Laying/fitting of HDPE pipes for filling service Reservoir from a distant source and other related works at Hazelnut Farm Lehanwan.

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres All kinds of soil :

Earth work in bulk excavation by mechanical eans (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil.

Providing Supplying Lowering Laying Joining hydraulic testing and commisioning of PE and PE 100 and PH HDPE pipes in standard lengths conforming to IS 4984/14151/12786/13488 with necessary joining material and all kinds of pipe specials including transportation, freight charges inspection charges,loading,unloading charges, conveying to departmental stores jointing procedure as per the relevint IS code complete with meterials for joining procedure with all the labour as directed by engineer incharge as per IS7634-part II Hydraulic Testing to Specified preasures (Including cost of all materials labour and Water) for specified lenths inclusive of all kinds of taxes and carriages complete.(110 mm dia HDPE Pipe.)

Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required Bituminous portion

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Dumping stone in Horizontal on level including cost of stone.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming lead upto 50 m and lift upto 1.5 m.

Carriage of materials from source upto Road site of work by M.T. and H.L 202 mtrs.

Cement by an average lead of 15 km.

Sand by an average lead of 49km.

Stone aggregates 20mm by an average lead of 47km.

Stone aggregates 40mm by an average lead of 47km.

Stone soling by an average lead of 15km.