (zone-III): 3 graded stone aggregate 20 mm (nominal size).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.