Const of 2 No DC 220 kv Rajpura Bays and allied civil works at 220 kv SS Bassi Pathana.

CSR ITEMS

Stacking within 15 metres of the unloading points into stacks of specified sizes. Pitching stones, spalls brick bats building stone ballast, stone metal, sand bajri and shingle.

Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed with in lead of 30 metres

Dismantling concrete or precast concrete. Cement concrete plain 1:4:8 or 1:5:10

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centring and shuttering for columns (Square or rectangular or poly gonal in plan)

Cement Concrete 1:6:12 With stone aggregate 40 mm gauge mixing by mechanical means using concrete mixer volumetric type

Cement Concrete 1:5:10 With stone aggregate 40 mm gauge mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:2:4 With stone ballast or shingle mixing 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 foundation 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

Labour for spreading of gravel (used only for already available bajri collected and stacked from site at the start of work)

First Class burnt brickwork 1:6 in foundation and plinth

First Class burnt brickwork 1:5 in foundation and plinth

115 mm thick brick wall laid in cement mortar 1:4 without reinforcement in foundation and plinth

25 mm thick conglomerate floor 1:2:4 (using mechanical mixture for mixing of material)

12.5 mm thick CP 1:4

12.5 mm thick CP 1:5

Cold Twisted Deformed (Ribbed/ TOR Steel) Bars Fe 500 grade as per IS 1786-2008), for RCC works, where not including in complete rate of RCC including bending and placing in position complete (labour rate)

Fixing of tempelate

Spreading of 20 mm crusher in the yard area upto 3" height including carriage of material up to the site

4.81 mm thick slurry on PCC Flooring i/c extra carriage of F.Sand but excluding extra carriage of cement

PCC Flooring 1:5:10 using 20 mm gauge stone aggregate including carriage and total rate of Coarse sand and crusher and shuttering but excluding carriage and cost of cement

Extra carriage of Cement (beyond 5 kms)

Extra carriage of Steel (beyond 5 kms)

Landing rate including Extra carriage of F.Sand (beyond 5 kms) (

Landing Rate including Extra carriage and Difference of rate of Coarse Sand

Landing Rate including Extra carriage and Difference of rate of Stone Ballast

Landing Rate including Extra carriage and Difference of rate of Crushed stone 13.2/12mm

Landing Rate including Extra carriage and Difference of rate of Crushed stone 11.2/10mm

Landing rate including Extra carriage and difference of rate of Bricks (beyond 5 kms)

Disposal of surplus earth

S&F of M.S Cable Racks

Supplying, hoisting and placing of ferrocement trench covers, frame of size given below made of MS Flat 50x3mm with 6mm dia bars at 41/2" and 9" c/c welded to flat with lifting hook as per Drg. No. CW/DS2537 R5 and CS/DS2420 R3 complete of size 2'6" x 1'9"

Brick on end edging Providing and laying of 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 50mtr complete as per Punjab PWD specifications

MANJIT POWER & PROJECTS PVT LTD

G.S.Construction Co.

Mahesh Kohli Goverment Contractor