Tender For Construction Of Sports Facility At Khrew P Ore Pulwama
Tender Value
49.83 Lakhs
Estimated cost
Bid Submission
09 Sep 2026
17 days left
EMD
99660
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 Sports Facility At Khrew P Ore Pulwama
BOQ
| Sl. No. | Item Description |
| 1 | Change Room with WashmroomEarth work in in mechanical excavation/ trench excavation by mechanical/ manual 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.2.7.1 All kinds of soil |
| 2 | Providing supplying and stacking of soling including laying ramming complete as per direction of engineer incharge incl. all carriages |
| 3 | 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: 1:4:8 mix incl. all carriages lead and lifts complete job.incl carriage |
| 4 | P/L in position cement concrete of specified grade excl. the cost of centering and shuttering all work up to plinth level 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone crushed aggregate 20mm Nominal Size |
| 5 | Reinforcement for RCC work incl. straightening, cutting, placing in position and binding all complete (Comforming to IS:1786-1985) upto floor 5 level complete job incl. all carriages. |
| 6 | Providing and laying in position cement concrete of speacified grade excluding the cost of shuttring all works upto plinth level in 1:3:6)( 1 cement: 3 coarse sand: 6 graded stone crushed aggregate 20mm Nominal Size |
| 7 | Centering shuttering, strutting and propping etc and removal of form work in incl. all leads lifts, carriages and scaffolding etc complete job (a)(foundation etc). |
| 8 | Brick work with common burnt clay F.P.S (non modular) bricks of class designation 75 in superstructure in plinth level upto floor level in 1:6 mix incl. curing complete including extra for Brick Work |
| 9 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 10 | P/F HI RIB precoatged galvalume profile sheets 0.50mm TCT having a crest height of 28-32mm at 195mm pitch and effective width of 975-1000mm and length to suit site requirement to the purlins using self drilling and self tapping fasteners of reputed make and fixing flashings, valleys, ridges of colour coated galvalume plain sheet using incl. verticle/curved surface fixed with self drillen dash fasteners or polymer coated J or L Hooks, bolts and nuts 8mm dia with bitumen and Gl Limper washers Excl. the cost of Purlins, rafters and Trusses and but inl. cutting to size and shape wherever required all complete self deilling and self tapping fasteners of reputed make and self tapping fasteners of reputed make complete and as directed. the contractor shall have to provide a minumum 5 years warantee for sheets against deterioration, disintegrations loss of luster, variation in colour shade etc and leakages across laps fasteners etc all type of steel sheets shall be load tested to satisfy 1.10 times the design wing load and coated thickness to the satisfaction of the Engineer-in-Incharge, |
| 11 | Providing ridges or hips of width 60 Cm overall width plain G.S Sheet fixed with polymer coated J or L hooks, bolt and nuts 8mm dia G.I limpet and bitumen wahers complete. |
| 12 | Providing andfd fixing of colour coated sheet of thickness 0.4mm for soffits incl. all necessary fittings and carriages complete |
| 13 | P/F of 60mm Puff panels of approved quality and collour incl. cos of nuts and other items required for fixing of pannels complet (thickness of G.I not less than 0.050) |
| 14 | 12 mm thick cement plaster in walls in 1:6 sand and cement ratio |
| 15 | Providing and applying 2mm white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to proepare the surface even and smooth complete. |
| 16 | Providing and fixing factory made UPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly einforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and ecessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm &sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single toughned glass pane lazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) |
| 17 | Providing and fixing 1st quality ceramic glazed floor tiles conformingtoIS : 15622 (thickness to be specified by the manufacturer ) of approvedmake in all colours, shades except burgundy, bottle green, black of anysize as approved by Engineer-in-Charge in skirting, risers of steps anddados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarsesand) and jointing with grey cement slurry @ 3.3kg per sqm includingpointing in white cement mixed with pigment of matching shadecomplete |
| 18 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622(thickness to be specified by the manufacturer), of approved make, in all colours, shadesexcept burgundy, bottle green, black of any size as approved by Engineer- in-Charge, inskirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement :3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointingin white cement mixed with pigment of matching shade complete |
| 19 | Providing and fixing gang saw cut, mirror polished, premoulded and prepolished, machinecut for kitchen platforms, vanity counters, window sills, facias and similar locations, ofrequired size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed withmatching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing toedges to give high gloss finish etc. complete at all levels (Area of slab upto 0.5 sqm) |
| 20 | P/F in position Polyethylene Septic tank type-B (Comfort or equivalent) having capacity for 20 users 47\\"x51\\"x119\\" inches in Size, including excavation of put as per the size, providing and laying of 150mm thick bed concrete in 1:4:8 mix (1 cement:4 cource sand:4 graded stone agg. 20mm nominal siz) filling the septic tank with fresh water , connecting the inlet and outlet with the septic tank and filling dry cource of sand and bajre around the septic tank complete job including carriage of all materials involved. |
| 21 | Supply and laying of precast RCC rings incl earth work in excation and RCC cover in M20 grade with reinforcement for soakage pit upto 14ft depth complete job. |
| 22 | P/F of wall cladding of superior quality weather proof over the surface incl. plastering over 25mm thick base cement mortar incl filling of joints with matching shade on plinth complete job. |
| 23 | P/F of following PVC Pipes & Fittings of standards quality & make (b Type) prince or equivalent incl. Jointing/Testing complete(A) 100mm dia |
| 24 | (B) 75mm dia |
| 25 | ( C) 50mm dia |
| 26 | P/ F of following PVC Pipes & fittings of stamdard quality & make (B Type) Prince or equivalent incl. Jointing/Testing complete (A) Door Junction (100mmx100mmx75mm) |
| 27 | Door Bend(75mmx75mm) |
| 28 | P-Trap |
| 29 | Floor Trap(100mm) |
| 30 | Floor Trap(100mm)bhnmkmkmkmkmkmmmm |
| 31 | Collar 100mm with Rubber Washer |
| 32 | Collar 75mm with Rubber Washer |
| 33 | Cowl 75mm Size |
| 34 | Plain Bend 100 mm |
| 35 | Plain Bend 75mm |
| 36 | Tee 100mm |
| 37 | Tee 75mm |
| 38 | P/F of PVC water Storage Tank four layer Vectus or eq. |
| 39 | Construction of Brick Masonry Inspection Chamber (450x450)mm inside depth 600mm in brick work in cement mortar 1:4 mix, RCC top slab with 1:2:4 mix, foundation concrete in 1:4:8 mix inside plastering 12mm thick in cement mortar 1:3 mix with floating coat of neat cement and amking channels complete, incl. cost of manholes frmae & Cover of required size of standard quality and carriages of all materials involved complete. |
| 40 | P/F of water closet squarting (W.C) indian type Orissa pattern white vitereous China with 100mm PVC \\"B type\\"P or S Trap, 10Litre Capacity low level fluishing cistern of approved make with flush cistern of approved make with flush pipe, manually controlled device (handle lever ) with all fittings and the walls and floors whenever required (580x440mm with integral type foot rest). |
| 41 | S/F of PPR pipes incl all fixtures like elbows, tees, sockets, etc and cutting the walls and making good the walls complete job (A) 32mm Dia |
| 42 | (B) 25mm Dia |
| 43 | (C) 16mm Dia |
| 44 | Providing and fixing 100 mm sand cast iron grating for gully trap |
| 45 | Tank Nipple 32mm dia |
| 46 | Tank Nipple 25mm dia |
| 47 | P/F of PPR gate value with CI wheel of approved quality (ISI mark)(A)25mm dia |
| 48 | (B) 32mm dia |
| 49 | pedestal of approved make CP brass basin mixer(Jaquar/Hindware of equivalent make), including Paintings of fittings and brackets, cutting and making good the wall whenever required. |
| 50 | P/F of Electric geyser Venus, Racold or equivalent make incl. C.P Connections and all fixtures (50ltr capacity). |
| 51 | P/F of looking mirror of superior glass (of approved quality), rectangular size (450x350mm) with plastic molded frame of approved make and shade with 6mm thick hard board backing. |
| 52 | P/F PTMT Towel Rail complete with brackets fixed to wooden cleats with CP Brass screws with concealed fitting arrangements of approved quality and colour. |
| 53 | P/F of PVC waste pipe for counter basin/wash basin(32mm dia) |
| 54 | P/F of C.P Brass fittings of standards quality and make (Jaquar or eq.)(A) AC Brass BIB Cock 15mm |
| 55 | (B) AC Brass BIB Cock 15mm Long Nose |
| 56 | P/F of CP Angle Valve 15mm dia Concealed type (Jaquar or eq.) |
| 57 | P/F of two way C. P Brass wall Mixer with arrangements for shower excl. cost of shower of approved quality (Jaquar or eq). |
| 58 | P/F of CP Brass Shower Rose with 15/20mm inlet. |
| 59 | P/F of PVC Connection with CP Nuts Superior. |
| 60 | P/F of two way C. P Brass Basin Mixer of approved quality and make (Jaquar or eq). |
| 61 | Finishing exterior walls with ready mixed water proofing cement based paint of approved brand and manufactures and of required shade to give an even shade two or more @ 3.84kg/10Sqm. |
| 62 | P/F of electrification incl all necessary fittings and fixtures like conduits ,wiring, switches ,LED'S , MCB'S , etc completeaaas as per direcr job. |
| 63 | Carriage of materials by M.T from source to site of worka) stone aggregate for an average lead of 15 kms |
| 64 | Carriage of materials by M.T from source to site of worka) Sand, for an average lead of 15 kms |
| 65 | Carriage of materials by M.T from source to site of worka) bricks for an average lead of 15 kms |
| 66 | 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. |
| 67 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 68 | 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 |
| 69 | 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 : 2coarse sand : 4graded stone aggregate 20mm nominal size) |
| 70 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 71 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Thermo-Mechanically Treated bars |
| 72 | 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 |
| 73 | Painting on steel work with synthetic enamel paint of approved brand and manufactureto give an even shade. |
| 74 | Carriage of materials by M.T from source to site of worka) Sand, stone aggregate for an average lead of 15 kms |
| 75 | Chain link fencing Earth work in excavation bymechanical means 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 : |
| 76 | P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work |
| 77 | 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 40 mm nominal size crushed aggregate (Including carriage ) |
| 78 | P/L in position cement concrete of specified grade excluding the cost of shuttering and centering , finishing all work upto plinth level 1:3:6grade (stone aggregate 20mm nominal size aggregate) |
| 79 | Centring and shuttering incl strutting propping etc and removal of form work for foundation footing bases of columns |
| 80 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 81 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 82 | P/F of 50 mm x50mm chain link fencing made of GI wire of 3mm dia incl straintning with 2mm nuts & bolts washers as required complete |
| 83 | Painting on steel work /Chainlink with synthetic enamel paint of approved band and manufacture of required colour to give an even shade on New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.(both sides incl vertical angles and horizontal runners complete) |
| 84 | Providing and laying RCC spun pipes of approved diameter and class NP2, including all necessary earthwork in excavation, preparation and laying of cushion bedding over and around pipes, jointing, testing, backfilling, and carriage of all materials to site, complete in all respects as per specifications and directions of the Engineer-in-Charge. (450mm int. dia) |
| 85 | Carriage of materials by M.T from source to site of worka)a) Sand for an average lead of15 kms |
| 86 | Carriage of materials by M.T from source to site of workb)) stone agg. for an average lead of 15 kms |
| 87 | Net Practice Pitch Earthwork 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. All Kinds of Soil |
| 88 | P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work |
| 89 | 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 40 mm nominal size crushed aggregate (Including carriage ) |
| 90 | P/L in position Reinfored cement concrete of specified grade excluding the cost of shuttering and centring finishing and reinforcement all work upto plinth level 1:1.5:3 Mix |
| 91 | Steel reinforcement for RCC work incl straightening ,cutting, hoisting ,placing, in position all complete (TMT Bars incl. Carriage |
| 92 | 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. CHS 60.3 OD (3.0mm) |
| 93 | Centering and shuttering incl shuttering propping etc and removal of form work for foundation footing bases of columns |
| 94 | P/F of synthetic polythene twin thickness knotted net 3 mm guage and 50x50 mm mesh |
| 95 | Carriage of materials by M.T from source to site of worka) Sand, stone aggregate for an average lead of 15 kms |
| 96 | Cricket Competition PitchEarth work in Bulk 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 |
| 97 | Consolidation of Pitch base to required gradient and x-section using PRR of 8-10t to achieve the required density |
| 98 | P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work |
| 99 | S/L of coarse sand incl. sieving of sand properly to remove any foreign substance and laying in layers not exceeding 50mm in depth and surface to be flooded with water incl. carriage of sand from near source |
| 100 | S/L of sandy loom (mixture of fine sand and fine clay) in ratio 1:10 to be laid in layers not exceeding 50mm in depth and consolidation with 1/2 tonne roller or plate vibrator |
| 101 | S/L of top layer of earth having highest clay content available to be laid in layers not exceeding 50mm in depth and consolidation with 1/2 tonne roller or plate vibrator |
| 102 | P/fixing 15x15 feet cricket canvas sight screen and is movable foldable with stable MS section frame with channel base with 4 SPecial turf tyres allowing easy movement with color black on one side of sight screen and white color on other side |
| 103 | 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 Test as per ISO 48892-2:2013. Cycle-1.TheseatpassBSEN12520: 2015 TEST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysSep 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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