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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 disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.90% All kinds of soil + 5% Hard Rock (Blasting Prohibited) |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 3 | 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. |
| 4 | Filling of good earth including diging, loading, unloading, royality, carriage & spreading in proper lines and grades and consolidation with power road roller complete. |
| 5 | Grassing with selection no. 1 grass including watering & maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds & fit for mowing including supplying of good earth if needed (the good earth shall be paid separately.)In rows 7.5 cm apart in either direction |
| 6 | 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) |
| 7 | Reinforcement for R.C.C work including straightening, cutting, bending , placing in position and binding all complete. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 9 | Steel work welded in built up section framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer. |
| 10 | 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 |
| 11 | 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) |
| 12 | Applying priming coat With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 13 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coat on new work |
| 14 | Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sq.m on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1.0mtr from cutting edge, disposed earth to be levelled and neatly dressed including all leads, lifts and carriages complete. |
| 15 | providing laying and compacting of stone aggregate of size range 63mm -45mm to wbm specification including screening sorting spreading to template and consolidation with power road roller complete |
| 16 | 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) |
| 17 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 18 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts. |
| 20 | Steel work in built tubular (round, square, or rectangular hollow tubes etc.) including cutting, hosting fixing in position for hosting flag applying a primer coat of approved steel primer including welding and bolted. Hot finished welded type tubes |
| 21 | 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 |
| 22 | 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 disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 23 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 24 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 25 | Centring and shuttering including strutting, propping etc. and removal of form work for foundations, footings, base of columns etc. |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 27 | Weep Holes @ 1.2 m c/c in 2 layers, Width =(0.45+0.75)/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 |
| 28 | 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. |
| 29 | 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) |
| 30 | Providing and laying in position specified grade of 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) |
| 31 | Supply & fixing of 40mm wide PVC strips for joints |
| 32 | Providing & laying PP (polypropylene ) tile approved by FIBA with minimum thickness of 15.5 mm and weight not less than 320 gm/ tile and other specification like Ball Rebound, slip resistance, force reduction as per parameters approved by FIBA. The contractor shall have to provide the unconditional warrenty of 8 years from the OEM or its Authorised Distributor in India and get the sample of tile Tested from NABL Accrediated before payment |
| 33 | Providing of fixing of fixed height adjustable poles (minimum 3inch) with net with line marking |
| 34 | 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 |
| 35 | Supply and laying of PVC insulated unsheathed bright annealed bare copper industrial cable for voltage grade upto 1100V as per IS694:1990 2x4 sq. mm |
| 36 | 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 |
| 37 | 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 |
| 38 | 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 |
| 39 | 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 |
| 40 | 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. |
| 41 | carriage of sand for a distance 25 km by mt |
| 42 | carriage of stone aggregate for distance of 25 km by mt |
| 43 | stone filling behind R Wall in layers |
| 44 | provision for supply and installation of pedestal for inaguration made of ms frame 40x40x2.mm with 4mm thick ACP SHEET base of size 6'x4' and acrylic inaguration plate Acrylic sheet cover as per direction engineer incharge Please Enable Macros to View BoQ information |
