|
| 1 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller including making good the undulation etc. and disposal of surplus earth upto 500 metres lead or as directed by Engineer Incharge at site. |
| 2 | Providing and laying granular sub-base material having P.I not more than 6, incl. spreading in layers not exceeding 150mm compacted thickness and consolidation by 8-10 TonVibarartryroad roller at OMC to achieve at least 98% of max dry density as per IS..2720 to the required grade. Grading-I as per specifications with CBR value not less than 20.incl all leads lifts, carriage, taxes etc. Complete |
| 3 | Supplying, stacking , Laying, spreading and compacting stone aggregate of specified sizes 63-45mmto WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density including stone screening of size 11.20mm @ 16% and moorum / dust @ 8% including all leads lifts complete job |
| 4 | 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 shouldnot 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 allmaterials, leads, lifts octroi charge, taxes etc. complete. |
| 5 | Providing and applying tack coat using hot straight run bitumen of grade 80/ 100Including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface to remove all dirt, dust, mud etc. and finally booming the surface as per specifications.On W.M.M.@ 0.75 Kg/sqm |
| 6 | Providing and laying50mm thick dense Bitumenous asphaltic base course using mineral aggregate satisfying the gradation set out in specifications with 5% binder content (By weight of total mix) with the aid of hot mix plant and paver finisher including rolling with road roller of 8 to 10 tonne capacity to achieve required compaction and densitycompacted 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 Batch Type Hot Mixplant of 100-120 TPH capacity including cost of allmaterials, leads, lifts octroi charge, taxes etc. complete. |
| 7 | Providing and laying minimum 15 cm thick cement concrete slab over the existing sub base with a nominal mix of 1:1:2 (1 cement 1 coarse sand; 2 graded stone aggregate 20mm nominal size) for making throwing circles for Discus/Hammer/Shot put in required diameter/size incl cost of providing expanded metal mesh of size 20* 60mm and strands 3.25mm wide 1.6mm thick weighing 3 64 kg per sqm as reinforcement, centering and shuttering and costof fixing the required throwing circle rings for discus/hammer/shot put with necessary fixing arrangements and providing and fixig brass tube of 4mm dia centering hole and providing and laying required drainage pipes in desired position and level including necessary making all complete as per requirement/specification laid down by IAAF and as per the direction of engineer in charge the finished surface of concrete base slab shall have required non skid/non slippery finish and gradient as per requirement/specification, (the cost of throwing circle rings is not included in this item and shall be paid as part of competition equipment). |
| 8 | Full PUR Surfacing, Design, Supply and Installation of Full PUR, Terracota Coloured 400m Synthetic Athletic Track of World Athletics Specoification, with a track of 8 Lane and 8 Straight Lines and 2 D\"s having Normal Stress Area with a minimum thickness of 15mm of finished track surface, with a minimum thickness of 20mm of finished track surface, HI-Stress area with a minimum thickness of 25mm of finished track surface. The incl. lane marking as per World Athletic Specification, Provisions for installation of Sleeves for events and equip[ment, steeple chase with barrier, drainage facilities with geo-textile covering , all taxes and duties as applicable upto site from destinatiopn, all according to approved methodology and drwawings, specifications by WA, and suitable for conductiong national and WA Approved events. The cost includes WA Class Second classification (Survey, Testing for Surface , Lane Marking Etc) and annual maintenance for three years.A) Normal stress area with a minimum thickness 15mm of finished track surface |
| 9 | B) Medium stress area with a minimum thickness 20mm of finished track surface |
| 10 | C) High stress area with a minimum thickness 20- 25 mm of finished track surface as per World Athletic Guidelines. |
| 11 | Construction of jumping pits incl. sand filling as per IAAF /WA Specifications incl. cost and carriages complete. |
| 12 | Construction of Steeplecase pit inside North D portion as per IAAF drawings |
| 13 | Providing & fixing chlorinated Polyvinyl (CPVC) pipes having thermal stability for for hot and cold water supply including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per the direction of engineer incharge. |
| 14 | Providing & fixing gun metal gate valve with C.I wheel of approved quality 40mm dia. |
| 15 | Supplying/ stacking and layingof good earth at site including consolidation with earth grader/roller & also levelling as per the required gradient and slope as per the instruction of Engineer incharge incl. royalty and carriage complete.Filling For Football and Track due to slight moisture content in soil of proposed area. incl carriages complete job. |
| 16 | Grassing with selection No-1 grass (in rows 5cm apart in either direction) including supplying/spreading of sand as desired , watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn free from weeds and fit for moving including all leads, lifts and carriages complete. |
| 17 | Supply and installation of Eurpean make fully automatic gun type sprinkler system with nominal throw range of 40-50 mtr cl. all fittings and accessories incl 20 HP submersible pump,earth work in excavation and re-filling (earth work incl. 450mm of soil cover over the pipe and width of 300) HDPE pipe dia 150/110mm class per 100 grade 12.5g/cm2 incl. carriage of materials all complete |
| 18 | Supply and fixing in position football goal post as per FIFA specifications |
| 19 | Construction/designing of RCC storage tank (Sumpwell) of 10000 Ltrs capacity as per design including excavation of earthwork in all kinds of soil, disposal of excavated as directed by Engineer Incharge at Site incl. internal waterproofing, providing One maintenance hole with frame and cover of steel and steel ladder to be provided as per the drawingsall leads, lifts and carriage complete. |
| 20 | CHAIN LINK FENCINGEarthwork in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth upto 1mtr . For cutting edge, disposal earth to be leveled and neatly dressed in all kinds of soil. |
| 21 | Providing and laying of stone soling (hand packed) in excavated trenches including carriage by mechanical transprot at site of work complete job. |
| 22 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) with all leads lifts and carriages complete job. |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) with all laeds lifts and carriages complete job. |
| 24 | Structural steel work welded in built up sections framed work including cutting hoisting fixing in position and applying a priming cost of steel primer. |
| 25 | Providing and fixing G.I. chain link fabric fencing of required width in mesh 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 incl all leads, lifts and carriages complete |
| 26 | Centering shuttering, strutting and propping etc and removal ofform work in foundations footings bases of columns (Complete job) |
| 27 | 12mm thick cement plaster of mix 1:4(1cement:4fine sand) complete job. |
| 28 | Painting with synthetic enamel paint of approved brandand manufacture to give an even shade two or more coatsincl a coat of steel primer complete job. |
| 29 | RCC Drain with RCC Cover Earthwork in excavation by manual 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. Complete job. |
| 30 | P/Lstone soling hand packed on level incl ramming with heavy rammers incl. all carriage upto site of work |
| 31 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) with all leads lifts and carriages complete job. |
| 32 | Providing and laying in position Reinforced cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size) with all leads lifts and carriages complete job. |
| 33 | Reinforcement for RCC works incld. straightening bending cutting placing in position and binding all complete (TMT Bars) |
| 34 | Centering shuttering, strutting and propping etc and removal of form work in Semi Circular walls |
| 35 | Foundation Footrings, Bases of Columns |
| 36 | P/L cement concrete flooring (1:2:4) mix finished with a floating coat of neat cement slurry but excluding the cost of nosing of steps etc complete 50mm thick with 20mm nominal size stone aggregate complete job. |
| 37 | Making Drain holes in RCC slab by providing and embedding 40 mm dia and 75mm long app pieces of ordinary pvc pipe in RCC slab during casting of drain slab |
| 38 | 12mm thick cement plaster of mix 1:4 (1cement:4 fine sand) with scaffolding etc complete job. |
| 39 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 ( 1cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finsihed with a floating coat of neat cement complete as per standard design Inside size 90x80 cm and 60 cm deep including C.l. cover with frame (light duty) 455x61 0 mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) |
| 40 | Walkway/Path Around TrackEarthwork in excavation by mechanical means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth upto 1mtr . For cutting edge, disposal earth to be leveled and neatly dressed in all kinds of soil Complete job. |
| 41 | Providing and laying of stone soling (hand packed) in excavated trenches including carriage by mechanical transprot at site of work complete job. |
| 42 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) with all leads lifts and carriages complete job. |
| 43 | Providing and laying 60mm thickcement concrete interlocking paver block of M -20 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge |
| 44 | Providing & laying in position cement concrete of M20 mix grade excluding the cost of centering & shuttering. All work upto plinth level. |
