Tender For Development Of Multi Sports Facility By Way Of Construction Of Synthetic Volleyball, Basketball, Badminton Court And Running Track At Pargana Basohli
Tender Value
3.42 Crore
Estimated cost
Bid Submission
24 Sep 2026
18 days left
EMD
6.85 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jammu → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Multi Sports Facility By Way Of Construction Of Synthetic Volleyball, Basketball, Badminton Court And Running Track At Pargana Basohli
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
| 2 | Construction of embankment/Ground with approved material available at site with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
| 4 | Earth 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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres: |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering . All works upto plinth level 1:4:8 mix (1 cement: 4 coarse sand:8 graded stone aggregates) 40 mm nominal size (crushed) |
| 7 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 8 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 9 | Centring and shuttering including strutting, propping etc. and removal of form work for foundations, footings, base of columns |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 11 | Stone filling behind R wall in layers |
| 12 | Weep Holes @ 1.2 m c/c in 3 layers, Width =(0.6+1.85)/2Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes 75 mm diametre |
| 13 | 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) |
| 14 | 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 |
| 15 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x450x50 mm reinforced with 8 mm dia four nos longitudinal and 9nos 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 50mmx1.6mm complete all as per direction of Engineer-in-charge. |
| 16 | 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 |
| 17 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 18 | 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 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)wearing coat |
| 19 | Supply & fixing of 40mm wide PVC strips for joints |
| 20 | Supply and installation of Synthetic Artificial Turf for Football field from a FIFA Standard Licensee/FIFA Preferred producer having polyethylene monofilament diamond shaped yarn, Pile height of 50-55 mm, 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 1500 gms/sqm, Infill weight not less than 32 kgs/ sqm, (silica sand of 80/100 grade and SBR rubber granules of size 2-4mm), total product weight not less than 34 Kg / sqm. 75 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, Joint/Seam rectification included in Annual Maintenance) |
| 21 | Providing & Laying FIBA approved modular Interlocking Polypropylene Tiles (PP tiles) withdouble mesh structure and minimum thickness of 15.5 mm and other specification like Ball Rebound, slip resistance, force reduction as per parameters approved by FIBA. Item includes game line marking as required and kerbing of edges.The contractor shall have to provide the warrenty of 5 years from the date of completion of work |
| 22 | 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. Material should be of European/American/ Indian make in the approved make list of IAAF/WAF. |
| 23 | Supply and installation of multipurpose turf for cricket ptactice net wickets with PE texturised monofilament Yarn with minimum pile height of 9 mm of european make only with 5 years warrenty |
| 24 | Providing of fixing of fixed height adjustable poles (minimum 4 inch) with net for volleyball |
| 25 | Providing of fixing of movable and height adjustable badminton poles (minimum 2.5 inch) with net for badminton court |
| 26 | Providing of fixing of movable futsal posts with net and pole padding made of stryrofoam and textile cloth made in 100 mm dia mild steel pipes. |
| 27 | Providing and fixing of pair of movable & height adjustable Basketball poles made of high quality galvanized and powder coated mild steel pipe and Board made of imported acrylic 25mm thick size 180cm x 105cm with International Standard frame, double frame of aluminium powder coated with built in brackets for mounting pressure release dunking ring, high quality nylon net and hoop. Special padding made of non tearing PVC cover around pole for the safety of the player. |
| 28 | Providing and fixing of heavy duty net of thickness 2.5 mm (mesh size 48x48 mm) to cover cricket practice pitch on 3 sides & Top, as per direction of engineer in charge |
| 29 | Provision for supply and Installation of Pedestal for Innaguration / Foundation made of Brick work with Tile work for facade and Granite Plate |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form work for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 31 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 32 | 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 Made of G.I. wire of dia. 4 mm. |
| 33 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work |
| 34 | 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) |
| 35 | 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 |
| 36 | Providing and fixing Satin cloth flags with sports council logo on GI pipes of 40 mm dia and 1.2 m length mounted on chain link fencing |
| 37 | Boring drilling bore well of 125 mm dia upto 120 m BGL or till sufficient aquifer zone/charge is encountered by using ODEX method of drilling and simultaneously driving of 125 mm dia ERW casing pipe after providing and fixing of MS casing pipes and casing drive shoe with the list 125 mm ERW MS casing pipe complete as per IS: 2800 (part 1), including collecting samples from different strata, preparing and submitting strata chart bore log, including hire and running charges of all equipment tools plants and machineries required for the job, all complete as per direction of Engineer-in-charge (ERW MS Casing pipe and casing shoe shall be paid separately). Total = 120 m |
| 38 | Providing of 125 mm dia. M.S. Casing Pipe. The 125mm dia. M.S. Casing Pipe ISI marked should have thickness of 5.4mm conforming to as per IS 4270/2001 medium class (Part-D) 2004 (Heavy C – Class, weight per mtrs = 18.11 kg) electric resistance welded beveled ended inside bead free pipes. All pipes from inside and outside to provide with two coats of anti-corrosive paint of superior/approved quality. There should be no circumferential weld. The pipe from inside should be bead free having smooth finish. Each pipe shall be subjected to hydraulic pressure test at the manufacturer works in accordance with IS 4270/2001 with latest amendments. All the physical and chemical properties of pipe including tensile strength should be in accordance with IS 4270/2001 with latest amendments. Total = 120 m |
| 39 | Providing and fixing casing drive shoe of required dia to the bottom of pipe assembly of tube well as per IS: 2800 (part 1), 125 mm dia. |
| 40 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well casing pipe removable as per requirement all complete for bore well of 125 mm dia. |
| 41 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, (Medium class B) Fixing pipes to vertical submersible pump in bore well (flanged type with rubber sealing). 40 mm dia. nominal bore. Total = 105 m. SCH-(19.6.5) |
| 42 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, (Medium class B) Fixing pipes to vertical submersible pump in bore well (flanged type with rubber sealing). 25 mm dia. nominal bore. Total = 20 m. SCH-(19.6.3) |
| 43 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, (Medium class B) Fixing pipes to vertical submersible pump in bore well (flanged type with rubber sealing). 20 mm dia. nominal bore. Total = 20 m. SCH-(19.6.2) |
| 44 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, (Medium class B) Fixing pipes to vertical submersible pump in bore well (flanged type with rubber sealing). 15 mm dia. nominal bore. Total = 20 m. SCH-(19.6.1) |
| 45 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. 15 mm dia. nominal bore. |
| 46 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. 20 mm dia. nominal bore. |
| 47 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. |
| 48 | Providing and laying of 2.5 sq mm 2 core copper submersible cable of pump set. Job is inclusive of making electrical connections/water proof joints. |
| 49 | Providing and laying of 16 sq mm 2 core armoured aluminium cable for main supply from main supply to voltage stabilizer/starter panel. Job is inclusive of making electrical connections/water proof joints. |
| 50 | Providing and installation of 01 No. submersible pump sets having discharge upto 1000 GPH at 85-95 meters Head Range with suitable HP operated on 220/230 V, single phase with Gun metal Non Return Valve suitable for 40 mm column pipe. Boring/casing size and water-cooled motor design. Pump housing shall be of stainless steel and also involve fabrication of pump adapters/nipples/flanges/clamp and elbow of suitable dia to be fitted with submersible pump set. Includes lowering of 01 no. submersible pump motor set along with column pipes and cable and ball valve of required dia (using tripod, chain pulley, steel wire slings, clamps etc.). Also includes DOL starter panel suitable for single phase submersible pump including MCB/MCCB, outdoor canopy type panel, protection against auto-start on power restoration, under-voltage/over-voltage protection, electrical connections, testing at no-load and full-load, plumbing works, tools/tackles and all taxes. |
| 51 | Providing and installation of single phase, copper wound, unbalanced type, continuous duty, outdoor canopy type, oil cooled Manual Voltage Stabilizer of capacity 10 KVA with output voltage 230 volts ±1%. Suitable for all power factors, with overload/underload protection and operating range of 90 V to 280 V (phase to neutral), digital voltage and current display for independent phases, bypass system and transformer oil (full capacity). Stabilizer to be provided with 32 A MCCB. Includes interconnections between electrical equipments and testing and commissioning of complete submersible pump unit along with voltage stabilizer, including material, skilled/unskilled labour, tools, tackles, carriage, transportation and all taxes. |
| 52 | Carriage of sand for a distance 15 km by mt |
| 53 | Carriage of stone aggregate for a distance of 15 km by mt Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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