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| 1 | Item Description |
| 2 | 10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for 10.1.1 Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid mass concrete) |
| 3 | 10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for 10.1.3 Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. |
| 4 | 10.9.2 Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using.10.9.2.2 Tor or ribbed bars (IS :1786) |
| 5 | 11.1.1 Drilling holes of 35 mm diameter for anchor rods.11.1.1.1 i) Upto 1.50 m depth |
| 6 | Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete |
| 7 | Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. |
| 8 | Conducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete |
| 9 | 11.12 Preparation of foundation of structure including removal of all loose stones, silt and final washing.11.12.2 By compressed air & water under pressure |
| 10 | 11.2 Drilling 35 mm to 48 mm dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.11.2.1 Up to 5 m depth |
| 11 | Supplying and lowering into holes and fixing of casing pipes of suitable diameter to enable drilling of minimum 48 mm dia grout holes. |
| 12 | Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flushing or grout after stage grouting including cost of equipment, compressed air and etc. complete. |
| 13 | Normal pressure washing of drilled hole in stages in approved pattern for cleaning of clay, soil and other filler materials from the seams and joints in the foundation rock by establishing connections under pressure with air and water including cost of equipment, accessories compressed air, water, labour, admixtures if any required etc. complete as per specification. |
| 14 | Grouting of drilled holes minimum 35 mm dia with or without packers with cement/ clay and or chemicals (in the form of slurry with water) in prescribed ratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dry weight of ingredients excluding chemicals to be considered ) with a working pressure upto 15 kg/Cm2 (Dry cement consumption) |
| 15 | 12.25 Providing, Fabrication, machining with straightening work of Guide Tee, Track, Sealing frame, Leaf frame or any part of gates, complete as per drawing with testing, including cost of all materials, with machinery, labour, tools and tackles cutting, aligning, welding, finishing, cleaning etc., applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint, etc. complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials.12.25.1 Rate of work with all materials |
| 16 | Providing MS Nut Bolts of required size and type, as per specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete. |
| 17 | Providing High tensile MS Nut Bolts of required size and type, as per specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete. |
| 18 | Providing Stainless steel counter shank nut bolts with washer of required size and type, as per specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete. |
| 19 | 12.30 Providing Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete.12.30.3 Rubber seal musical note type 100mmx44mm x14mm (44mm Bulb) Teflon cladded |
| 20 | 17.5 Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.17.5.2 In cement mortar |
| 21 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.(diametre) 150mm ( Excluding Labour Charges )NP-3 |
| 22 | Cement OPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112(excluding cost of empty bags). |
| 23 | Excavation including loading unloading disposal and dressing ofexcavated rock within initial lead of 50m and lift upto 1.5m in dry ormoist including dressing of excavated area, de-watering whereverrequired complete in all respect.(a) Soft / Disintegrated rock |
| 24 | Excavation including loading unloading disposal and dressing ofexcavated rock within initial lead of 50m and lift upto 1.5m in dry ormoist including dressing of excavated area, de-watering whereverrequired complete in all respect.(b) Hard rock not requiring blasting |
| 25 | Excavation including loading unloading disposal and dressing ofexcavated rock within initial lead of 50m and lift upto 1.5m in dry ormoist including dressing of excavated area, de-watering whereverrequired complete in all respect.(c)Phylite & other hard rock requiring nominal blasting |
| 26 | Excavation including loading unloading disposal and dressing ofexcavated rock within initial lead of 50m and lift upto 1.5m in dry ormoist including dressing of excavated area, de-watering whereverrequired complete in all respect(d)Hard rock (dry or moist) requiring blasting (where hardness of rock ismore than 2) including disposal of excavated material in the designatedspoil bank / embankment, dressing of excavated material and dewateringwith all leads & lifts of excavation and disposal. The contractor is free touse the usable excavated stone else where for which any transitionexpenditure & royalties, tax etc if required to be paid then it will beliability of contractor as the cost of usable stone has already beendeducted from the rate |
| 27 | Removal of slit/soil/earth, sand, pebbles, Malba, debris, rubbish, stonepebbles & obstruction deposited in canal bed up to design line grade andsections having design due to erosion/scour/slips in canal banks/siltingwith or without bushes and weeds etc. in dry or moist condition fromcanal bed including dewatering, loading unloading and disposal atsuitable place as directed by Engineer in charge with initial lead of 50m.and lift upto 1.5 m with proper dressing on canal bed complete in allrespect(c) For depth above 30cm. |
| 28 | Re-handling of excavated material including loading unloading anddressing within initial lead of 50 m and lift of 1.5m with cost of dewatering wherever required and all applicable taxes and levies etc.complete in all respect(c)Rock |
| 29 | 9.11 Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.9.11.1 PCC Nominal Mix 1:2:4 with plum, 9.11.1.1 Max size of Aggregate 80 mm, |
| 30 | 9.6 Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto9.6.4 20 mm |
| 31 | 9.8 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto9.8.3 40 mm Please Enable Macros to View BoQ information |
