Cement concrete work in road and construction of Drain at Kailashpuri colony main road to Ajay kumar singh house via Dherendra singh house at ward no-14 Mallhor, Lucknow

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, MORD-302 (3.5) II Complete as per direction by E/I

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. Complete as per direction by E/I

Construction of granular sub-base by providing close graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density complete in all respect Complete as per direction by E/I

Providing and laying of cement concrete in 1:4:8 (1 cement 4 C.sand 8 40mm stone balast) including supply of all materials labour T&P etc.complete with form work as per direction by E/I.,

Supply of 80mm thick Precast cement concerete Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement smooth high gloss finish, skid resistant: manufactured from rubber moulds through vibro- compression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) confirming to IS: 15658-2006 including cost of material, labour, T & P etc required for proper completion of the work including 50mm thick local sand bed as directed by Engineer-in- charge.As per direction by E/I

P/L Separation membrane of impermeable plastic sheeting 125micron thick including supply of all material, Labour, T&P etc complete As per direction of E/I

Providing and laying in position bitumen hot sealing compound on expansion joints etc including making expantion joint complete with respect as per direction of E/I

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). complete As per direction of E/I

Providing and laying of cement concrete in 1:1.5:3 (1 cement 1.5 C.sand 3 20mm stone grit) including supply of all materials labour T&P etc.complete with form work as per direction by E/I.,

Disposal of extra earth/dismantled material within 5km distance.including loading , unloading & cartage as per direcion by E/I.