O/M of Sewer line and MSPS/SPS at Expressway (Two Year Repairing of damage rising main pressure PSC/DI MS pipe line LHS Ch-0 to 10.00 Km of green belt along alied N.Gr. N.Expressway) NOIDA

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar

Granular Sub-Base with Close Graded material(Tables:-400-1) by Mix in Place Method, Construction of granular sub-base by providing close graded material, spreading 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 (MoRTH)

Water Bound macadam (Grading-III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

Dense Graded Bituminous Macadam (Grading 2) 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 tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Bituminous Concrete Grading-2 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 tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507.complete in all respects

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. The Contractor has detect defferent 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 prior permission of E/I. All kinds of soil.

Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. (For 1.50 to 3.00 m depth)

P/F M.S. specials such as Tee , Bends , Collars , Tapers, Gap pieces,including Flange Ends as required , Painting ,Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I.

M-150 Brick Work in 1:4 cement & Coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar.