M/o STP (Two years Maintenance of Irrigation line from UGR, STP-50 to J-Block, Sector 41 and Golf Course to Botanical Garden) 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

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 : Water bound macadam road

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

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

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.

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.

Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m i/c getting out the excavated soil,and then returning the soil as required in layers not exceeding 20cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m : All kind of soil, Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia.

P/L following size of Finolex makes PVC pipes 6Kg/Cm2 with required PVC standard special confirming to IS codes with latest amendment and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making up to length and making joints i/c cost of socket, plstochem PV-85 pvc solvent cement complete. PVC Pipe must be confirming to IS : 4985-2000 with latest amendment.Make- Finolex Industries Ltd./Kisan/ SupremeIndustries Ltd (Rate As Per Comparative Statement per Rm.) 160mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standerd Specials

200 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standerd Specials

250 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standerd Specials