Remodelling of Siwani Canal from RD 44400 to 75600

Amount

Design mix of grade M-15 ) with minimum cement contents 240 Kg/Cum, 100 mm thick in curve portion and side slopes , including cement 10 mm cement plaster 1:5, with out concrete paver. Concrte thickness of lining as per IS 3873: 1993 HSR item No.10.64, 19.2, 19.15, 15.6,

Design mix of grade M-15 ) with minimum cement contents 240 Kg/Cum, 100 mm thick in BED, including 10 mm cement plaster 1:5,without concrete paver. Concrte thickness of lining as per IS 3873: 1993 HSR item No.10.64, 19.1,15.6 & 19.15

Design mix of grade M-15 with minimum cement contents 240 Kg/Cum, complete (HSR 10.64)

Ist class brick masonry in 1:4 cement sand mortar in foundation and plinth complete as per HSR-11.4

Dismantling of brick masonry laid in cement sand mortar and sorting & stacking of serviceable materials in stacks with in 100 mtrs distance and disposal of waste material from the site as per direction of Engineer Incharge compete as per HSR 8.5 b

Dismantling of cement concrete 1:6:12/1:4:8 and sorting &stacking of serviceable materials in stacks with in a distance of 100 mts and disposal of waste material from the site as per direction of Engineer Incharge complete as per HSR 8.6 a

E/work excavation in foundation and trenches etc in all kind of soils, not exceeding 2 mtr depth, inclding dressing of bottom and sides of trenches, ,complete as per HSR 6.6

Filling expansion joints with special imprevious hot pour 12 mm wide complete as per HSR-19.17

Bending binding and placing of Fe-500 TMT steel bars for RCC work complete as per HSR-18.22

E/work excavation in all kind of soils including breaking of clods and dressing with all leads and lifts up to 495 mtr and all other allowances complete as per approved drawing/design and P.W.D.specifications

Extra allowance for compaction of earth to the specification bring the earth in to suitable optimum moisture contents with the use of water bowers, laying the earth in to 25 CM layers and rolling earth with road roller/sheep foot roller and tractor or any other like machinery under suitable moisture contents with desired field density complete as per approved design/drawing as per HSR 6.2g(1 ii v)

E/work excavation in all kind of soils including breaking of clods and dressing with all leads and lifts up to 30meter and all other allowances complete as per approved drawing/design and P.W.D.specifications as per HSR 6.2b,c,6.3a,

1st class brick masonry in cement sand mortar 1:3 in foundation and plinth, including supply of all materis as per HSR11.5

Making Centering and shuttering of faces of RCC slab for bridges i/c cost of all materials and T & P articles required for the work complete in all respect. (HSR 9.18 b)

Dismantling of RCC.1:2:4 i/c cleaning and straightening and cutting of bars if required, sorting and stacking of all serviceable materials with in 100 mtr distance.complete as per HSR 8.6 e.

Dismantling of pucca road i/c soling, wearing coat, screening and sorting & stacking of all serviceable materials with in 100 mtr distance complete as per HSR 24.37

Restoration of pucca road cut in level in the existing road surfece i/c preparation of sub grade, laying and relaying of soling, laying and consolidation of wearing coat to water bound macadam specifications , laying 20 mm thick premix carpat on top i/c cost of track and seal cost with supply and carriage of all required materials complete in all respect as per HSR 24.38

Design mix cement concrete of grade M-25 with minimium cement conents 300 Kg per cum in in RCC work complete as per HSR-10.66

Making shuttering of faces of concrete as per approved drawing and design i/c cost of all materials and T & P articles required complete in all respect. (HSR 9.13)

Cement concrete 1:3:6 with 20 mm nominal size of stone aggregate in foundation and plinth, including supply of all materis complete as per HSR 10.40

Providing Gates & Gearing at HR (NS) @ 56000

Providing & fixing RCC 1:2:4 K.M. Stone of standard design complete (HSR 10.129 ii)

Providing & fixing RCC 1:2:4 Boundary Pillars of standard design complete (HSR 10.131)

Dry brick on edge on paving (HSR-14.20)

Dismantling of dry brick masonry (HSR 8.5 b)

Supply & fixing of RS Joists 7.5"x24" independently with out cutting and connecting with plates complete as per HSR-18.1

Supply of wooden sleepers (NS)

Credit for Old Brick masonry

Credit for surplus earth

Credit for Old Steel Bars

Credit for Old Tile work

Credit for old RS Joists (@ 90% of Supply Rate) 6068.70x90% =5462

Credit for old wooden sleepers (@50% of Supply rate)

m/s omparkash contractor