D/o Sector-43 (C/o Drain and Strengthening of Road in 5 abadi Abadi Plot in Sector-43) Noida

Earth work in excavation by machanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. The contrator has to detect different utilities like sewer line, water supply line, Electric cable, Telephone cable, Gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds of soil. The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) DSR 18/I.No. 4.1.8/P-

Earth work in embankment in ordinary soil embankment to be in 20cm. layers breaking clods, watering rolling each layers with 0.5 tonne roller or wooden/steel rammer and rolling every third or top most layer with power roller of minimum 8 tonne roller including ramming dressing the surface to required level and slope including all lift and all lead(earth shall be brought from place which is beyond Noida area) including carriage of earth by mechanical transportation and all T & P labour etc. required for proper completion of work (earth shall be arranged by the contractor at his own cost.

Supplying and stacking at site.(b) 90 mm to 45 mm sizegauage stone ballast (morth)

Supplying and stacking at site.(b) 63 mm to 45 mm sizegauage stone ballast (morth). SOR

Construction of granular sub base by providing close graded material, spreding in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

P/L applying tack coat using hot straight run bituman of grade 80/100 on bitumanious surface @0.50 kg/Sqm

Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 per cent by weight of total mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per Morth specification clause no 505 complete in all respects.

Providing and laying Bituminous Concrete with higher capacity batch type Hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per Morth specification clause no 507 complete in all respects.