Hansi Branch from RD 0 to 15000

Amount

Excavating, supplying and filling of local earth (including royalty) by mechanical transport with lead 1km & lift also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete as per (HSR item No. 4.33)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge.(HSR item No. 4.12)

Dismentling cement concrete 1:3:6 in cement work old HSR No. 8.6(c) in cement mortar

Dismentling brick work in cement mortar old HSR Item No. 8.5(b)

Laying Design mix C.C. of grade M-15 C.C lining of 125 mm thick in side slope with censored paver machine (latest technology) weight batching and mixing plant ,transportating ,vibrating ,providing & fixing pvc strip joints by using Machenical contrivance ,smooth ,finishing ,curing lining by spraining pigment liquid memberane curring compound ,including dewatering ,pumping out of water caused by spring and subsoil water, rainwater canal leakage etc. and lowering of SSWL, whenever required and cost of all material ,labour ,machinery lifts and delifts of all material including water and comapacting in side slope and aplication of 10mm thick plaster 1:5on the prepared wet subgrade in side slope, collecting debris and disposed off collected material outside the channel as per approved drawing and specification & relevant IS code (latest revision ) and as directed by Engineer in charge including cost of sampling testing of finished work and all type of water arrangement completein all respect unit .

Laying Design mix C.C. of grade M-15 C.C lining of 125 mm thick in bed with censored paver machine (latest technology) weight batching and mixing plant ,transportating ,vibrating ,providing & fixing pvc strip joints by using Machenical contrivance ,smooth ,finishing ,curing lining by spraining pigment liquid memberane curring compound ,including dewatering ,pumping out of water caused by spring and subsoil water ,rainwater canal leakage etc. and lowering of SSWL , whenever required and cost of all material ,labour ,machinery lifts and delifts of all material including water and comapacting in bed and aplication of 10mm thick plaster 1:5 on the prepared wet subgrade in bed ,collecting debris and disposed off collected material outside the channel as per approved drawing and specification & relevant IS code (latest revision ) and as directed by Engineer in charge including cost of sampling testing of finished work and all type of water arrangement completein all respect unit .

Centering and shuttering including strutting, propping etc. and removal of form work for foundation, footing and bases of columns Complete as per (HSR Item NO. 6.29.1)

Providing and laying in position ready mixed plain cement concrete of grade M-15 with minimum cement content 240 Kg. per Cum,, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge complete as per (HSR Item No. 6.22.2.2.)

Steel reinforcement thermo mechnical treated bar of grade fe-500 or more for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level complete as per (HSR Item NO. 6.33.6, 6.34.6 )

Brick work in cement mortar 1:3 with common burnt clay non modular bricks of class designation 7.5 in foundation and plinth in complete as per (HSR Item NO. 7.20.1)

Providing PVC Seal as per IS : 12200 of 1987

D/D Credit for material recovered from Dismantling of brick work

M/s Bishan Parkash and Company

M / S DAYANAND CONTRACTOR

DURGA ENGINEERS AND EARTH MOVERS

m/s omparkash contractor

meharchand

M/s Shivji Singla and Sons