Cement concrete work in road and construction of Drain at Kasturba gandhi vidhyalya to reeta singh house and Rajendra singh house to KP singh house at Nizampur chuck mallhauri 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

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 byE/I

Providing and laying spreading and compacting graded stone agreegatge to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer in sub-base course on well prepared surface and compaction with vibratory roller to achieve the desired density complete as per direction byE/I

Separation membrane of impermeable plastic sheeting 125micron thick complete as per direction byE/I

Providing and laying in position bitumien hot sealing compound on expeansion joints etc including making expention 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).

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., (For Toewall)

Brick edging on both side of road of 1st class bricks 8cm wide and 12cm. deep laid including Supply of all material labour, T&P etc. finished to the required template and in proper alignment and also including dressing & ramming the excavated earth as directed by E/I. Ch. 25 (Sr. 21) SOR 20-21

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

Dismantaling of old existing ramp/slabs i/e disposal of dismantaled material within 5km distance as per direction by E/I