C/o Retaining wall for protection of Damaged road from cowshed to Jai Mata Industry, village Sattiwala. (SH C/o Retaining wall, Road crust etc.), C/o Damaged Retaining wall near Rest House Manjhotu, C/o Damaged drain village Jharmajri.

Amount

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Providing and laying cement concrete 1:4:8 (1 cement :4sand :8 graded stone aggregate40 mm nominal size) and curing complete including cost of centering and shuttering in foundation and plinth including carriage of materials within all leads and lifts complete in all respect.

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.

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

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)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.

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 1)Granular material.

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 heavy duty precast cement conrete interlocking block pavements having thickness as per draings and Technical specification clause 1504 ( sub-base of concrete floor to be paid for separtely) . 80mm. thick I.S.I. interlocking blocks.

Sukhdev Singh Govt. Contractor

SIMRAT CONSTRUCTION

mangla constructions