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| 1 | DrainageDemolishing cement concrete manually /mechanically incl disposal of material within 50 metres lead as per direction of engineer incharge in 1:3:6 |
| 2 | Removing & dismantling of existing chainlink fencing by using blacksmith with labours&machinary etc incL stacking of serviceable and disposal of unserviceable |
| 3 | Earthwork in excavation by mechanical means in trenches for foundation drains pipes etc not exceeding 1.5mtr in width and not exceeding 10 sqm on plan depth upto 1.5mtr including backfilling of soil & disposal of excavated soil to be leveled and neatly dressed within 25mts lead. |
| 4 | Supplying/filling boulders tightly hand packed under foundation & under floors incld. all leads, lifts and all carriages upto site of work complete. |
| 5 | Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level in 1:4:8 (1 cement : 4coarse sand : 8graded stone aggregate 20mm nominal size) |
| 6 | Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level in 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 20mm nominal size)incl all carriages |
| 7 | Providing and laying in position specified grade of Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement-all work upto plinth level in 1:1.5:3 (1 cement : 1.5coarse sand : 3graded stone aggregate 20mm nominal size) and all carriages upto site of work complete.. |
| 8 | Re-inforcement for RCC works incl. straightening cutting bending placing in position incl all carriages/head loads. |
| 9 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 10 | structural Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required |
| 11 | 40 percent available steel |
| 12 | 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. 9made of G.I. wire of 4mm) incl. carriage by mechanical transport upto site of work. |
| 13 | Providing of RCC SPUN PIPES incl excavation ,laying and refilling of excav material as per engineer incharge complete job 1200mm dia |
| 14 | Synthetic Football TurfPreparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. with earth or quarry spoils etc. and rerolling the subgrade. |
| 15 | Supply and Laying of GSB/Crushed stone aggregate (63-90mm) at site of required size incl consolidation with 8-10 ton vibrator power road roller incl all carriage complete job |
| 16 | P/L of 110mm Dia perforated PVC pipes of type B in trenches of min load bearing of min 6kg per cm sq and perforations @.15m c/c in 50% area of pipe.whole pipe to be covered with geotextile sheet of 200 micron and laid perpendicular to the length of field @5m c/c with openable junction at centre or maintenance purpose .incl filling of 20-40mm size aggregate bed and wrapping of geo textile arround pipe with all fitting for the pipe.Testing of pipes for water flow to be be carried out before covering with aggregate |
| 17 | Supply and installation of Virgin Geotextile (150-200 micron) to cover entire field before laying of aggregate Base coarse |
| 18 | P/L and compacting stone aggregate of different sizes to form contour and elevation to desired level as per the drawing and instruction of Engineer in charge (size 40mm/20mm/10mm)down black stone aggregate upto a depth of 300mm from below primary backing incl all carriage .Laying of stone to be rolled as per desired slope and compaction using 8-10 road roller over open area and pitch roller over areas with drainage pipes.A) 40MM |
| 19 | B) 20 MM |
| 20 | C) 10 MM |
| 21 | D) Dust |
| 22 | Supply and installation of Synthetic Artificial Turf for Football field from a FIFA Preferred producer/ Standard Licence having polyethylene monofilament diamond shaped yarn, Pile height of 60-65mm, triple layered PU backing, stitch rate of 150-160 stitches per linear metre, UV Resistant Slit Film Yarn structure, Detex not less than 14,000 , Tape thickness not less than 130 microns, Pile weight not less than 1500 gms/sqm, total carpet weight not less than 1900 gms/sqm, OR AS APPROVED BY FIFA with Infill weight not less than 38 kgs/ sqm, (silica sand of 80/100 grade and SBR rubber granules of size 2- 4mm), total product weight not less than 40,000 gms / sqm. 100 mm wide Line markings should be pre tufted & made of coloured turf of same quality. Cost includes unloading and staging of rolls, sewing of seams with imported turf adhesive, infilling with appropriate dispensing machine, spreading and leveling equipment, brushing of fibers with hydraulic controlled equipment & Annual field maintenance of 3 years. (Regular Turf Brusing by mechanical brushing machine and adding silica sand ruber granulers where required, Joint/Seam rectification included in Annual Maintenance) |
| 23 | Provide and Installation/Fixing Goal Post with net made up of ganware nylon mesh (50 x 50 mm) of white color as per FIFA specification |
| 24 | Synthetic Pickle Ball CourtEarth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.2.6.1 All kinds of soil : |
| 25 | Treatment of soil using chemical like round up for anti weeding laid in holes @ 300 mm c/c and consumpution @ 600 ml/ 10 Sqm |
| 26 | 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 |
| 27 | 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 paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge |
| 28 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. |
| 29 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher / manual to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity |
| 30 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm |
| 31 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 32 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 33 | Providing and laying of synthetic coating to smoothen surface in 8 layers: one layer of primer, two layers for resurfacing, three layers for cushioning, two layers for colour coating including line marking. The cost also includes repair of court and line marking during the maintence period of 3 years. |
| 34 | Providing of Fixing Fixed Picle Ball Poles (minimum 4 inch dia)with Net (Net height 36 inch on sides and 34 inch in centre) |
| 35 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 36 | 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 38 | Synthetic Volleyball CourtPreparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. with earth or quarry spoils etc. and rerolling the subgrade. |
| 39 | Supply and laying of GSB (Granular Sub base course) incl spreading, levelling and consolidation (power road roller 8-10 tonne capacity) to required gradient camber including all carriage complete job. |
| 40 | Supply and stacking of graded stone aggregate, moorun and stone screening at site incl. laying of water bound macadam with specified stone aggregate, stone screening and binding material incl. screening sorting spreading to template and consolidation with power road roller 8-10 tonne capacity will all carriages complete base course (G2) with (63-45) mm size incl. stone screening 13.2 mm size. |
| 41 | Providing and laying wet mix macadam on prepared sub grade/sub base with crushed quarry stone aggregate of specified grading as per IRC/MOST specification including mixing crushed material with predetermined quantity of water in accordance with specification to form dense mass which is spread and rolled with vibratory roller 80/100KN capacity speed of which should not exceed 5KM/Hour for each layer, rolling should continue till 98% density is achieved to approved grade and X-section the mixing is to be prepared in approved mech, mixing plant of suitable capacity including laying of cold emulsion with pressure sprayer at the rate 0.75 kgs/sqm complete, including cost of all materials, all leads lifts octroi charge taxes etc. |
| 42 | P/F of artificial UV resistanat polyethylene synthetic grass with rigid monofilment yarn, 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. |
| 43 | Supply of Volleyball post set of standard quality and make made of heavy duty 75mm round steel pipe with telescopic system for height adjustment, provided with wheels for smooth shifting and levelers to adjust height on uneven surfaces, complete including all applicable taxes, royalties, lavies etc incl. loading/unloading assembling erecting and adjusting at site and all leads and lifts complete. |
| 44 | S/S and levelling of stone screening (bottom layer) of size 13.2mm and stone dust(top Laer) arround court perifery in the ratio of 80:20 incl. trenching and consolidation as desired by the incharge engineer with all leads, lifts, royalities and taxes complete |
| 45 | Running TrackSurface dressing of the ground including removing vegetation and in-equalitiesnot exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto1.5 m in -All kinds of soil. |
| 46 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 47 | 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) |
| 48 | 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) |
| 49 | Reinforcement for R.C.C work including straightening, cutting, bending , placing in position and binding all complete. (using 10 mm dia bars |
| 50 | Supply and Installation of Synthetic Athletic Track material of World Athletics Specification, having Normal Stress Area with a minimum thickness of 13- 15mm of finished track surface, based on Sandwich System. The rate include all taxes and duties except custom exumption as allowed under rules. The material should be of European/American/ Indian make in the approved make list of IAAF/WAF. with unconditional warrenty of 8 years and all the material except SBR is required to be procured from countries as per manufacturers specification. |
| 51 | carraige of material by M.T from source to site of workA)sand for an avarage lead of 25 Kms |
| 52 | carriage of Stone Agg. for a distance 15 km by mt |
| 53 | Provision for supply and Installation of Pedestal for Inaguration / Foundation made of Brick work with Tile work for fasard and Granite Plate |
| 54 | CHAIN LINK FENCINGEarth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan,including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 55 | Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level in 1:4:8 (1 cement : 4coarse sand : 8graded stone aggregate 20mm nominal size) |
| 56 | 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 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 57 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columnsA) edges wall |
| 58 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columnsb) long wall/top |
| 59 | Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required |
| 60 | Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-incharge. |
| 61 | 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) |
| 62 | Painting on steel work with synthetic enamel paint of approved brand and manufactureto give an even shade. |
| 63 | Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-4956- 01 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets |
| 64 | Providing and placing on terrace (at all floor levels) Polythylene water stoarge tank ISI 12701 marked indicating the BIS license No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license. |
| 65 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) Medium 15mm nominal bore |
| 66 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) Medium 20 mm nominal bore |
| 67 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 25 to 40 mm nominal bore |
| 68 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 15 mm nominal bore |
| 69 | Providing and Fixing GI Tank Niple |
| 70 | Providing and fixing Satin cloth flags with sports council logo |
| 71 | Pcarriage of sand for a distance 15 km by mt |
| 72 | carriage of stone aggregate for a distance of 15 km by mt |
| 73 | DRAINEarth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: |
| 74 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 75 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 76 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 77 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 78 | Centering and shuttering including strutting, propping etc. Suspended floors, roofs, landings, balconies and access platforms. |
| 79 | 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 |
| 80 | Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with common burnt clay (non modular) bricks of class designation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design |
| 81 | Carrriage of material sand by mechanical transport @ 15 by Mt |
| 82 | Carriage of stone aggr. 15 Km by Mt Please Enable Macros to View BoQ information |
