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| 1 | Providing skin plate of Gates (8mm) of desired shape and size complete in all respect and to entire satisfaction of engineer in-charge. |
| 2 | Providing and fixing Structural Steel work complete in all respects and to entire satisfaction of Engineer-in-charge |
| 3 | Providing & Fixing MS Plate of various sizes complete in all respect and to entire satisfaction of engineer in-charge. |
| 4 | Brass Casing as per IS specification & grade complete in all respect and to entire satisfaction of engineer in-charge. |
| 5 | Providing of 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 120/44 |
| 6 | Providing and Fixing in Position of flat/wedge seal including preparion of surface complete in all respects and to entire satisfaction of Engineer-in-charge size 75x10mm. |
| 7 | Supply of Multipurpose synthetic Grease Complete in all respects and to entire satisfaction of engineer-in-charge. |
| 8 | Supply of Multigrade Mobile oil 10w-40 or 10w-50 Complete in all respects and to entire satisfaction of engineer-in-charge. |
| 9 | Providing High Speed Diesel |
| 10 | Applying priming coat with metal primer on new steel or iron work i/c preperation of surface. |
| 11 | Finishing with epoxy paint two or more coat at all locations prepared and applied as per manufacturer specifications complete. |
| 12 | Fillet Welding with high strength steel rods complete in all respects and to entire satisfaction of enginer incharge (i) 6 mm wide. |
| 13 | CI Housing Cover with worm & worm wheel assembly shaft ,Handle GM Bust with triple start threading inside for spindle complete including labour charges |
| 14 | Providing and Fixing MS Spindle upto 1.5 Ton Capacity |
| 15 | Commissing and testing of gates at site complete in all respects and to entire satisfaction of enginer incharge |
| 16 | Dismantling brick work tile, masonry or tile lining (b) In cement |
| 17 | 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) (Mechanical means) |
| 18 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (M-10) |
| 19 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications F RCC Grade M-25 Height upto 5m (ii) WithBatchingPlant,Transit Mixer and Concrete Pump |
| 20 | Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical meansusing concrete mixer volumetric type (M-7.5) |
| 21 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe-500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 22 | Back filling behind abutment, wing wall and returnwall completeasper drawing and Technical Specification Sandy material |
| 23 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications E. RCC Grade M-20 Height upto 5m (ii) With Batching Plant,Transit Mixer and Concrete Pump |
| 24 | Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical meansusing concrete mixer volumetric type |
| 25 | Boulder Apron Laid in Wire Crates A. Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 percent extrafor laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates |
| 26 | Dressing of earth work New work or remodeling work. Unit |
| 27 | 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. |
| 28 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M15 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) |
| 29 | Providing and laying cement concrete M-15 for coping mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications |
| 30 | Dressing side slopes and preparation of sub grade for lining. |
| 31 | Drilling/Boring hole including rimming complete in all respects and to entire satisfaction of Engineer-in-charge |
| 32 | Alloy steel casting as per I.S specification & grade complete in all respects and to ensure satisfaction or engineer charge |
| 33 | Any Other Item Please Enable Macros to View BoQ information |
