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| 1 | Sch \"A\" Part-I (Court Work)NOTE:(a)The bidder are advised to pay visit of the area to assess types of surface alongwith applicator agency before quoting of tender.(b)The flooring work shall strictly be executed through undermentioned applicator agency. All the materials/resoucres used for flooring work shall be as per direction of applicator agency.Name of Agency: (i) Prashant Polykraft Pvt. Ltd, Kolkata, (ii)Elitecourt,New Delhi and (iii) M/s Balaji Sports Co., New Delhi |
| 2 | M&L for Repair to existing concrete flooring of Basketball and Volleyball courtincludingclearing of concrete surface area with air blower to remove all the loose particles, dust on the surface as well as from the crack & joints includingapplying crack seals with dispensing gun or otherwise as directed by applicator in cracks and Joints to resist cracks complete all as specified and directed. Note:(a) The contractor shall also clear the surrounding area so that dust wont creep inside the court. The quoted rate shall be inclusive of all.(b) The quoted rate shall be inclusive of removal of existing top synthetic flooring .(c) The quoted rate shall be inclusive of treatment of damaged concrete surface, whereever required with epoxy/polymer mortar as directed by AGE(I) |
| 3 | S&Ffor 8 (Eight) layerof Synthetic Acrylic flooring of Basketball and Volleyball courtover treated/new surface of concrete with ITF approved materials in layers as per OEM/Manufactures gudelines/ specifications complete all as specified and directed.Note:(a) The work shall be got executed through above named agency.(b) After assessing the treated/new surface of concrete, the quantity of all the materials of different layers shall be intimated to AGE(I) for approval.(c) The Purchase Voucher of all the materials shall be submitted by the contractor.(c) The contractor shall submit guarantee of flooring surface for Two years from date of completion of flooring work by AGE(I). The amount @ 1.00% of this flooring work shall be retained as security deposit either in bill/RAR or in form of FDR only and shall be relesed after completion of DLP or guarantee period whichever is later. |
| 4 | S&Fof imported Transparent Acrylic board of size180X105cm and 20mmthick (Basketball International standard board ) having stainlessSteel framing around the board fixed on6 inch (150 mm) round pipe pole incluingHeavy dunking rim with 3 spring and Nylone white netcomplete all as specified and directed. |
| 5 | S&Fof 6 inch (150 mm)(Outer dia) round MS pipe pole of requiste thickess and length as per standard basketballincludingpainting with PU spray painting complete all as specified and directed. Note:(a) The necessary base plate of size 250x250x12 mm along with J type M20x600 anchor bolts (all size is minimum) including nuts shall be provided and quoted rate is inclusive of all. |
| 6 | Demolition of cement concrete of any description and in any position not otherwise specifically provided forand removing rubbish to a distance n.exc 50m at low lying area complete all as specified and as directed. |
| 7 | Chipping/Chiseling of Top of concrete floor to make rough either with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface with air blower to remove all the dustincluding disposal of debris for all lead and liftscomplete all as specified and directed. |
| 8 | Providing and laying vacuum de-watered concrete flooring thickness not less than 100mm with1:1.5:3(Nominal mix)(1 OPC 43 grade cement: 1.5 Coarse Sand : 3 graded stone aggregate 20mm nominal size)(type A1) with trimix technology (VDF) all as specified and as directed by Engr-in-Charge. Note-a. OPC Cement should be used in concretingb. The cost of panel MS shuttering work of required size shall be included in quoted rate. (Durable MS C Channel of desired thickess shall be used a shuttering)c. The quoted rate shall be inclusive of cost of dewatering of concrete with vacuum dewatering machine finishing with mechanical trowel with trimix matching. |
| 9 | M&L for clearing of concrete surface area of newly laid concrete sub-base of Basketballcourt with air blower to remove all the loose particles, dust on the surface as well as from thejoints includingapplying crack seals with dispensing gun or otherwise as directed by applicator inJoints to resist cracks complete all as specified and directed. Note:(a) The contractor shall also clear the surrounding area so that dust wont creep inside the court. The quoted rate shall be inclusive of all. |
| 10 | Excavating in trenches in hard /dense soil, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting outcomplete all as specified and directed. |
| 11 | Excavation in trenches in soft/loose soil n.exc 1.5 mtr wide and n.exc 1.5 mtr deep & getting out soil for taking out/laying of pipe line etc.complete all as specified & directed by Engr-in-Charge. |
| 12 | Removing excavated soil to a distance not exc50mand depositing where directed at a level n. exc 1.50m above the starting point and all as directed. |
| 13 | Returning, filling in, including spreading, levelling watering and well ramming in layers not exc 25 cm.complete all as specified & directed by Engr-in-Charge. |
| 14 | M&L RCC 1:1.5:3 type A1 ( 20 mm graded aggregate ) as in foundation base ,column etc complete all as specified and as directed. |
| 15 | M&L for Mild steel TMT bars (Fe 500D and above) of any size, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends,stirrups, spacers and binders including binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified. |
| 16 | Supply and laying new dry river sand laid in trenches 8 cm below the cable and 15 cm above the cable and punned to 18 cm as cable cushioning and cover complete all as specified and as directed. |
| 17 | Supply and laying of brick well burnt locally available sub class \"B\" laid over sand cushioning for cable protection in trenches width of brick perpendicular to the length of cable, complete all as specified and directed by Engr-in-Charge. |
| 18 | Supply, laying and testing cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sqmm, 3.5 core as per IS 7098 incl. lugs/cable glands/other accessories necessary for installation incl. cable route marker, complete all as specified and directed by Engr-in-Charge. |
| 19 | M & L for galvanised light grade steel conduit of size 40 mm for laying cables in road crossings/drain channel crossings/channels including necessary clamps/other accessories for laying the conduit along/across drain/channel, complete all as specified & directed by Engr-in-charge. |
| 20 | M & L for Octagonal Hot Dip Galvanised Iron Tubular pole 9 m long as per IS 4759:1996/IS 2629:1985 / BS 729/ Equivalent, 130 mm bottom dia and 70 mm top dia with vibration damper & minimum sheet thickness 3 mm welded withbase plate of size 200 x 200 x 12 mm with 4 no. holes on 200 mm PCD suitable for J type M20 x 600 mm anchor bolts,incl. necessary RCC foundation as per height and its associated earthwork, pole anchored to foundation with anchor bolts/nuts/washers, etc., alongwith suitable elliptical service window mounted with built-in junction boxconsisting of 4 pole terminal block for loop in/loop out connection and MCB back plate and window cover fitted with allen screw to the pole.,complete all as specified & directed by Engr-in-Charge. Note:(a) The quoted rate shall be inclusive of RCC foundation, TMT and all associated earth work as per manufacturer\"s instructions. |
| 21 | M & L forHot Dip Galvanised Iron cross-arm of length 1.5 m as per IS 4759:1996/IS 2629:1985 / BS 729/ Equivalent, to mount 2 x LED on each side alongwith necessary clamps/bracings/supports/back plates, etc incl. nuts, bolts, washers, drilling holes for bolts, in any shape or size, complete all as specified & directed by Engr-in-Charge. |
| 22 | Supply and fixing amp rating 240V, 10KA \"C\" curve miniature circuit breaker (MCB) of SP and current carrying capacity 10 AMP in the street light junction box complete with connection testing and commissioning, complete all as specified & directed by Engr-in-Charge. |
| 23 | M & L of2.5 sqmm x 3 C, copper cable- PVC insulated, sheathed, 650/1100 V grade alongwith sleeves to enclose and insulate the cable for connecting LED flood lights incl. terminal block, complete all as specified & directed by Engr-in-Charge. |
| 24 | S & F of LED Flood Light170 W (minimum), 230 V AC outdoor type with thermal management in multiple optics and equipped withIP 66 protection, with impact and corrosion resistant complete with driver and lamp bracket, complete all as specified & directed by Engr-in-Charge. |
| 25 | S & F of Street Light Control Panel- 30 KW, 400 V, 3-ph, 50 Hz capacity made out of CRCA sheet 3.15 mm thick outdoor pedestal type of size 0.75 x 0.53 x 0.28 m totally enclosed with front opening, hinged doors alongwith suitable locking arrangements, weather and waterproofhaving copper busbars of capacity 100 A for RYB and Neutral with heat proof colour code and mounted on insulators, stickering of switchgears, danger notice plate, including connecting incoming and outgoing cables with 40 x 40 x 5 mm angle legs of length not less than 69 cm fixed to necessary PCC 1:3:6foundation on ground comprising the following:-(a) MCCB 63A, 4P, 415 V, 50 Hz with rupturing capacity of 25 KA-01 No.(b) Contactor 80 A, 3 Pole, 415 V, 50 Hz with energizing coil of capacity 230 V AC-01 No.(c) Digital Timer 230 V AC, 10 A - 01 No. (Note: Cost includes necessary power and control wiring, indicator lamps, terminal blocks of 100 A capacity, toggle switch (manual & auto), lugs) |
| 26 | Dismantling steel poles/struts, 12 m height complete all as specified and directed by Engr-in-charge |
| 27 | Sch \"A\" Part II : Hard Standing Work |
| 28 | Surface excavation n,exc30cm deep and averaging 15cm deep & getting out in hard and dense soil including rolling of surface by 8-10 tonne power roller in required gradient/camber complete all as specified and directed. |
| 29 | Supplying. Laying, spreading and compacting stone aggregate of of gauge n.exc 63mmin uniform thickness, hand picking, rollingwith power roller of 8-10 tonne capacity in stages to proper grade and camber, watered and rammed to true surface of broken stone complete all as specified and directed. |
| 30 | M&L PCC 1:4:8 type D2 ( 40 mm graded aggreage ) as in foundation/sub base complete all as specified and as directed. |
| 31 | M & L for Brickwork with fly ash bricks of class 7.5 and above as per IS 12894:2002, straight or curved on plan exc 6m mean radius, build in CM (1:6) complete all as specified and as directed |
| 32 | M&L for 75mm thick PCC 1:3:6 type C2, (40mm graded aggregate) as in flooring complete all as directed. |
| 33 | Providing and laying vacuum de-watered concrete flooring thickness not less than 100mm with1:1.5:3(Nominal mix)(1 OPC 43 grade cement: 1.5 Coarse Sand : 3 graded stone aggregate 20mm nominal size)(type A1) with trimix technology (VDF) all as specified and as directed by Engr-in-Charge. Note-a. OPC Cement should be used in concretingb. The cost of panel MS shuttering work of required size shall be included in quoted rate. (Durable MS C Channel of desired thickess shall be used a shuttering)c. The quoted rate shall be inclusive of cost of dewatering of concrete with vacuum dewatering machine finishing with mechanical trowel with trimix matching. |
| 34 | Material and labour for forming 12mm thick expansion joint filled with preformed bituminous fillerand top 30mm primed and sealed with sealing compound, grade \"A\" confirming to IS 1834 making the joints dust free with high pressure air jet cleaners, thickness of slab is 10 cm complete all as specified and as directed.Note:- Make of sealing compound Grade \"A\" is ShailTex of M/S STP limited, MARUTI SEAL BS of M/S Maruti Bitumen and equivalent in M/S Fosroc, M/S Sika. |
| 35 | Material and labour for forming construction (dummy) joint 30 mm deep and 10 mm wide and sealed with sealing compound grade \"A\" conforming to IS: 1834 complete all as specified and as directed.Note:- Make of sealing compound Grade \"A\" is ShailTex of M/S STP limited, MARUTI SEAL BS of M/S Maruti Bitumen and equivalent in M/S Fosroc, M/S Sika. |
| 36 | Schedule of Credit |
