Balance work of road to shamshanghat, Bated, Balance work of channelization of Nalla Near park, Bated, G.P. Barotiwala, C/o slab culvert near park, Bated.

Amount

Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed: Pick and Jumper work

Wire crates of G.I. wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately).

Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetaly) G.I. Wire 4mm thickcorresponding to SWG-8 15cm. x 15cm. mesh. Corres ponding to SWG-8 15cm. x 15cm. mesh.

Providing and laying cement concrete 1:4:8 (1 cement :4sand :8 graded stone aggregate 40 mm nominal size) and curing complete including cost of centering and shuttering in foundation and plinth

Providing and laying plain / reinforced concrete in open foundations complete as per drawing and technical specification clause 802 ;803; 1202 and 1203 P.C.C. grade-M-10 (i) Nominal mix 1:3:6 including the cost of centering and shuttering in open foundation.

Providing weep holes in brick masonary/stone masonary, plain/ reinforced concrete abutment , wing wall, return wall, with 100mm dia PVC pipe extending through the full width of the structures with slope of 1(V) 20 (H) towards drawings face complete as per drawing and technical specifications clauses 614,709,1204.3.7

Back filling behind abutment , wing wall and return wall complete as per drawings and Technical specification Clause 1204.3 .8

Excavation in drains and channels etc., in earth work including dressing of side and bed and disposing of excavated earth upto a lead of 20 metres and lift upto 1.50 metres disposed earth to be levelled and neatly dressed: (Pick Jumper work)

Providing concrete for plain/rainforced concrete in open fondations complete as per drawings and technical specificationbs clause 802, 803, 1202 & 1203. III. P.C.C. grade M 20 i) Nominal mix (1:2:4)

Plain/reinforced cement concrete in substructure complete as per drawings and Technical specification Clauses 802,804,805,806,807,1202 & 1204. RCC Grade M20 ( 1:1.5:3 upto 5 mtrs height )

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002 , 1010 and 1202

Construction of RCC railing of M-25 grade in cast-in-citu with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 center to center spacing between vertical poste not to exceed 2000mm as per drawing and Technical Specifications Clauses 800,900 and 1208.3

Providing and fixing 100 mm dia drainage water spourts 3.50 mtrs. CC.(SR.13.10)

Providing and laying C.C wearing course M-35 grade for reinforcement.

Mohan Singh Govt. Contractor

NARESH KUMAR

karamveer govt. contractor