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| 1 | Civil works |
| 2 | Earth work in excavation by mechanical means (Hydaulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, for all lift and lead, including getting out the excavated soil and disposal of surplus excavated soils .All kinds soil |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming , watering, etc. and disposing of surplus excavated soil as directed , within all lead and lift.All kinds of soil Pipes, cables etc. exceeding 80mm dia. but not exceeding 450 mm dia |
| 4 | Excavating , supplying , stacking and filling of local earth in layers not exceeding 20 cm in depth by mechanical transport up to a lead of 5 km also including levelling, watering & compacting with power roller in all completion of the work. |
| 5 | Providing and laying in position cement concrete of specified grade - All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 6 | Providing and laying in position cement concrete of specified grade - All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 7 | Centering and Shuttering including sturting proping and removal of formwork for Foundations, footings, bases for columns |
| 8 | Centering and Shuttering including sturting for Retaining walls, return walls, walls (any thickness) includingattached pilasters, buttresses, plinth and string courses fillets,kerbs and steps etc. |
| 9 | Brick work with F.P.S. bricks of class M-150 in foundation and plinth in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 10 | 12 mm thick cement plaster of mix :1:4 (1 cement : 4 coarse sand) finishing with neat cement. |
| 11 | neat cement punning in drai and chamber |
| 12 | 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 |
| 13 | Supplying and stacking at site : Good Earth |
| 14 | 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-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 15 | 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 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. |
| 16 | Providing and applying tack coat(primer coat) using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as perspecifications :On W.M.M. @ 0.75 kg./sqm. |
| 17 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as perspecifications on bituminious surface @ 0.5 Kg/sqm |
| 18 | Providing and laying Dense 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 equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications toachieve the desired compaction and density, complete as per specificatons of and directions of Engineer-in-Charge.50mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 19 | Providing and laying 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 equiped with electronic sensor 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 and as per directions of Engineer-in-Charge.30mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of100-120 TPH capacity |
| 20 | Supply & Fixing 80 mm thick Precast cement concrete I Shape interlocking paver block a with top layer of minimum 8mm thickness having plan dimension 200x(160+120min) of OP. cement, Smooth high gloss finish, skid reditant, manufactured from rubber moulds through vibro-compression machanism. The compressive strength of concrere paver block shall not be less than 30MPA (M-30) with a 4 cm thick layer of fine sand including cost of material, labour, T&P etc requried for proper completion of the work as directed by Enginner-in-charge. |
| 21 | Fine dressing of the ground complete in all respect. |
| 22 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 23 | Supplying, laying and compacting of Fine sand filling and mixed with soil, to the desired level.-100mm thick compacted layer |
| 24 | Preparation and rectification of minor undulations in bituminous surface level before laying of synthetic track with 4m straight edge and thread to make proper level by same Fine bituminous material or deep patch materials as per requirement specification and as per direction of engineer -in -charge. |
| 25 | Providing and laying of DWC - SN8 (IS:16098-II) pipes : 300 mm dia, Pipe in under ground system for provision in electrical line and sprinkler lines leeve purposes and drainage outlet complete in all respect as per direction of engineer in charge. |
| 26 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 600x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin-charge. |
| 27 | Providing & Laying reinforced cement concrete slab over the existing sub base with a nominal mix of 1:1.5:3 (1 cement: 1.5 coarse sand:3 Graded stone aggregate 20 mm nominal size) forfixing throwing circles for Discus/Hammer /Shot-put in required diameter/size including cost of cutting the base and sub-base wherever necessary cost of fixing the required throwing circle rings for Discus/Hammer/Shot-put with necessary fixing arrangements as per direction of Engineer-in-Charge. The finished surface of concrete base slab shall have required non skid / non slippery finish and gradient as per requirements / specifications and as per directions of Engineer-in-Charge. |
| 28 | Mild steel or TMT Bars (Fe-500 D grade or higher) or HYSD Bars or iron in plain work including bending for proper completion of the work and including supply of all steel. |
| 29 | Providing and fixing at or near ground level Precast cement concrete Kerb stones(300x300x150mm) of M-25grade of of specified size including setting in position in Kerbs edging etc. to the required line level and jointed with cement mortar 1:3 (1 cement : 3 coarse sand) making joints with or without grooves all complete as per direction of Engineer-in-charge. |
| 30 | Construction of jumping pits filling with sand all complete as per drawing approved by WA specification and as directed by Engineer-in-Charge. |
| 31 | Construction of Steeple chase water jump pit inside North D portion as per ''WA specification'' and complete as per direction of Engineer-in-Charge. |
| 32 | Providing and fixing of ''WA'' approved track field equipment. Aluminium kerbing- std.400m track |
| 33 | Providing and laying Synthetic Athletics Track FULL PUR, FULL EPDM SYSTEM including IAAF Standard markings on the surface all complete as per requirements/specifications laid down by IAAF class -II certification and as per direction of the Engineer-in-charge. |
| 34 | (ii) High Stress Areas with a minimum thickness of 20 mm of finished Track Surface. |
| 35 | (iii) High Stress Areas with a minimum thickness of 25 mm of finished Track Surface. |
| 36 | Providing and fixing of chain link Fencing with 50mm MS Pipe placed at 2.4mtr c/c and 1.50mtr hight from G.L. welded together with 40mm square hollow horizental pipe and finished with G.I. coated chain link 10 gauge mesh size 2\\"x2\\" with necessory fixing arangement i/c Necessory excavation and foundation for MS pipe upto 750mm deep embedded in CC 1:2:4(450x450x450) all complete as per direction of Engineer-in-charge. |
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