Cement concreting and laying of gravel in 132KV and 33KV yards including improvement of earthing at GSS Akhnoor

Amount

Cement concreting and laying of Gravel in 132KV and 33KV SwitchYards of GSS Akhnoor (COMPLETE JOB) Total Area =3750sqm

Surface dressing of the ground including removing vegetation & in equalities & disposal of rubbish lead upto 50m in all kinds of soils 40% of 3750sqm area=1500 sqm

Manual Carriage of kankara/stone gravel 40mm from yard to stacking site, avg. Distance 50 mtrs. 3750x0.10 = 375 cum Including loading/unloading

Earthwork in excavation by manual means including disposal of excavated earth upto 50m for maintaining surface level required for concreting of yard 3750x 0.15= 562.5cum.

Disposal of Excavated earth upto loading point away from yard 50m distance =562.5cum.

Mechanical transport for disposal of excavated soil 1Km= 562.5cum

Back carriage of 40mm Stone agg from stacking site to laying site to be used for lean pad,50m distance

Providing and laying of cement concrete lean pad 1:5:10 ,40mm stone agg. = 3750x0.05 m = 187.5cum.

Providing and laying of cement concrete 1:3:6 = 3750x0.10 m = 375 cum.

Carriage of cement by M.T,2km Lead

Carriage of sand by MT 5Km ,253.12 cum

Carriage of Bajri by M.T, 5Km distance

Manual Carriage of sand and bajri at work site in yard (253.12+ 506.25)= 759.37cum (50m lead)

Manual Carriage of cement at work site in yard

cost/Supply of stone aggregate 40 mm (for laying and spreading on top layer) average depth 0.10 mtr.= 3750x0.10= 375 cum 50% of 375cum=187.50 cum as 50% is available at site

Mechanical carriage of 40 mm new stone aggregate ,4km = 187.50cum

Manual carriage of stone aggregate 40 mm = 187.5 cum (50m lead)

Spreading of stone aggregate 40 mm in uniform manner , on horizontal surface = 375 cum

Providing & fixing of Rain Water Pipes

Providing and laying non pressure NP2 class Pipes 100mm dia., drainage pipes complete = 165 holesx 1.0 mtr. Deep= 165 Rm

IMPROVEMENT OF EARTHING BY WAY OF SUPPLY & LAYING OF EARTH MAT AND EARTHING MATERIALS AT GRID STATION AKHNOOR (COMPLETE JOB)

Earthwork in excavation 350x1.5x1.0= 525cum

Manual carriage of disposable earth 50m 60% of excavated earth 60% of 525cum=315cum

Mechanical transport for disposal of excavated soil 2Km

Excavating ,supplying & filling of good earth including royalty by MT upto lead of 5Km including ramming etc

Loading & unloading of Earthing material

Laying of 350m of MS flat 65X8MM

Surface cleaning ,jointing by welding etc

Driving of spikes 3mX32mm dia

cost of steel flat 65x8 mm & round iron for spikes 3mX32mm

Extra for cost of elctrodes ,excavation of pits ,risers ,yard to yard connecting the mesh. Connectivity with LAs, isolators,Circuit breaker,CTs,NCT and transformer body etc

M/S APR CONSTRUCTIONS

U3 ENTERPRISES

VIKRAM JEET SHARMA

N K Enterprises

M/S HAMAYUN SARWAR KHAN

M/S MEELU ENTERPRISES