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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including safe disposal of excavated earth as per direction of engineer inchargeand lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil 80 % + 20 % Hard Rock (Blasting Prohibited) |
| 2 | Construction of embankment/Ground with approved material available at site with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 3 | Disposal of Excavated earth for a distance of 1 km by mt |
| 4 | Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and thelike not exceeding 10sqm on plan, depth upto 1.5mtr.including disposal of excavated earth upto 1 mtr fromcutting edge, disposed earth is to be levelled and neatly dressed in All kinds of soil complete job. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering . All works upto plinth level 1:4:8 mix (1 cement: 4 coarse sand:8 graded stone aggregates) 40 mm nominal size (crushed) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 7 | Centring and shuttering including strutting, propping etc. and removal of form work for foundations, footings, base of columns |
| 8 | Stone filling behind R wall in layers |
| 9 | Weep Holes @ 1.2 m c/c in 2 layers, Width =(0.6+1.35)/2Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes 75 mm diametre |
| 10 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Reinforcement for R.C.C work including straightening, cutting, bending , placing in position and binding all complete. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 13 | 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. |
| 14 | Providing and fixing G.I Chain link Fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per direction of Engineer in Charge Made of G.I wire dia 4mm |
| 15 | Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm) |
| 16 | Applying priming coat With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coat on new work |
| 18 | Treatment of soil under existing floors using chemical emulsion (Chlorophriphos/Lindane E.C. 20% with 1% concentration) @ one litre per hole, 300mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement :2 coarse sand) to match the existing floor: |
| 19 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc.and rerolling the subgrade |
| 20 | Providing, Laying, spreading and compacting RBM as per specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, watering and compacting to the required density |
| 21 | P/L and compacting stone agrregates of different sizes to form contour and elevation to the desired level as per the Drawing and instruction of Engineer Iincharge (size 40 mm /20 mm/10mm ) down black stone aggregate up to a depth of 300mm from below primary backing incl all carriage. Layers of stone to be rolled as per desired slope and compaction using 8-10 tonnes Road roller over open area & pitch roller over areas with drainage pipes. |
| 22 | Supply and installation of artificial UV resistanat polyethylene synthetic grass with rigid monofilment yarn, minimum 40mm pile height and 1250g/sqm pile weight with total carpet weight not less than 2500g/sqm and infiill in the ratio of 2:1 with sand(size of sand 0.2mm-1.0mm) 15mm (minimum)height and Rubber 8mm(minimum)height infill weight not less than 2.25kg/sft .The stitch rate per meter should be minimum of 285 All line marking shall be white, unless in the drawings. line marking shall be sitched \"tufted\" material (painted lines are not acceptable) the carpet should be laid as per the manufacturers manual incl. All applicable taxes, Lavies, Octoria, transportation loading/unloading complete. (Including Maintenace of 3 years by way of brushing and adding infill as and when required) |
| 23 | Providing of Fixing Height Adjustable Fixed Volley Poles with Net and Anteena |
| 24 | Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and thelike not exceeding 10sqm on plan, depth upto 1.5mtr.including disposal of excavated earth upto 1 mtr fromcutting edge, disposed earth is to be levelled and neatly dressed complete job. All kinds of soil 90 % + 10 % Hard Rock (Blasting Prohibited) |
| 25 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 26 | Dry R.R stone masonry with hard stone in foundation and plinth using nallah stone without bond stone |
| 27 | Steel work welded in built up section framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer. |
| 28 | Finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade on New work (two or more coats applied @ 1.43 liter/10sqm over and including priming coat of water exterior paint applied @ 2.20kg/10sqm) |
| 29 | Supply and laying of PVC insulated and PVC sheathed / xlpe aluminium power cable of 1.1 KV grade of following sizes on surface / direct in ground including sand cushioning protective covering and refilling the trench as required as per direction of Engineer Incharge 16 sq. mm 2 core |
| 30 | Supply and laying of PVC insulated unsheathed bright annealed bare copper industrial cable for voltage grade upto 1100V as per IS694:1990 2 x 4 sq. mm |
| 31 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 20 mm |
| 32 | Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/ recess, complete with testing and commissioning etc. as required.For 6 way, Double door SPN MCBDB |
| 33 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole and neutral 32 Amp |
| 34 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole and neutral 63 Amp |
| 35 | Installation, Testing and commissioning IP 66 Flood lights 200 watt minimum Luminous flux of luminaire 120 Lm/w, Colour temperature of 5700K, Neutral white, CRI > 80, 50,000 operating hours with PCLens and necessary wire for connection and other accessories required for fixing lights on existing Poles. Firm has to submit originallity certificate of material from OEM or Authorized Distributor with 05 years of warranty. |
| 36 | Providing and fixing ACP main board 3mm thickness on 1 x 1 inch tubular frame with writing of Name of stadium etc as per direction of engineer incharge |
| 37 | carriage of sand |
| 38 | carriage of stone aggregate |
| 39 | carriage of stone Please Enable Macros to View BoQ information |
