Tender For Construction Of 2 No. Synthetic Volleyball Court With Seating Capacity Of 300 Spectators And Lights At Takia Saifullah Pahoo Kakapora Pulwama.
Tender Value
97.71 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
16 days left
EMD
1.95 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Srinagar → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 2 No. Synthetic Volleyball Court With Seating Capacity Of 300 Spectators And Lights At Takia Saifullah Pahoo Kakapora Pulwama.
BOQ
| Sl. No. | Item Description |
| 1 | Synthetic Volleyball CourtPreparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. with earth or quarry spoils etc. and rerolling the subgrade. |
| 2 | Supply and laying of GSB (Granular Sub base course) incl spreading, levelling and consolidation (power road roller 8-10 tonne capacity) to required gradient camber including all carriage complete job. |
| 3 | Supply and stacking of graded stone aggregate, moorun and stone screening at site incl. laying of water bound macadam with specified stone aggregate, stone screening and binding material incl. screening sorting spreading to template and consolidation with power road roller 8-10 tonne capacity will all carriages complete base course (G2) with (63-45) mm size incl. stone screening 13.2 mm size. complete incl carriage for an average lead of 60 Km (finished work to be measured) |
| 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 should not 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 all materials, all leads lifts octroi charge taxes etc. |
| 5 | P/F of artificial UV resistanat polyethylene synthetic grass with rigid monofilment yarn, 40mm pile height and 1250g/sqm pile weight with total carpet weight not less than 2500g/sqm and infiill in the ratio of 2:1 with sand(size of sand 0.2mm-1.0mm) 15mm (minimum)height and Rubber 8mm(minimum)height infill weight not less than 2.25kg/sft .The stitch rate per meter should be minimum of 285 All line marking shall be white, unless in the drawings. line marking shall be sitched 'tufted' material (painted lines are not acceptable) the carpet should be laid as per the manufacturers manual incl. All applicable taxes, Lavies, Octoria, transportation loading/unloading complete. |
| 6 | Supply of Volleyball post set of standard quality and make made of heavy duty 75mm round steel pipe with telescopic system for height adjustment, provided with wheels for smooth shifting and levelers to adjust height on uneven surfaces, complete including all applicable taxes, royalties, lavies etc incl. loading/unloading assembling erecting and adjusting at site and all leads and lifts complete. |
| 7 | PathEarthwork 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. |
| 8 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 9 | P/L in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level (1;4;8) stone aggregate 20 mm nominal size incl all carriages bt M. t for an avg. lead of 20 Kms complete. |
| 10 | P/L in position cement concrete of specified grade excluding the cost of shuttering and centering finishing and reinforcement all work upto plinth level (1:2:4) stone aggregate 20mm nominal size aggregate 20 mm nominal size incl all carriages bt M. t for an avg. lead of 20 Kms complete. |
| 11 | Chequerred pre cast cement conctete tieles 22mm thick in path and court yard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing cleaning and curing complete on 20mm thick bed of cement mortar 1:4 mix (1cement : 4 coarse sand) ordinary cemment without any pigments etc. complete. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 13 | CHAIN LINK FENCINGEarth 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 and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 14 | Supplying/filling boulders tightly hand packed under foundation & under floors incld. all leads, lifts and all carriages upto site of work complete. |
| 15 | Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level in 1:4:8 (1 cement : 4coarse sand : 8graded stone aggregate 40mm nominal size) |
| 16 | Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level in 1:2:4(1 cement : 3coarse sand : 6 graded stone aggregate 20mm nominal size)incl all carriages |
| 17 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 18 | Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. |
| 19 | Providing and fixing G.I. chain link fencing made of GI wire of required width inmesh 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. |
| 20 | Painting on steel work with synthetic enamel paint of approved brand and manufactureto give an even shade two or more coats incl. a coat of steel priemer( both sides incl vertical angles and horizental runners compelte) |
| 21 | Carriage of materials by M.T from source to site of worka) sand stone aggregate for an average lead of 15Kms |
| 22 | SEATING TIEREarthwork 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. |
| 23 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 24 | Providing and laying in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level .(1:4:8 ) stone aggregate 40mm nominal size aggregate |
| 25 | Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level in 1:2:4 (1 cement : 2coarse sand : 4graded stone aggregate 20mm nominal size) |
| 26 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Thermo-Mechanically Treated bars |
| 28 | Structural Steel work welded in built up sections trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required |
| 29 | Painting on steel work with synthetic enamel paint of approved brand and manufactureto give an even shade two or more coats incl. a coat of steel priemer |
| 30 | Carriage of materials by M.T from source to site of worka) sand and stone aggregate for an average lead of 15Kms |
| 31 | MAIN GATEEarthwork 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. |
| 32 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 33 | Providing and laying in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level .(1:4:8 ) stone aggregate 40mm nominal size aggregate |
| 34 | Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level in 1:2:4 (1 cement : 2coarse sand : 4graded stone aggregate 20mm nominal size) |
| 35 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 36 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Thermo-Mechanically Treated bars |
| 37 | Structural Steel work welded in built up sections trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required |
| 38 | Painting on steel work with synthetic enamel paint of approved brand and manufactureto give an even shade two or more coats incl. a coat of steel priemer |
| 39 | P/F of decorative stone tile work for gate pillars for wall liningbacking filled with a grout of 12 mm thick average in cement mortar 1:3 (1cement: 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement:2 marble dust) with an admixture of pigment to match the marble shade etc complete job incl all carriages involved |
| 40 | 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 or bolts and nuts @ 300mm c/c all along the periphery as well as in two vertical rows along with theft resistant measures including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawing, specification and direction of Engineer-in-charge (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). |
| 41 | Flag /HoardingStructural Steel work welded in built up sections trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required |
| 42 | Supply and stitching of sarten cloth for making flags incl. cost of sports Council logo size 3'*8'0\\" |
| 43 | Providing and fixing of hardings made of 25mm square hollow tubes framework incl.with 1mm thick flex incl cost of photography etc |
| 44 | Floods Lights for VolleyballSupplying, Erection, Testing and Commissioning of 10 metre high single section octagonal steel pole fabricated from high strength structural steel conforming to BS EN 10025 Grade S355JR/JO or ASTM A572 Grade 50, having top diameter 70-100 mm, bottom diameter 175-190 mm and minimum sheet thickness 3 mm (with suitable thickness variation as per design), complete with base plate of minimum size 275×275×16 mm conforming to IS 2062. The pole shall be designed to withstand wind velocity of 45-50 m/sec as per IS 875 (Part-3) and shall be supplied complete with manufacturer's approved GA drawing. The shaft shall have single longitudinal L-seam weld conforming to BS 5135 and shall be hot dip galvanized after fabrication as per IS 4759/IS 2629/BS EN ISO 1461/ASTM A123 with minimum average zinc coating thickness of 65-701 microns. The pole shall be complete with hot dip galvanized lantern carriage assembly of suitable No design and load carrying capacity for mounting 4 Nos. LED flood lights, along with a weatherproof control box arrangement housed at the bottom of the pole shaft. The pole shall be provided with a lockable access door of minimum size 120 mm x 500 mm with suitable locking arrangement, including all necessary accessories (excluding cost of LED flood lights). The complete pole shall be erected on newly constructed RCC foundation including all necessary accessories, hardware and commissioning. Bajaj Electricals, Valmont Structures India, Jindal Industries, Transrail Lighting Limited, Skipper Limited, Utkarsh India, MKC Infrastructure Lighting Division, Philips Lighting India (Signify) |
| 45 | Supply, transportation, installation, testing and commissioning of LED Flood Light Fitting of 250 Watt capacity suitable for mounting on 10 metre High Mast, comprising pressure die cast aluminium housing with toughened glass cover, high power LEDs with minimum system efficacy of 130 lm/W, IP-66 protection, surge protection minimum 10 kV, power factor not less than 0.95, THD less than 10%, CCT 5700K-6500K, CRI >70, complete with constant current electronic2 driver, heat sink arrangement, stainless steel hardware, adjustable mounting bracket, internal wiring, connectors and all accessories required for proper operation, conforming to relevant BIS/IEC standards, complete as required. The item shall include fixing on high mast carriage/head frame, connection with suitable copper flexible cable, glands, lugs, testing and commissioning complete in all respects. Approved Makes: Bajaj / Phillips (Signify) / Crompton /Wipro/Havells/CG/Surya or equivalent. |
| 46 | Supply and fixing of foundation boltsM24x800 as specified in the drawing, manufactured from guaranteed performance high tensile strength special steel, hot dip galvanized, holding down bolts supplied with precision made steel template including nuts washers etc. |
| 47 | Providing and casting RCC foundation for 10 metre Octagonal pole Including excavation, dressing and ramming of foundation pit, providing and laying plain cement concrete (PCC) bed, reinforced cement concrete of grade M25, reinforcement steel, centering, shuttering, foundation bolts, templates, curing, backfilling, disposal of surplus excavated earth, cable entrysleeves/pipes and all allied civil works complete as required. The foundation shall be designed considering safe soil bearing capacity (SBC) of 10 tonnes/sq.m at 2.0 metre depth and suitable for the specified wind loading conditions. Provision for cable entry at the bottom of the pole shall also be made complete as required and as per manufacturer's approved structural design and site conditions. Drawing enclosed |
| 48 | Providing complete Gi Plate Earthing (600×600×6 mm) with Gl strip riser, watering arrangemen 5 masonry Inspection chamber with Cl cover, charcoal, salt and all accessories complete. |
| 49 | S.I.T.C. of 63 A DP MCB as Incomer, 4 Nos. 6A SP MCBs (C-curve) for Individual protection of LED flood lights, suitable terminal blocks, 24-hour electronic programmable timer with manual override facility, heavy duty locking arrangement, 25 A contactor for automatic switching ON/OFF of luminaires, and complete termination of Incoming/outgoing cables with suitable size ferrules and compression glands, including all accessories. (L&T/Schneider/Siemens/ABB/Havells equivalent |
| 50 | Providing of service connection and earthing's to luminaire from the junction box in 2.5 sq. mm ISI marked, FRLS/HFFR PVC insulated, single core multistranded copper conductor cable of Havelles/polycab/KEI/Grandlay/Apar/Polycab or equivalant make including end termination lugs /thimbles including of its crimping and taping (PNE) including the cost of wire |
| 51 | Supply installtion, testing And commissioning of service line 4 Core x 10 sq.mm, Aluminium conductor, armoured, XLPE/PVC insulated, PVC sheathed cable of Havelles/polycab/KEI/Grandlay/Apar/Polycab or equivalant make and connection to Junction Box |
| 52 | Supply and laying of 63 mm Outer dia heavy duty HDPE pipe at road crossing and where ever required including bends, junctions, clamps, saddles, collars excavation/refilling wherever required and complete installation as per site conditions. |
| 53 | Providing, laying, testing and commissioning of 4 Core x 10 sq.mm XLPE insulated, PVC sheathed, armoured aluminium conductor, 1.1 kV grade LT cable through 63 mm outer diameter heavy-duty HDPE duct laid in excavated cable trench, including excavation, laying of HDPE duct, sand cushioning (75 mm below and above the duct), backfilling, compaction, route markers, cable identification tags, cable glands, compression lugs, end terminations, testing, commissioning and all other accessories, labour, tools and tackles complete as required. |
| 54 | Supplying, installation, testing and commissioning of 10 kVA, 415 V, 3-phase, 50 Hz, 1500 RPM, silent type diesel generating set having Prime Power Rating of 10 kVA at 0.8 power factor, complete with water-cooled diesel engine, brushless self-excited and self-regulated alternator, CPCB-IV+ compliant acoustic enclosure, anti-vibration mountings, residential silencer, fuel tank, electric starting system with batteries and charger, standard control panel with all protections, Foundation bolts, interconnecting cables, earthing terminals and all standard accessories, ncluding factory testing, transportation, installation, fuel and load arrangements for testing, site cesting and commissioning, complete in all respects as per CPWD specifications and as directed by the Engineer-in-Charge |
| 55 | S/Laying (partly overhead/ partly underground), testing and commissioning of XLPE alluminium rmoured cable 650 V/1100 V Grade as per IS 7098 (Part 1) 1988 with upto Date mendments. Havell/Eq. standard make as directed by engineer incharge and making end ermination with brass compression gland and aluminium lugs of required size. 50 sq.mm 3.5 ore Larmoured) |
| 56 | providing and fixing weatherproof 'DANGER-415 VOLTS' plate of minimum size 200 mm x 150 mm, made of 2 mm thick vitreous enamelled mild steel/aluminium sheet with red lettering on white background and skull & cross-bones symbol, fixed to the pole/control box with stainless teel screws/clamps, complete as required and conforming to IS 2551 and CPWD specifications. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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