Tender For Upgradation Of Mini Stadium Hiranagar, District Kathua(C. No.26)
Tender Value
1.81 Crore
Estimated cost
Bid Submission
24 Oct 2026
1 days left
EMD
3.62 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kathua → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Upgradation Of Mini Stadium Hiranagar, District Kathua(C. No.26)
BOQ
| Sl. No. | Item Description |
| 1 | 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 and disposal of surplus excavated earth as directed, within a lead of 50 metres: |
| 2 | 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 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 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 with1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size |
| 4 | 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 5 | 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) |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | 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 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work forlintels,beams,girders,bressumers and cantilevers all complete. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work forColumns, pillars, piers, abutments, posts and struts. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 13 | Brick work with common burnt clay (non-modular) bricks of classdesignation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 14 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 15 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 16 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 17 | 12mm Cement plaster of mix1 : 4 ( 1 cement : 4 fine sand) |
| 18 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc. complete. 25mm thick with 12.5 mm nominal size stone aggregate. |
| 19 | 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. |
| 20 | Finishing walls with water proofing cement paint of required shade onNew work (two or more coats applied @ 3.84 kg/10sqm) |
| 21 | Designing, fabricating, testing, installing and fixing in positionAluminium Composite Panel Cladding/HPL, with open grooves for linear as well as curvilinearportions of the building, for all heights and all levels etc. including:a) Structural analysis & design and preparation of shop drawings for pressureequalization or rain screen principle as required, proper drainage of water to make itwatertight including checking of all the structural andfunctional design. b) Providing, fabricating and supplying and fixing panels oFHPL cladding in pan shape in metallic colour of approved shades made out of 4mm thickaluminium composite panel material consisting of 3mm thick FR grade mineral coresandwiched between two Aluminium sheets (each 0.5mm thick). The aluminiumcomposite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resincoating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, ashers, cleats, weather silicone sealant, backer rods etc.c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanizedwith serrations and serrated washers to arrest the wind load movement, fasteners, SS 316Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bimetalliccontacts all complete required to perform as per specification and drawing Theitem includes cost of all material &labour component, the cost of all mock ups at site, costof all samples of the individual components for testing in an approved laboratory, fieldtests on the assembled working curtain wall with aluminium composite panel cladding,cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding ispayable under the relevant aluminium items The Contractor shall provide curtain wallwith aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. |
| 22 | Poviding and fixing of 3D raised letters of approved make, made of exterior-grade stainless steel equivalent material, in approved colour and finish, including cutting, fabrication, and fixing on ACP cladding using suitable adhesive, screws, spacers, or other approved fixing arrangements, complete in all respects as directed by the Engineer-in-Charge. 12\\" max size) \\" JAMMU AND KASHMIR FOREST DEVELOPMENT CORPORATION LTD. |
| 23 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position andapplying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete.10.16.1 Hot finished welded type tubes |
| 24 | Supplying and stacking at sitE Good Earth including royalty ( earth measured in stack will be reduced by 20% for payment |
| 25 | Supplying and stacking at site dump manure from approved sourceincluding carriage complete (manure measured in stacks will be reducedby 8% for payment)Screened through sieve of I.S. designation 4.75 mm |
| 26 | Spreading of sludge, dump manure or/and good earth in required thickness as per directions of officer in-charge (cost of sludge, dump manure or/and good earth to be paid separately) |
| 27 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. |
| 28 | Grassing with selection no. 1 grass including watering & maintenance ofthe lawn for 30 days or more till the grass forms a thick lawn free fromweeds & fit for mowing including supplying of good earth if needed (thegood earth shall be paid separately.) In rows 5 cm apart in either direction |
| 29 | Providing & fixing of fixed poles/ posts with net for Futsal & hockey including the sport equipments of approved quality and make |
| 30 | Sports Equipments as directed by engineer incharge |
| 31 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge |
| 32 | Providing & fixing at or near ground level precast cement concrete in kerbs,, edging etc asper approved patterns and setting in position with cement mortar 1:3(1 cement:3 coarsesand) including the cost of required centring, shuttering and curing complete4.9.1 1:1½:3(1 cement :1½ coarse sand :3 graded stone aggregate 20 mmnominal size) |
| 33 | Sand by mechanical transport @ 4 Km |
| 34 | Aggregates by mechanical transport @ 4 Km |
| 35 | bricks by Mechanical Transport@ 4km |
| 36 | Carriage of material by mechanical transport including loading, unloading & stacking complete avg 3kms bt M.T |
| 37 | Conducting and Providing Soil investigation / bearing capacity test and prepartion of Site Plan 5 on A2 size , architectural drawing (5 set on A2 size , design of structure (5 set on A3 size ) from architect & structural designer and also vetting of structural drawings from IIT/ NIT/GCET OR DIQC before execution of work Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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