Const of addl 20 mva transformer plinth and allied civil works at 132 kv sub station nakkian

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 with compaction including disposal of surplus soil as directed within lead of 30 metres

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

Centering and shuttering for faces of walls, parititions, retaining walls and the like (vertical or battering) including attached pilasters buttresses, etc.

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

Cement concrete 1: 6: 12 with 40 mm stone aggregate ii. Using by mechanical means using concrete mixer volumetric type

Cement concrete 1: 5: 10 with 40mm stone aggregate ii. Using by mechanical means using concrete mixer volumetric type

Cement Concrete 1:4:8 (b) with 40 mm gauge stone aggregates mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1: 2: 4 with stone ballast or shingle ii. Using by mechanical means using concrete mixer volumetric type

Reinforced Cement Concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundatoin and plinth

Reinforced Cement Concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in superstructure

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

115 mm thick brick wall in cement sand mortar 1:4 wihtout reinforcement in foudnations and plinth

Conglomerate floor 25 mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material

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

12.5 m thick CP 1:3

20 mm thick CP 1:4

Steel work fixed independently without connecting plates including cutting, hoisting and fixing in position Rail for Transformer Plinth

Cold twisted deformed (Ribbed/ TOR steel) Bars (Fe 500 grade as per IS 1786-2008), for RCC works where not including in the complete rate of RCC including binding, bending and placing in position complete

Compacting original ground below road crust a) loosening, levelling and compacting original ground up to a level of 500 mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications

Water Bound Macadam II (without screening for low volume Roads/ undersigned Roads Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications

Landing Rate of Coarse Sand including extra carriage and difference of rates

Landing Rate of Fine Sand including extra carriage

Landing Rate of Cement including extra carriage

Landing Rate of Steel including extra carriage

Landing Rate of Bricks including extra carriage and difference of rates

Landing Rate Crushed bajri 12/13.2mm including extra carriage and difference of rates

Landing Rate Crushed bajri 10/11.2mm including extra carriage and difference of rates

Landing Rate of S.Metal including extra carriage and difference of rates

Landing Rate of WBM Stone Grade II

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 T-3 of size 2'-2" x 2'-2"

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-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

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 including complete rate of material and carriage up to site

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

Brick on end edging Providing and Laying brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50 metres complete as per Punjab PWD Specifications

Providing and fixing MS Cleats 65x65x6 mm -19 mm for T/F Plinth

Providing and Fixing Base Plate 235x220x12 mm for T/F Plinth

Providing and Fixing 12 mm dia 300 mm long bolts

Providing and fixing angle iron nozing made out of 50x50x6mm Angle iron for T/F Plinth

Providing 75 mm dia AC Pipe in transformer plinth

Mahesh Kohli Goverment Contractor

PAUL AND COMPANY

INDO ENGINEERING WORKS