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| 1 | Ordinary jungle clearance of both banks of runningnors and drains withdischarge upto 9cum/s including boundary road.Complete in all respec as asper drawings, drawings,designs, designs, specifications speciticat andinstructions of Engineer- in-charge For Discharge upto 1.5 cum/s. |
| 2 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side flinesdae slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Complete in all respect as iper drawings, designs, specifications and instructions of Engineer-in-charge. |
| 3 | Excavation of Soil using Hyraulic Excavator and hydraulin Tractor Trolly hydraulhe Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations у ansporting to the emoansiient locanons with all lifts and leads. Complete in all respect as per drawines designs, specificationa and instructions of Engineer-in-charge. a) Disposal/carraige from0 upto 450m. |
| 4 | b) Disposal/ carraige additional beyond 450mupto IK |
| 5 | c) Disposal/carraige for 4 km |
| 6 | Compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.a)Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling |
| 7 | b)Extra for watering the earth/fly ash laid in 20 cm layersas per specifications for compaction |
| 8 | c)Extra for rolling to specifications. |
| 9 | Dressing bed and preparation of sub grade for lining Complete in all respect as per drawings,designs specifications and instructions of Engineer- in-charge |
| 10 | Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings designs sneeifications and instnicions o Foieerincharge |
| 11 | Dressing of earth work for New work or remodeling work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer-in-charge |
| 12 | Earthwork for lip cutting for lining of irrigation channels inctusive of all allowanee, lead and dressing Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge a)For 0 to 1.5 m depth. |
| 13 | Earth work in excavation in foundations trenches etc. in |
| 14 | Filling expansion joints with special impervious hot pour 12.5mm wide Complete in all respect as per drawings designs, specifications and instructions of Engineer- in-charge |
| 15 | cement concrete lining 75 mm thick or less laid manually for irrigationchannels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching ing && Mixing Plant and transported to the site in transit mixers with an averagelead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII).Complete in all respect as per drawings designs, specifications and instructions of Engineer- i |
| 16 | Providing, Laying and fixing of DI-dk-7 pipe of 150 mm dia outlet Non petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. |
| 17 | Providing, Laying and fixing of DI-dk-7 pipe of 150 mm dia outlet petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. |
| 18 | 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 3 m) |
| 19 | Back filling behind abutment, wing wall andreturn wall complete asperdrawing and TechnicalSpecification. Sandy material. |
| 20 | Plain cement concrete 1:3:6 nominal mix in foundationwithcrushed stone aggregate 40 mm nominal size·32mechanically mixed, placed in foundation andcompacted by vibration including curing for 14 days. |
| 21 | Plain/Reinforced Cement Concrete in Open Foundationcomplete as perDrawing and Technical Specifications.RCC Grade M25 With Batching Plant, Transit Mixer |
| 22 | Plain/Reinforced cement concrete in sub-structure (RCC Grade M25) |
| 23 | Supplying, fitting and placing HYSD bar reinforcumcement imper-structurecompleteas per drawing and technical specifications. |
| 24 | Dressing Side slopes and prepration of Subgrade for lining |
| 25 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 26 | Plain/Reinforced Cement Concrete in Open Foundation complete as perDrawing and Technical Specifications. RCC Grade M30 With Batching Plant, Transit Mixer and Concrete Pump |
| 27 | Plain/Reinforced cement concrete in sub-structurecomplete as per drawingand Technical Specifications(RCC Grade M30) |
| 28 | Provision of an Reinforced cement concrete crash Barrier at the edges of theBridge,road, approaches to bridge structures and medians, constructed with M-40 concrete, as per dimensions in theconcrete, as per dimensions in the grade PWD stanadard drawing No27 form work but excluding steel reinforcementand at locations directed by the but excluding steel reinforcementand at locations directed by the Engineer,all as specified-with Engineer, all as specified-with concrete mixtureconcretemixture |
| 29 | Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth ofjoint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traftic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and |
| 30 | Providing and applying 2 coats of waterbased cement paint to unplastered concrete surface after cleaning the surface of dirt,dust, oil, grease,efflorescence and applyingpaint @ of 1 litre for 2 sqm |
| 31 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight-10 mmdepth (contraction Joint) Please Enable Macros to View BoQ information |
