Providing Distribution System in Lift Irrigation Scheme Ramehra under HPCDP(Phase-II)-JICA-ODA at Village Ramehra,G.P Kharwar, Tehsil Bhoranj and Distt. Hamirpur (H.P)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as well as for all kinds of soil directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as well as for all kinds of soil directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, for 63mm & 75mm including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, for 90mm & 110 mm including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Prepration & Consolidation of subgrade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 depth,dressing to chamber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth material complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Supply and stacking at site (of 63 mm to 45 mm stone aggregates) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Laying & Spreading and compacting complete stone aggregates of specified sizes to water bound macadam specifications in uniform thickness,handpicking,rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber,applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate,watering and compacting to required intensity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Scarifying metalled (Water Bound) road surface including disposal of rubbish,consolidation of the aggregate received from scarifying with power road roller of 8 to 10 Tonne capacity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Surface dressing on new surface with paving bitumen of grade VG-10 of approved quality using 2.25Kg of bitumen per sqm with 1.65 cum of stone chipping 13.2 mm nominal size per 100 sqm of road surface,including consolidation with road roller of 6 to 8 Tonnes capacity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

In walls (any thickness),in retaining walls,return walls, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Centering and shuttering including strutting, propping etc. and removal of form work for:

Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Columns,pillars,piers,Abutments,Posts & Struts complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 110 mm Dia (as per requirement of main & submain Line)

Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & Fixing of 63 mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 63 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Applying priming coat over new steel & other metalled surfaces & i/c preparing the surface by thoroughly cleaning oil,grease & dirt & other foreign matter scoured with wire brushes fine steel wool srapers & sand paper along with ready mixed priming paint brushing red lead, red-oxide/zinc oxide chrome complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Painting two coats excluding priming coat over new steel & other metal surfaces with ready mixed paint to give an even shade i/c cleaning the other foreign matter sand papering & stopping complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give n even shade as per drawings and in English & Roman ,Hypen,Commas, and the like not to be measured and paid for complete to the entire satisfaction of Engineer-in-Charge

63 mm ;PN 6 class,PE-100

75 mm;PN 6 class,PE-100

90mm;PN 6 class,PE-100

110 mm ;PN 6 class,PE-100

Providing & Fixing CI Sluice Valve 100mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 44.3 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.