Tender For Construction Of Volley Ball Academy At Damhal Hanjipora District Kulgam
Tender Value
90.72 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
16 days left
EMD
1.81 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 Volley Ball Academy At Damhal Hanjipora District Kulgam
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 RBM 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 | 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 (framing of Tubular structural steel to be paid seperately) |
| 8 | Supply of Dugout structure fabricated from MS tube having minimum dimension of 50 x 50mm Square Tube detachable framework with powder coated matt finish. The height of the dugout will be 2.05 meter at front side, Curved surface roof and 4.9 mtr length The seating capacity will be of 10 players. The structure will be covered with 3mm thick transparent or colored polycarbonate sheet on top and two sides.Wheel Assembly – Solid tyre 10” wheel attached to dugout for easy movement without any damage to the sports field.The Structure is Provide with HDPE Blow Molded Seat:Double-wall hollow blow mold bucket type seat having minimum dimensions as 465 mm side length x 440 mm front width x 390 mm rear height in one piece of HDPE having minimum shell thickness of 2 mm on each wall. Minimum seat density of 0.95 gram/cm3, weight of plastic chair should not be less than 1.9-2.1 kg. Chair should withstand in high temperature not less than 50°C with ultraviolet stabilizer and color fastness, having ergonomic design, the chair should be fixed with Metal Inserts moulded inside seat to connect seat with sheet metal bracket which is mounted on 40x2mmS Square tube.Chair has a warranty of 2years against significant color fading and 5 Years against breakage due to manufacturing .chair plastic part tested with xenon-Arceposure |
| 9 | PathEarthwork in excavation by mechanical 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. |
| 10 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 11 | 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 complete. |
| 12 | 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 complete. |
| 13 | centring and shuttering including strutting,propping etc and removal of formwork etc foundation,footing,base for colimns |
| 14 | 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. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 16 | Carriage of materials by M.T from source to site of worka) sand for an average lead of 25Kms |
| 17 | Carriage of materials by M.T from source to site of worka) stone aggregate for an average lead of 15Kms |
| 18 | Chain Link fencingEarthwork 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. |
| 19 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 20 | 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 |
| 21 | Providing and laying in position specified grade of 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) |
| 22 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 23 | Structural Steel work in single section,fixed with orr without connecting plate,including cutting,hoisting,fdixing in position and applying priming coat of approved steel primer all complete |
| 24 | P/F of 50 mm x 50mm Chain link fencing made of GI wire of 3mm dia incl straintning with 2mm nuts & bolts washers as required complete |
| 25 | 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 |
| 26 | Carriage of materials by M.T from source to site of worka) sand stone aggregate for an average lead of 20 Kms |
| 27 | SEATING TIEREarthwork in excavation by mechanical means 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. |
| 28 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 29 | 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 |
| 30 | 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) |
| 31 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 32 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Thermo-Mechanically Treated bars |
| 33 | 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 |
| 34 | 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 |
| 35 | Carriage of materials by M.T from source to site of worka) sand stone aggregate for an average lead of 15Kms |
| 36 | ELECTRICSupply, installation, testing, and commissioning of a 7-meter-long octagonal galvanized lighting system pole of 4 mm thickness, with bottom and top diameters of 70 mm and 130 mm respectively, and base plate size of 225 mm × 225 mm × 12 mm (as per PLG 07 of ILP UK Technical Report No. 7 of ILE UK / IS:875 Part 1-2015 / BS EN 10025 / IS:2062), consisting of totally hot-dip galvanized singledipped method lantern carriage suitable for up to 4 nos. luminaires with welded frame suitable for stadium lighting, including junction box for light connections with 40A connector, mast head frame assembly with full cover type sustaining integral power tool accessible from door with padlocking arrangement, stainless steel foundation bolts 600 mm long and 20 mm dia, EPR insulated PCP sheathed 5-core × 4 sq.mm trailing cable. The mast shall be provided with a 60A connector inside the pole. OEM must have a type test certificate. Philips/ Bajaj/ Anchor or equivalent make. |
| 37 | Supply, installation, testing, and commissioning of 250 Watt LED Flood/Stadium Luminaire, having powder-coated single-piece pressure die-cast aluminium housing with heat dissipation fins and UV-stabilized PC/toughened glass cover, complete with secondary lens on each LED. LEDs shall be SMD type of 3–5 Watt each. The luminaire shall have a minimum system efficacy of 125 lm/W with potted driver, unique BIS registration number, and operating input voltage range of AC 120–270 V with high-voltage cut-off and auto-resetting protection. Power factor shall be greater than 0.95, driver efficiency greater than 85%, operating temperature range from -5°C to 45°C, and driver current less than 750 mA. The luminaire shall be BIS and trademark certified, with minimum life expectancy of 50,000 burning hours, CRI >70, and CCT 5700K. Surge protection shall be from 4KV to 10KV. Fixture shall comply with IS 10322 standards. LM79/LM80 test certificates/reports along with OEM warranty shall be submitted. Philips/Havells/Crompton or equivalent make. |
| 38 | Supply, laying, connecting and commissioning of 10sq.mm 4 core XPLE/PVC insulated and steel armoured 1.1KV grade aluminium LT cable including cost of required Al. Thimbles duly crimped. Havells/KEI/Polycab or equivalent make. |
| 39 | Supply and laying DWC HDPE Pipe 40 mm OD. Pipe along with all accessories like sockets, bends, couplers etc. |
| 40 | Supply and drawing FRLS PVC insulated 1.5 sq.mm 3 core copper cable through pole to the light. |
| 41 | Supply, installation, testing and commissioning of Main outdoor type weatherproof panel of 3mm thickness (size 3’x4’) including stand double door with locking arrangement. The panel should include ammeter, voltmeter, TPN MCCB 100amp, 4 no aluminium bus bar, TPN 32A 7 N |
| 42 | Supply, laying, connecting and commissioning of 35 sq.mm 3.5 core XPLE/PVC insulated and steel armoured 1.1KV grade aluminium LT cable including cost of required Al. Thimbles duly crimped. Havells/KEI/Polycab or equivalent make. |
| 43 | Supply, installation, testing and commissioning of 10KVA Gen set complete with all accessories. Ashok Leyland/ Mahindra/ Kirloskar or equivalent make. |
| 44 | Construction of pole foundations with a depth of 4 ft and cross-section of 2 ft × 2 ft, using M20 grade cement concrete, including reinforcement steel weighing 30 kg per foundation. |
| 45 | Excavation for laying of underground cable all around the stadium with a depth of 2 ft. |
| 46 | Earthing with 4.5 m long and 40 mm dia GI earth pipe, including all accessories, masonry chamber with cover plate and locking arrangement, watering pipe, charcoal/coke, and salt as required, complete in all respects for distribution box/feeder panel and genset. |
| 47 | Providing and fixing GI wire spiral earthing for poles. 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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