Relaying of existing /old gravels over cement concrete base along with new gravels in 220KV yard at 400KV S/Stn, BBMB, Panipat.

Amount

Earth work containing Gravel (in loose form in non cohesive binding material) work in excavation with occasional use of picks exclusive of compensation of earth undressed with combined lead upto 15 metres with percentage of gravel or Kankar. (a) Exceeding 40 % but upto 60 %.

Earth work containing Gravel (in loose form in non cohesive binding material) work in excavation with occasional use of picks exclusive of compensation of earth undressed with combined lead upto 15 metres with percentage of gravel or Kankar. (d) Extra for every 7.5 metres additional lead beyond 15 m. ( For lead of 225 Mtr )

Earth work excavation in ordinary soil, exclusive of compensation of earth:- Earth work undressed with a combined lead upto 15 metres including breaking of clods.

Earth work excavation in ordinary soil, exclusive of compensation of earth lead :- (C) (i) Extra for every 7.50 metres additional lead beyond 15 metres but upto 300 metres. ( For lead of 225 Mtr )

Cement concrete 1:5:10 (b)With stone aggregate 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type.

Screening brick ballast, stone metal, bajri, shingle and Kankar

Stone, Ballast or Bajri washing (labour only) (As per site condition i.e. 50mm gravel available in yard)

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.

Supply of additional gravel/crushed/un-crushed stone metal 40mm Nominal size

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 masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

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

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.

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

12.5 mm thick cement plaster 1:4

Dismantling brick work tile masonary or tile lining. (b) In cement.

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position (c) Tees angles & channels ( Angle 45x45x5mm)

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

Reinforced cement concrete M-20mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Welding by gas or by electric plant, including carriage to and from workshop etc.

Providing cement sand slurry 1:6 ratio over P.C.C. 1:5:10.

Spreading/laying a layer of 100mm thickness of old and new crushed stone/gravel of 20mm-40mm size in 220 KV Yard Area.

Grating size 150mmx100mm approximate complete all respect as per site requirement

Bidder Name

Amount in Words

Chirakshi Construction Co. (BID ID -827581)

NARENDER SINGH CONTRACTOR (BID ID -826417)

ANMOL KATYAL CONTRACTOR (BID ID -827344)

Sandeep Nandal Const Co (BID ID -827659)

Kharb Construction Private Limited (BID ID -827332)

M/s Hari Om Construction Co. (BID ID -827561)

M/s Hari Om Construction Co. (BID ID -827561)

ANMOL KATYAL CONTRACTOR (BID ID -827344)

Sandeep Nandal Const Co (BID ID -827659)

NARENDER SINGH CONTRACTOR (BID ID -826417)

Chirakshi Construction Co. (BID ID -827581)