Construction of R.C.C. retaining structure from (RD0-RD33) along Phojal nallah for protection of road and substation complete in all respects at 220/33 kV GIS Substation, Phojal under PIU Sarabai, HPPTCL, District- Kullu, H.P

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)

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.All kinds of soil

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.Hard rock (blasting prohibited)In or under water and/or liquid mud, including pumping out water as required

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.Hard rock (blasting prohibited)

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

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:In or under water and/or liquid mud, including pumping out water as required

Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete:In or under water and/or liquid mud, including pumping out water as required

Centering and shuttering including strutting, propping etc. and removal of form for all heights:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1:2 (1 cement : 1 coarse sand) : 2 graded stone aggregate 20 mm nominal size):In or under water and/or liquid mud, including pumping out water as required

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1:2 (1 cement : 1 coarse sand) : 2 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size):In or under water and/or liquid mud, including pumping out water as required

P/L 110 mm dia PVC pipes as per directions of EIC in weep holes of retaining/breast walls etc.

Stone filling behind retaining walls complete in all respect as per the directions of EIC.

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.

Hiring of Poclain/Excavator-cum-Loader 154 hp (1.3 Cum capacity) required for the removal of silt, boulders, and debris accumulated in Phojal River along 220/33 Kv GIS Substation Phojal, Tehsil Manali Distt Kullu HP including diversion the route of river in all lead and lift, as and when required or as per the direction of the Engineer-in-Charge (EIC). In case of any loss of public property or accidents during the execution of the work, the contractor will be fully responsible. The contractor will provide fuel, POL (Petrol, Oil, and Lubricants), and operational staff for the machine. Any repairs or accidental charges for the machinery during the execution of the work will also be borne by the contractor.:Without Breaker

Hiring of Poclain/Excavator-cum-Loader 154 hp (1.3 Cum capacity) required for the removal of silt, boulders, and debris accumulated in Phojal River along 220/33 Kv GIS Substation Phojal, Tehsil Manali Distt Kullu HP including diversion the route of river in all lead and lift, as and when required or as per the direction of the Engineer-in-Charge (EIC). In case of any loss of public property or accidents during the execution of the work, the contractor will be fully responsible. The contractor will provide fuel, POL (Petrol, Oil, and Lubricants), and operational staff for the machine. Any repairs or accidental charges for the machinery during the execution of the work will also be borne by the contractor.:With Breaker

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