|
| 1 | Removing of old moorum and good earth layers |
| 2 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m. lead as per direction of Engineer-In-Charge.Nominal concrete 1:3:6 or leaner mix (i/c equivalent design mix). |
| 3 | Supplying and stacking at site - 53 mm to 22.4 mm size stone aggregate |
| 4 | Supplying and stacking at site - Stone screening 11.2 mm nominal size (T-B) |
| 5 | Supplying and stacking at site - Good earth |
| 6 | Supplying and stacking at site - Moorum |
| 7 | Laying, spreading and compacting stone aggregate of specified sizes to 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, appling and broomingrequisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 8 | Providing and applying tack coat using bitumen emulsion conforming to lS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom with rapid setting bitumen emulsion -on W.B.M / W. M.M @ O.4 kg/sq m |
| 9 | Providing and applying tack coat using bitumen emulsion conforming to lS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom with rapid setting bitumen emulsion - On bituminous surface @ 0.25 kg/sq m |
| 10 | 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 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, complete and as per directions of Engineerin-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 Batch Type Hot Mix Plant of 100 - 120 TPH capacity. |
| 11 | 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, complete and as per directions of Engineerin- Charge, 40/5O mm 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 of 100 - 120 TPH capacity. |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work |
| 13 | Providing and laying synthetic cushioned acrylic surfacing system of international level (Outdoor) duly approved by ITF of classification -lll, manufactured by company of international repute with minimum five years warranty with following nine layers of synthetic cushioned surfacing material including marking of court lines with 100% acrylic resin based line marking paint. a) Filler course (One layer) of acrylic resurface)b) Heavy rubber course (Three layers of flexible latex base liquid rubber with course particles.c) Fine rubber course (Two layers of flexible latex base liquid rubber with finer particles.d) Texture Course (one layer of flexible filler acrylic base)e) Finish course (Two layer of 100%acrylic resin base paint.All above application are to be applied as per manufacturingspecification/consumption standards and as per the direction of pair Engineer in charge Note:-1. Prior to start of above item, the agency shall submit methodology of execution of item for approval of Engineer in charge.2. The rate of above item, includes the cost of material, all statutorytaxes, import duty, insurances,labour,tools, Plants and equipment\"s\" testing of material, transportation\" of material from manufacturer to the site, storing and laying of the same and nothing extra shall be paid over this rate. |
| 14 | Proving and fixing of poles ( for the tennis court nets)consistsof3\"tubular/roundMS(heavy duty) pipes, polyster coated with brass winder and internal wind system, pinned at bottom including fixing withground sleevescompleteasper the direction of Engineer in charge. |
| 15 | Dismantling & Re-fixing of existing 2 Nos. Basketball Poles as required. |
| 16 | Providing and fixing Lawn Tennis Net nylon made Garware Sportiva Tournament as approved and as per instruction and direction of Engineer in charge Market rate |
| 17 | Providingandfixing Basketball Court netmade of whitenylonas approved andas per instruction and direction of Engineer in charge. |
| 18 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in ; Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 20 | Disposalofbuilding rubbish / malba/ similar unserviceable,dismantledor wastematerialsby mechanicalmeans, including loading, transporting,unloading toapprovedmunicipal dumping ground or asapproved by Engineer-in-charge,beyond 50 m initiallead,forallleads including all lifts involved. |
| 21 | Supplying,erectionand commissioning of HOTDipgalvanizedoctagonal steelpoleof 10metre height i/c dismantling of existing LED fitting and old/rusted pole, made out of 3 mm thick sheet havingbottom210mm A/F& top90mmA/Fwithbuiltinconnector control box with flush cover on heightof 1000mm from the bottomof pole, MS baseplae of size 300 mmx 300mm x 16mmthick,thepoleis tobefixedonexisting RCCfoundation with bolt and nutsmaking connection,interconnectionwith2 nos.3 x 2.5sq mm size of copper wire withthimble/ lugs in connector box, earthing, making / numbering of pole etc. as required with the following accessorieswith mounted in built in control box. a) 6 mm thicklaminated sheetalongwith2 Nos.6 Amp,10kA,SP MCB, \"C\" charcteristic onthe din channel,2 No.63 Amp terminallblocksuitable for16 sq. mm Aluminumconductor cable and din channelfor MCBs.b) Earthstud weld at suitable height i/c washers, spring washers and nuts.c) Cable support clamps suitable height for 2 Nos. of 4 x 10 sq. mm. cable.d)1000mmlongdouble overhang75 x 40 mm C-channel fixed on suitable size pole cap of suitable height(aspermanufacturer\"sdesign) i/cdrillingholes of suitable sizewithsuitableclampfor fixingof LED fitting etc. as required.e) Drawingof pole shall be approvedfrom theengineer inchargeas per manufacturer before use at site. |
| 22 | Providing andlaying in positionM 20 (1:2:4)reinforced cement concrete foundation of size 500 mm longx 500mm wide and1500mm deepi/c excavation of earth, providing cutting,bending and placing inpositionreinforcementof coldtwisted bar of 12 mm dia 1650mm long (approx.) 8 Nos.andreinforcementring of coldtwistedbarof 8 mm dia1800mmlong (approx.)-1ONos. (with 150mmspacing)i/csupplying of 4 Nos. M-24x 750mmlong(150mmtopthreaded portion) GI foundationbolt(EN-8 grade)with3 Nos.nuts and 2 Nos.washer,bolt alongwithNos.2 nos.templates/ Anchor plateof size320mmx 320mm x 4 mm thickhaving4 Nos.26mm dia holesto match with PCDof polesbaseplatewithpositioning of foundation boltsandproviding 120 mm (OD) 2 Nos DWC pipe for cable entry and exit as required. (Drawing to be approved by Engineer in charge) |
| 23 | Supplying and drawing of 3x 2.5 sq.mm PVC insulated PVC sheathed / XLPE copperconductor multicore cableinthe existingpolesand bracketfrom cable terminationconnector to thefitting i/c providing suitablecopperlugs connectionsetc. as required. |
| 24 | Supply of 4 x 10 sq. mm. Aluminium Conductor, PVC Insulated and PVC sheathed / XLPEPower armoured UG cable of 1.1. KV grade as required. |
| 25 | Drawing of following size Al Conductor, PVC Insulated and PVC sheathed / XLPEPowerarmoured UG cable of 1.1 KV grade in existing DWC pipe i/c connectiontesting etc.as required - Up to 35 Sq mm |
| 26 | Supplying andlayingof followingsize DWCHDPEpipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. directin ground (75 cm below ground level) including excavationand refilling the trench but excluding sand cushioning and protective covering etc., complete as required - 90 mm dia (OD 90 mm & ID-76 mm nominal) |
| 27 | EarthingwithG.I. earth pipe 4.5 metrelong, 40 mm dia including accessories, and providing masonry enclosurewith coverplatehaving lockingarrangement and watering pipe etc. With charcoal/ coke and salt as required. |
| 28 | Providing andfixing25 mm X 5 mm G.I strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt,spring, washer excavation and re-filling etc. as required. |
| 29 | Providing andfixing6 SWG dia G.1 wire on surface or in recess for loop earthingas required. |
| 30 | Supplying, installation, testing and commissioning of 200 WattLEDFlood light fitting complete withsuitable lens & other accessories highly efficient made of pressure die cast aluminium housing , extruded aluminium heat sink & enclosed with toughened glassIP-66 protection and achieving 22000 Lumens & fitting not more than 200 watt i/c making modification inexting brackets according to LED flood light fitting i/c connection testing completeas per technicalspecifications attached etc as required. |
