Rehabilitation of Narnaul Branch from Km. 21.488 to 29.500

Amount

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material as per direction of Engineer-in-charge in cement mortar( HSR Item no-5.7.4)

Demolishing R.C.C work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material as per direction of Engineer - incharge.(HSR 5.25)

Providing & placing design mix concrete of grade M-15 with minimum cement content 240kg/cum, 100 mm thick in curve portion and side slope, mixing. transporting and vibrating and smmoth finishing curing of lining by water striking of joints watering and brushing the lined surface on side slopes including dewatering/pumping out of water caused by rain water required and including cost of all materials ,labour ,masonry watering and compacting side slopes including collecting debries ans disposed of collected materials outside the channel as per approved design and specificationsand as per directions of Engineer-in-charge with uniform paver (HSR No. 14.10.2.2)

Providing and laying in position ready mixed plain cement concrete, 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 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum)(HSR Item no - 6.22.2.2)

Washing concrete surface scrubbing with brushes including preparing and laying slurry. (old HSR item No. 10.119)

12 mm cement plaster of mix 1 :4 (1 cement: 4 fine sand) (HSR item No. 11.5.3)

Filling expansion joints, with special impervious hot pour, 12..5 (HSR No. 6.5.8)

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, All kinds of soil as directed by Engineer-in-charge. (HSR Item no- 4.14.1)

Painting and printing letters on Sign board at RD km 21.488,21.800,23.145,24.269,24.292,25.275,27.153,27.800,29.153

Clearing jungle including uprooting of rank vegetation, grassbrush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared and clear grass & removal of rubbish upto 50M (HSR No. 4.2)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level 1:3:6 (1 Cement : 3 coarse sand (zone-Ill): 6 graded cum stone aggregate 20 mm nominal size)(Hsr item no-6.1.4)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 graded stone aggregate 20 mm nominal size)(HSRItem no- 6.14.1)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR item no-15.6.3)

Making hole 15mm dia 300mm deep for fixing 12mm dia steel bar for connecting crush barrier & existing slab

Steel reinforcement 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 Cold twisted bars (HSR item No. 6.33.3)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies( HSR Item no - 6.30.3)

Centering and shuttering including strutting, propping etc. andremoval of form for foundation ,footing base of colume mass concrete(HSR Item no- 6.30.1)

White washing 2 coats on new surface(hsr no-11.61)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)( HSR No. 6.1.1)

Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, atering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roadsearthwork to be done by villagers)

Providing and Laying 80 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. (HSR No. 17.69.2) in mix cement M-40 over bed of 30mm

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 .(HSR 4.32) (for Dowel making)

Credit of steel (Rate quoted by agency not less than DTR)

Credit of Bricks & Bats (Rate quoted by agency not less than DTR)

Krupanidhi Construction

M/s Bishan Parkash and Company