Construction of Field Path at RD 31500 of Low Level Machaki Minor

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (Depth upto 3 m)

PCC 1:3:6 with 40 mm nominal mix

Laying Reinforced cement concrete (M-15) in sub structure ( using Batching Plant mix ) as perdrawing and Technical specifications. (Height upto 5 m) including centring shuttering

Laying Reinforced cement concrete (M-25) in sub structure ( using Batching Plant mix ) as perdrawing and Technical specifications. (Height upto 5 m) including centring shuttering

Laying Reinforced cement concrete (M-30) in sub structure ( using Batching Plant mix ) as perdrawing and Technical specifications. (Height upto 5 m) including centring shuttering

Laying Reinforced cement concrete (M-40) in super structure ( using Batching Plant mix ) as perdrawing and Technical specifications. (Height upto 5 m) including centring shuttering

Providing and fixing drainage spout complete as per drawing and Technical specification.

HYSD Bars as per IS 1786-1985, for R.C.C works, including in the complete rate of RCC including bending and placing in position complete.

Providing and laying filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall/return wall to the full height compacted to a firm condition complete as per drawing and Technical specification.

Providing weep holes in brick masonry/Reinforced concrete abutment, wing wall/return wall with 100 dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Drawing and Technical Specifications.

Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 Litre for 2 sqm.

Extra for laying earth as per specifications for Compaction of earth in 20 cm layers, dressing, watering the earth and rolling to specifications. (For ramps)

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing upto 1.50 m depth.

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes.

Cement concrete lining 60mm thick laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/Cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII).

Providing and Laying cement concrete (M 15) mixed in automatic computerized batching and mixing plant and transported to the site in transit mixer i/c S/o and C/o and loading unloading of all material complete in all respect as per PWD specification and Engineer incharge ( For coping )

Providing and Laying cement concrete (M 15) mixed in automatic computerized batching and mixing plant and transported to the site in transit mixer i/c S/o and C/o and loading unloading of all material complete in all respect as per PWD specification and Engineer incharge ( For Sleepers )

Filling Contraction Joint with sealing compound including supply and carriage all material complete in all respect.

Filling Expansin joints with special impervious hot pours 12.50 mm wide including S/O and C/O and loading and unloading complete in all respect.

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply suportsd spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and technical specifications.

Using high intensity microprismatic grade retro reflective sheeting Type XI per ASTM D 495609 and as per IRC 67 2012.

Supplying fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications.(CSR No. 21.33)

Providing & fixing 25 mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications.

Any Other Item(CSR+SP)

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