Const of 2 no 220 kv line bays at daheru railway TSS at 220 kv SS Bhari

CSR ITEMS

Earth work in excavation in all kinds of soil not exceeding 2.0mtr. depth i/e dressing in bottom and sides of trenches & subsequent filling around masonary in 15cm layers.

Dismantling of PCC flooring 1:5:10

Dismantling of B/W in cement mortar

Dismantling of RCC

Centering & Shuttering for faces of concrete foundation & foundation beams & plinth Beams (vertical or Battering)

Centering & Shuttering for columns (rect / square or polygonal in plain )

Cement concrete 1: 6: 12 with 40 mm stone aggregate

Cement concrete 1: 5: 10 with 40mm stone aggregate

Cement concrete 1: 2: 4 with stone ballast or shingle

RCC M-20 mechanically mixed,vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in fdn. And plinth

RCC M-20 mechanically mixed,vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in s/s

Extra for vibrator used by contractor at his own cost

Ist class burnt brick work laid in cement sand mortar 1:6 in foundation & plinth

Ist class burnt brick work laid in cement sand mortar 1:5 in foundation & plinth

115 mm thick brickwork 1:4 in fdn.

Conglomerate floor (1:2:4) 50 mm thick

Conglomerate floor (1:2:4) 25 mm thick

12.5 mm thick CP 1:3

12.5 mm thick CP 1:5

20 mm thick CP 1:4

Cold twisted deformed (ribbed/ tor steel) Bars, for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete.

P& F of HCI gratings 150mmx150mm

Stacking of already spreaded gravel in old yard side

Spreading of already stacked gravel of the old yard area (Labour Rate)

Minimum Landing Rate including Extra carriage and difference of rate of C.Sand

Minimum Landing Rate of Fine Sand

Minimum Landing Rate including Extra carriage of Cement

Minimum Landing Rate including Extra carriage of steel

Minimum Landing Rate including Extra carriage and difference of rate of Bricks

Minimum Landing Rate including Extra carriage and difference of rate of S.Ballast

Minimum Landing Rate including Extra carriage and difference of rate of Crushed bajri12/13.2mm

Minimum Landing Rate including Extra carriage and difference of rate of Crushed bajri 10/11.2mm

Disposal of surplus soil excavated from CC/RCC fdsn i/c loading unloadiing & disposal up to 0.5 km - 1.00 km

Fixing of templates along with fdn. Bolts as per drawing

S/H/Placiing of Ferro-cement trench cover,frame of size given below made of MS flat 50 x 3 mm with 6 mm dia bars at 4.5" & 9' welded to flat with lifting hooks as per Drg.No CW/DS-2537-R/5 & CE /DS-2420-R/3 complete Trench-1-T1,T2 Size 3'-4" x 1'-6"

S/H/Placiing of Ferro-cement trench cover,frame of size given below made of MS flat 50 x 3 mm with 6 mm dia bars at 4.5" & 9' welded to flat with lifting hooks as per Drg.No CW/DS-2537-R/5 & CE /DS-2420-R/3 complete Trench-2-Trench T-3

S/H/Placiing of Ferro-cement trench cover,frame of size given below made of MS flat 50 x 3 mm with 6 mm dia bars at 4.5" & 9' welded to flat with lifting hooks as per Drg.No CW/DS-2537-R/5 & CE /DS-2420-R/3 complete Trench-3Trench-T-4 Size 2'-6" x 1'-9"

P & F MS angle nosiing 50x50x3mm with MS flat 40x6x150mm long cleats @ 1.20 mtr c/c

P&F of various size cable racks

PCC flooring 1:5:10 using 20mm gauge stone agg. Including carriage and total rate of coarse sand and crusher and shuttering

Applying cement slurry on PCC flooring i/c extra carriage rate of F.sand,cement

Supplying & spreadiing of gravel 3/4" nominal size (20MM) in 3" ( 75 MM) thk. Layer in S.Yard area marker or as per directions of engineer incharge i/c levelling & dressing & removal of grass at site

M/s Mukul Kumar Prajapati

Mahesh Kohli Goverment Contractor

Mahesh Kohli Goverment Contractor

M/s Mukul Kumar Prajapati