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| 1 | Dismantling concrete Cement concrete plain 1:2:4 MIX |
| 2 | 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. |
| 3 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (PCC-M10) |
| 4 | Plain/ReinforcedCementConcrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump |
| 5 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m |
| 6 | Plain/Reinforced CementConcrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump |
| 7 | Plain/Reinforced CementConcrete in sub-structure complete as per Drawing and Technical Specifications. RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump |
| 8 | Cement concrete 1:4:8 with stone ballast 20 mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 9 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads |
| 10 | Extra for laying earthwork as per specifications for compaction in 20 cm. Layers and dressing including cost of rolling and watering |
| 11 | Dressing side slopes and preparation of sub grade for lining. |
| 12 | Putting 1:3 (Cement:water) cement slurry with cement @2.25kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 13 | Cement concrete lining 75mm. thick or less 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 with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) |
| 14 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications. |
| 15 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 150mm x 150mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming. |
| 16 | First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth |
| 17 | 10mm thick Cement Plaster 1:3(side walls) |
| 18 | 10mm thick cement plaster 1:3 on floors. |
| 19 | Providing and laying of Filter media with granular materials/stonecrushed 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 and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 20 | Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 21 | Providing skin plate of Gates of desired shape and size complete in all respect and to entire satisfaction of engineer in-charge. |
| 22 | Providing and fixing Structural Steel work complete in all respects and to entire satisfaction of Engineer-in-charge |
| 23 | Providing & fixing of Galvanized nut & bolts of all size & length required. |
| 24 | Providing and Fixing in Position of flat/wedge seal including preparion of surfacecomplete in all respects and to entire satisfaction of Engineer-in-charge size75x12 mm |
| 25 | Providingof hollow bulb seal( Side Seal ) and fixing of position including prepration of the surface complete in all respect and entire satisfaction of engineer in charge 44 MM DIA 100/44 |
| 26 | M.S Spindle with double start or triple start threading 11‘ Height 1/3/4\\" dia. (i) up to 1.50 ton capacity |
| 27 | Providing chequred plate thick of desired shape andsize complete in all respect and to entire satisfaction of engineer in-charge. 8mm |
| 28 | Providing and fixing GI pipe of dia complete in all respect and to entiresatisfaction of engineer in charge |
| 29 | CI Housing Cover with WORM AND worm wheel assembly shaft ,Handle GM Bust with triple start threading inside for spindle complete including labour charges |
| 30 | Fillet Welding with high strength steel rods complete in all respects and to entire satisfaction of enginer incharge (i) 6 mm wide. |
| 31 | Commissing and testing of gates at site complete in all respects and to entire satisfaction of enginer incharge |
| 32 | Supply of Grease 1 KG PACK |
| 33 | Supply of mobile oil.(1 LTR) |
| 34 | Drilling/Boring hole including rimming complete in all respects and to entire satisfaction of Engineer in chief |
| 35 | Finishing with epoxy paint two or more coat at all locations prepared and applied as permanufacturer specifications complete. |
| 36 | Applying priming coat with metal primer on new steel or iron work i/c preparation of surface. |
| 37 | Supply and fixing of common shaft duly machined at site complete in all respect |
| 38 | Fixing of coupling for common shaft with supply of spindle shaft coupling rods and cover complete in all respect |
| 39 | Providing S.S plate of Gates of desired shape and size complete in all respect and to entire satisfaction of engineer in-charge. |
| 40 | Dismantling brick work tile, masonry or tile lining (b) In cement |
| 41 | Any Other Item Please Enable Macros to View BoQ information |
