Construction of Walking Track in Various Park of Kotdwar Road Yojna No-01, Najibabad Distt.Bijnor

Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.5 in & lead upto 30m Including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Including Royalty).

Concrete with 4cm gauge graaled class 150 stone ballast, coarse sand (F.M. 2.20-3.60) and cement in proportion of 1:4:8 in foundation and under floors including supply all materials, labour and T&P etc. required for proper completion of work.

M-150 brick work in 1:6 cement and coarse sand of F.M.1.5-2.0 mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.

Cast cement conerete door sills, chaukhats, boundary posts, shelves and similar small work with cement approved coarse sand (F.M. 2.20-3.60) and 2 cm. gauge stone grit/shingle in proportion of 1:2:4 excluding supply of reinforcement and its bending but in

12 MM thick plaster below plinth with 1:6 cement coarse sand of 1.50 - 1.75 F.M mortar as specified by manufacture over brick work min. thickness not to be less than 1 Cm. including supply of all materials, labour and T&P etc. required for proper completion of the work.

Supply and cartage of earth from 8.0 km, including loading, unloading but excluding stacking including earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 meter (20") depth and earth work in embankment to be in 20 cm (8") layers including ramming and dressing the sruface to required levels and slopes and also including 1.50 m Lift and disposal of upto distance not less then 30.00 M. as per direction of E/I.S.I. No-253a

Providing and laying, spreading and compacting graded stone aggregate wet mix macadam specification including premixing the material with water at OMC in mechanicam mix plant, carriage of mix material by tipper to site, laying in uniform layers with paver in sub base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density. (MORT&H specification No. 406).

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick C.C. paver block of M-35 grade with approved colour design and pattern