| 1 | 1 | CARRIAGE OF MATERIALS | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 2 | By Mechanical Transport including loading,unloading and stacking (DSR 1.1) | BI01010001010000000000000515BI0100001113 | | |
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| 3 | 3 | Lime, moorum, building rubbish Lead - 9 km (DSR 1.1.1) | BI01010001010000000000000515BI0100001114 | 1.01 | cum |
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| 4 | 4 | Earth Lead - 5 km (DSR 1.1.2) | BI01010001010000000000000515BI0100001115 | 225 | cum |
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| 5 | 5 | Note: Above (Item no 3 and 4) lead is for RFP estimation purposes only, however actual lead shall be measured and paid as per respective DSR item (±) Quoted percentage | BI01010001010000000000000515BI0100001116 | | |
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| 6 | 6 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: (DSR 2.1) | BI01010001010000000000000515BI0100001117 | | |
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| 7 | 7 | All kinds of soil (DSR 2.1.1) | BI01010001010000000000000515BI0100001118 | 1976 | sqm |
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| 8 | 8 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. (DSR 2.30) | BI01010001010000000000000515BI0100001119 | | |
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| 9 | 9 | All kinds of soil (DSR 2.30.1) | BI01010001010000000000000515BI0100001120 | 12 | each |
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| 10 | 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR 4.1) | BI01010001010000000000000515BI0100001121 | | |
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| 11 | 11 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 4.1.2) | BI01010001010000000000000515BI0100001122 | 405.83 | cum |
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| 12 | 12 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources). (DSR 4.1.10) | BI01010001010000000000000515BI0100001123 | 195.6 | cum |
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| 13 | 13 | Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) | BI01010001010000000000000515BI0100001124 | | |
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| 14 | 14 | Edges of slabs and breaks in floors and walls (DSR 5.9.16) | BI01010001010000000000000515BI0100001125 | | |
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| 15 | 15 | Under 20 cm wide (DSR 5.9.16.1) | BI01010001010000000000000515BI0100001126 | 968.52 | metre |
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| 16 | 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (DSR 6.1) | BI01010001010000000000000515BI0100001127 | | |
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| 17 | 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1) | BI01010001010000000000000515BI0100001128 | 135.82 | cum |
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| 18 | 18 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR 10.1) | BI01010001010000000000000515BI0100001129 | 2990.09 | kg |
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| 19 | 19 | 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. (DSR 10.2) | BI01010001010000000000000515BI0100001130 | 1120 | kg |
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| 20 | 20 | 12 mm cement plaster of mix : (DSR 13.1) | BI01010001010000000000000515BI0100001131 | | |
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| 21 | 21 | 1:4 (1 cement: 4 fine sand) (DSR 13.1.1) | BI01010001010000000000000515BI0100001132 | 816.66 | sqm |
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| 22 | 22 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. (DSR 13.52) | BI01010001010000000000000515BI0100001133 | | |
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| 23 | 23 | On steel work (DSR 13.52.1) | BI01010001010000000000000515BI0100001134 | 6.04 | sqm |
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| 24 | 24 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (DSR 15.7) | BI01010001010000000000000515BI0100001135 | | |
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| 25 | 25 | In cement mortar (DSR 15.7.4) | BI01010001010000000000000515BI0100001136 | 4.53 | cum |
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| 26 | 26 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (DSR 16.1) | BI01010001010000000000000515BI0100001137 | 176 | sqm |
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| 27 | 27 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge (DSR 26.28) | BI01010001010000000000000515BI0100001138 | | |
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| 28 | 28 | 50mm average thickness (DSR 26.28.2) | BI01010001010000000000000515BI0100001139 | 214.04 | sqm |
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| 29 | 29 | 25 mm average thickness (DSR 26.28.3) | BI01010001010000000000000515BI0100001140 | 1216 | sqm |
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| 30 | 30 | Supply and installation of ITF certified (minimum court pace rating 3) 8 layers acrylic system on a cushion layer with Geotextile sheet. The flooring should have application as first layer of primer, second layer of acrylic Resurfacer (Filling and smoothing concrete surfaces. And also fills the surface chips, voids and conceals repairs while providing a smooth surface for color coating. It should have a consumption ratio of 0.046kg/sqft), Third, Fourth & Fifth layer of Unirubber liquid cushion layers at a consumption ratio of 0.10 kgs per sqft all together, Sixth & Seventh layer of Precoat (Quartz filled 100% acrylic latex based textured tennis topcoat with consumption ratio of 0.078 kg/sqft) and Eighth layer of Topcoat (100% acrylic latex polymer & colour coat for the finished surface to protect from UV. It should have consumption ratio of 0.023 kg/sqft). On top of these 8 layers, the line marking should be done with Overline paint (100% acrylic latex based high hiding line paints. It should have consumption ratio of 4 kg/court). The acrylic resurfacer must have silica sand infill to be embedded into it with consumption ratio of 0.065 kg/sqft. All complete as per specifications and to the entire satisfaction of Engineer-in-charge. (NSI-1) | BI01010001010000000000000515BI0100001141 | 5166.04 | Sqm |
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| 31 | 31 | Supply and installation of Moveable Badminton poles complete assemble with Nets, all complete as per specifications and to the entire satisfaction of Engineer-in-charge. (NSI - 2) | BI01010001010000000000000515BI0100001142 | 2 | Set |
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| 32 | 32 | Supply & Installation of Football Goal post fixed in ground type complete assemble with Nets, all complete as per specifications and to the entire satisfaction of Engineer-in-charge. (NSI - 3) | BI01010001010000000000000515BI0100001143 | 1 | Pair |
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| 33 | 33 | Supply and installation of Moveable Volleyball Poles complete assemble with Nets, all complete as per specifications and to the entire satisfaction of Engineer-in-charge.(NSI - 4) | BI01010001010000000000000515BI0100001144 | 5 | Set |
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| 34 | 34 | Supply and Installation of Rowing Machine all complete as per the technical specification & to the entire satisfaction of Engineer-in-charge. (NSI - 5) | BI01010001010000000000000515BI0100001145 | 2 | Set |
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| 35 | 35 | Supply and Installation of ABS Shaper single all complete as per the technical specification & to the entire satisfaction of Engineer-in-charge. (NSI - 6) | BI01010001010000000000000515BI0100001146 | 2 | Set |
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| 36 | 36 | Supply and Installation of Outdoor Air Walker with Mini Ski & Squat Pushing equipment all complete as per the technical specification & to the entire satisfaction of Engineer-in-charge. (NSI - 7) | BI01010001010000000000000515BI0100001147 | 2 | Set |
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| 37 | 37 | Supply and Installation of Outdoor Shoulder Wheel all complete as per the technical specification & to the entire satisfaction of Engineer-in-charge. (NSI - 8) | BI01010001010000000000000515BI0100001148 | 2 | Set |
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| 38 | 38 | Supply and Installation of Outdoor Exercise Bar all complete as per the technical specification & to the entire satisfaction of Engineer-in-charge. (NSI - 9) | BI01010001010000000000000515BI0100001149 | 2 | Set |
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| 39 | 39 | Supply and Installation of Outdoor Cross Trainer all complete as per the technical specification & to the entire satisfaction of Engineer-in-charge. (NSI - 10) | BI01010001010000000000000515BI0100001150 | 2 | Set |
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| 40 | 40 | Supply and Installation of HIP Twister Station all complete as per the technical specification & to the entire satisfaction of Engineer-in-charge. (NSI - 11) | BI01010001010000000000000515BI0100001151 | 2 | Set |
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| 41 | 41 | Supply and Installation of Leg Press all complete as per the technical specification & to the entire satisfaction of Engineer-in-charge. (NSI - 12) | BI01010001010000000000000515BI0100001152 | 2 | Set |
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| 42 | 42 | Supply & installation of RCC Bench all complete as per the specification & direction of Engineer-In-Charge. (NSI - 13) | BI01010001010000000000000515BI0100001153 | 20 | Each |
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| 43 | 43 | Supply and installation of Nylon Fabric Net for Fencing on top and 3 sides of cricket pitches. Mesh size to be 25mm by 25 mm . (NSI - 14) | BI01010001010000000000000515BI0100001154 | 442.4 | Sqm |
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| 44 | 44 | Supply and Installation of Synthetic Turf cricket pitch with a pile height of maximum 13 mm. The turf has to be non filled, i,e with no silica sand. Yarn detex has to be minimum 8000 detex to 8800 detex and the pile weight should not be less than 1000 grams per sqm, all complete as per specification. (NSI - 15) | BI01010001010000000000000515BI0100001155 | 88 | Sqm |
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| 45 | 45 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size mesh size 50x50 mm made of G.I. wire of dia 4 mm including strengthening with 2 mm dia wire or by welding as required complete as per the direction of Engineer-in-charge. (NSI - 16) | BI01010001010000000000000515BI0100001156 | 151.01 | Sqm |
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| 46 | 46 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (NSI - 17) | BI01010001010000000000000515BI0100001157 | | |
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| 47 | 47 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone\r\naggregate 20 mm nominal size) (NSI - 17.1) | BI01010001010000000000000515BI0100001158 | 41.1 | Cum |
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| 48 | 48 | Providing and fixing asbestos strips in joints of cement concrete floors. 40mm wide & 4mm thick. (NSI - 18) | BI01010001010000000000000515BI0100001159 | 8553.12 | Metre |
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| 49 | 49 | Supply and installation of New Nets for the basketball Ring as per the technical specification & to the entire satisfaction of Engineer-in-charge. (NSI - 19) | BI01010001010000000000000515BI0100001160 | 2 | Each |
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| 50 | 50 | Scraping brushing to remove paint to base metal surface. (NSI - 20) | BI01010001010000000000000515BI0100001161 | 6.04 | Sq.m |
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| 51 | 51 | Supply and installation of Moveable handball poles and Nets as per the technical specification & to the entire satisfaction of Engineer-in-charge. (NSI - 21) | BI01010001010000000000000515BI0100001162 | 4 | Pair |
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