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| 1 | Filling the available good earth in trenches, plinth, sides of foundation, rain cuts, temporary bund, depressions, scouring of bund area etc in layers not exceeding 20cm depth and all lift including carriage of earth/ ash by mechanical transport including loading,unloading and stacking, watering, ramming by hand rammer including all labour, materials, tools and tackles etc complete and as per direction of Engineer ln charge for a lead up to 50 m (soil to be transported from soil stack) |
| 2 | Carriage of Materials by Mechanical Transport - For a Lead upto 1 Km for Material Earth |
| 3 | Carriage of Materials by Mechanical Transport - For a Lead upto 2 Km for Material Earth |
| 4 | Carriage of Materials by Mechanical Transport - For a Lead upto 3 Km for Material Earth |
| 5 | Carriage of Materials by Mechanical Transport - For a Lead upto 4 Km for Material Earth |
| 6 | Carriage of Materials by Mechanical Transport - For a Lead upto 5 Km for Material Earth |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge (Pond ash may be used for forming roads inside ash dyke so dump deployment has been deducted in DSR rate)-All kinds of soil |
| 8 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared. |
| 9 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 12 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Thermo-Mechanically Treated bars |
| 18 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 19 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with ::Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 20 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like.:Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 21 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 22 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete: 40 mm thick with 20 mm nominal size stone aggregate |
| 23 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 24 | Lettering with black Japan paint of approved brand and manufacture |
| 25 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Two coats. |
| 26 | Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. |
| 27 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 28 | Supply & stacking at site for Road Repair : 63 mm to 45 mm size stone aggregate |
| 29 | Supply and stack of good earth |
| 30 | Supply & stacking at site for Road Repair : Moorum |
| 31 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 32 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge : Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 33 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. |
| 34 | Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately). |
| 35 | 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Stone aggregate 20 mm nominal size |
| 36 | 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Stone aggregate 40 mm nominal size |
| 37 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 38 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 39 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :450 mm dia RCC pipes. |
| 40 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 600 mm dia RCC pipes. |
| 41 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete: 900 mm dia RCC pipes. |
| 42 | Deployment of Tractor with trolley for different maintenance related activities as directed by EIC including the cost of driver, lubrication and fuel charges etc complete |
| 43 | Supplying water tanker of minimum 6000 liters for watering the grass turf sods for the entire length of the Ash dyke bund (3 trips per day) mounted on tractor with driver & filling arrangement including cost of all types of maintenance, spares, lubricant, operator/ driver, road taxes etc... required for.the same and any other cost for watering. The rate is inclusive of the fuel (diesel), driver, potable water etc... complete. (Good water supply is in the scope of the agency) |
| 44 | Providing water tanker for water sprinkling in Ash dyke Roads & on hire basis (8 hours per shift) having minimum capacity of 6KL along with water filling arrangement including cost of all types of maintenance, spares, lubricant, operator/ driver, road taxes etc... required for the same and any other cost for running of vehicle and pump etc including the fuel (diesel), oil etc... complete. (Water to be drawn from NTECL OFL) |
| 45 | Supply and application of herbicide (glyphosate based) in the locations identified after clearing all the vegetations/grass in the area as per the instruction of EIC. (@material usage 3liter for 10000 sqm, hence per 100sqm 30ml) |
| 46 | Providing & placing HDPE bags filled with sand/ash and binding the ends with suitable twine/thread etc including the cost of HDPE bags, labor and placing in position with all leads and lifts complete and directed by EIC. |
| 47 | Deployment of backhoe loader like JCB)/EX-70 poclain excavator decided by EIC for cleaning works, debris clearing, levelling, drain clearing (small bucket attachement will be required) and other such activities as directed by EIC for 8 hours in a day including the cost of diesel and operator. |
| 48 | Supply of un skilled man power for misc. works including tools and tackles for unforeseen works (Man day of 8 Hours) as directed by the ElC |
| 49 | Supply of semi skilled man power for misc. works including tools and tackles for unforeseen works (Man day of 8 Hours) as directed by the ElC |
| 50 | Deployment of qualified civil diploma supervisor for patrolling, dyke inspections, giving daily reports and to attend misc. works in Ash Pond area. |
| 51 | Dry brick pitching including pointing with CM 1:6 in half brick thick in the slopes of the bund for repariring of existing damaged/disturbed/settled brick lining, includingn the cost of removing the disturbed bricks, dressing and manually compacting the underneath surface and arranging the brick lining using the available removed bricks. (Carriage of any excess earth required shall be paid seperatle under relevant items). |
| 52 | Deployment of Poclain for cleaning works, debris clearing,leveling, drain clearing (long boom /short boom arrangement Medium bucket(0.9 to 1.0 m3capacity) attachments will be required)and other such activities as directed by EIC for 8 hours in a day including the cost of diesel and operator. Day |
| 53 | Dry brick pitching including Pointing with CM 1:6 half brick thick in upstream slopes/drains including supply of bricks and preparing the surface complete : 16.12.1 With flyash F.P.S. (non modular) brick of class designation 7.5 |
| 54 | Supplying M-Sand of zone III, as per the directions of EIC |
| 55 | 298-Supply of Stone Aggregate (Single size) : 06 mm nominal size |
| 56 | 296-Supply of Stone Aggregate (Single size) : 12.5 mm nominal size |
| 57 | 294-Supply of Stone Aggregate (Single size) : 25 mm nominal size |
| 58 | 070-Supply and insttallation of Generator 100 KVA/125 KVA as per direction of EIC |
| 59 | 011-Hire charges of Pump set of capacity 4000 litres/hour, include cost of services of operating staff, Cost of lubricating oil, diesel / Petrol/ Kerosene oil , other consumables for running the plant and machinery. |
| 60 | Drilling and fixing of hole of diameter in RCC of any grade- Hole has tobe drilled above 20 mm diameter to 32 mm diameter for required depth for fixing the rebar/rebar in horizontal/over head/ vertical direction. Hole has to be shifted if encountered with any reinforcement during drilling for which nothing extra shall be claimed. |
| 61 | Supply of epoxy resin anchoring compound (Injection mortar)of capsule size upto 500 ml to anchorreinforcment/anchor bolts in accessory concrete structures at all locations |
| 62 | Deployment of 12 MT tipper for 8 hours basis including cost of diesel and operator. Please Enable Macros to View BoQ information |
