Housing Urban and Rular Development Government Departments Closing in 8 days TDR #58186341

Tender For Up-Gradation Of Revenue Training Institute Gole Gujral Jammu Phase-Ii By Way Of Construction Of Indoor Badminton Court And Outdoor Basketball Court

Issued by Government Departments · Jammu, Jammu and Kashmir
Tender Value
1.33 Crore
Estimated cost
Bid Submission
06 Nov 2026
8 days left
EMD
2.66 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jammu → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Up-Gradation Of Revenue Training Institute Gole Gujral Jammu Phase-Ii By Way Of Construction Of Indoor Badminton Court And Outdoor Basketball Court

BOQ

Name of Work:- Up-gradation of Revenue Training Institute Gole Gujral Jammu Phase-II By way of Construction of Indoor Badminton Court and Outdoor Basketball court
Sl. No. Item Description
1Earth work in excavation by manual 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: All kinds of soil :
2CEMENT CONCRETE (CAST-IN-SITU) 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: 1:5:10 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
3CEMENT CONCRETE (CAST-IN-SITU)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)
4CAST-IN-SITUProviding 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)
5CAST-IN-SITUReinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts upto floor five level including curing but excluding cost of centering shuttering,finishing andreinforcement.. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
6CAST-IN-SITUReinforced 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)
7CEMENT CONCRETE (CAST-IN-SITU) 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)
8Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
95.9.5 Lintel, beams, plinth beams, girders, bressumers and cantilevers.
105.9.6 Columns, pillars, piers, abutments, posts and struts.
11Suspended floors, roofs, landings, balconies and access platforms.
12Edges of slabs and breaks in floors and walls Under 20 cm wide
13Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
14Supplying and filling in plinth with fine sand ramming, consolidating and dressing complete.
156.1.4 Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :6.1.5 Cement mortar 1:6 ( 1 cement : 6 coarse sand)
166.4 Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
17Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more
1813.2.2 : 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand)
1912mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)
20CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT12mm Cement plaster finished with a floating coat of neat cement of mix: 13.7.1 1 : 3 ( 1 cement : 3 fine sand)
21Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.). For fixed portion. Polyester powder coated aluminum (minimum thickness of polyester powder coated 50 microns)
22For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.) Polyester powder coated aluminum (minimum thickness of polyester powder coated 50 microns)
23Providing and Fixing ACP Sheet with necessary fitting like snap beading, screws, nails etc. complete
24Steel 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 Electric resistance or induction butt welded tubes (7.50Kg/Sft
25SHEETS ROOFING Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on verlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Colour Coated Sheet
26Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate
27Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
28Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2mm thick
29Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and Including priming coat with water thinnable cement prime
30CERAMIC GLAZED TILESProviding 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, shades except burgundy, bottle green, black of any size as approved by Engineer - in-Charge, in skirting, 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 pointing in white cement mixed with pigment of matching shade complete
31Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete.11.50.1 In colour such as White, Ivory, Grey, Fume Red Brown
32Providing and Fixing PVC Vinyl Flooring 4.5mm thick International Badminton Federation (BWF) approved
33Providing and Fixing Wooden Flooring, International Badminton Federation (BWF) approved
34Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS:277 and consisting of angle cleats of size 25 mm widex1.6mm thick with flanges of 27mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 40mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.5mm of required length with nuts & bolts of required size and other end of angle hanger fixed with G.I. channels 45x15x0.9 mm running at the spacing of 1200 centre to centre, to which the ceiling GI Metal Ceiling Lay in plain Tegular edge Global white colour tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and lectro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. section 0.5mm thick bottom wedge of 80mm with tapered flan ges of 26 mm each having clips of 10.5 mm at 450mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with
35Providing and fixing aluminum hanging floor door stopper, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : Twin rubber stoppe
36Providing 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. (i) Single socketed pipes 110 mm diametre
37Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, having brand logo embossed on the body/plate with double spring mechanism and door weight upto 125 kg for doors including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer in- plate etc. complete as per the direction of Engineer-in-charge.22.4.1 With Stainless Steel cover plate minimum 1.25 mm thickness
38Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 9.98.1 300x16 mm
39Providing and fixing ISI marked oxidized M.S. handles conforming to IS : 4992 with necessary screws etc. complete : 9.64.1 125 mm
40Providing and fixing ISI marked oxidized M.S. handles conforming to IS : 4992 with necessary screws etc. complete :9.64.2 100 mm
41Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 liter low level white P.V.C. flushing cistern, including flush pipe with manually controlled device (handle lever), conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:18.2.1 W.C. pan with ISI marked white solid plastic seat and lid
4218.7 Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the walls wherever required :18.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.
43Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings
44Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 453x357 mm
45CPVC PIPES AND FITTINGSProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge. 19.3.1 Internal work-exposed on wall, including fixing the pipe with clamps at 1.00 meter spacing
46Constructing brick masonry chamber for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1 cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size), inside plastering 12 mm th ick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :20.24.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line-
47Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for 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 110 mm bend 110 mm bend
48Coupler110 mm
49Single tee with door 110x110x110 mm
50Single tee without door 110x110x110 mm
51Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
52Providing and fixing 15 mm nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms
53Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931
54Providing and fixing uplasticized PVC connection pipe with brass unions 30 cm length 15 mm nominal bore
55Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete: Semi rigid pipe18.28.1.1 32 mm dia
56Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour: 18.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms
57Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 250x10mm
58Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 150x10mm
59Catrriage of material by Mechanical Transport for an average lead of 10Km Sand aand stone aggregate 40mm or above
60Catrriage of material by Mechanical Transport for an average lead of 10Km Sand aand stone aggregate bellow 40mm
61Catrriage of Bricks by Mechanical Transport for an average lead of 15Km
62Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. Group-C
63Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
64Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. 63 A TP&N
65Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 8 way , Double door
66Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required.
67Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)
68Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
69LED Panel light 2x2 ft. (System lumen efficacy ≥105 <120 lm/Watt) 40 watt
70Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4 X 10 sq. Mm
71Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil :
72Treatment of soil under existing floors using chemical emulsion (Chlorophriphos/Lindane E.C. 20% with 1% concentration) @ one litre per hole, 300mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement :2 coarse sand) to match the existing floor
73Providing and laying river bed material on the road surface by way of spreading the same in uniform layer not exceeding 20cm in depth , watering and compacting with vibratory PRR of 8-10 tonne capacity including carriage of material from source to site of work (all lead lift complete)
74Supply, staking and laying of graded stone aggregate/ water bound macadam with specified grade, screening and binding material, screening,sorting, spreading to template and consolidation with PRR 8-10 Tone capacity. Complete job including all necessary carriages. 63mm to 45mm
75Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer -in-Charge
76Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.On W.B.M. @ 0.75 Kg/sqm.
77Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
782.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) With paving Asphalt grade VG-30 with no solvent.
79SEAL COATProviding and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
80Providing and laying of synthetic coating to smoothen surface in eight layers a. Two Layers resurfacer. b. Four layers of cushining (Rubberised) c. Two layers of colour coating acrylic rubber paint. d. Line marking of ISO 9001 & 2015 certified make including ITF approved certification under 1 star rating.
81Supplying and fixing height adjustable goal post with Net including all fixtures complete job as per the direction of Engineer-in-Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58186341
AUTHORITY Government Departments
TENDER VALUE 1.33 Crore
LAST DATE 06-11-2026
Authority
Authority Name Public Works Department
Work Description Tender for Up-Gradation Of Revenue Training Institute Gole Gujral Jammu Phase-Ii By Way Of Construction Of Indoor Badminton Court And Outdoor Basketball Court
Basic Detail
Tender No Short e-NIT No. 89 of 2026-27 Dated 23-10-2026
Bidding Type Tender
Location
City Jammu
State Jammu and Kashmir
Key Dates
Publish Date 23 Oct 2026
Submission Date 06 Nov 2026
Open Date 07 Nov 2026
Finance
Tender Value 1.33 Crore
Tender Fee 3000
EMD 2.66 Lakhs
Exemption Not Available
Document List
BOQ_1115304.xls
d32d7b83-23f5-406c-82b4-291eeafe5a55.html
Tendernotice_1.pdf

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Tender Timeline

Oct 23, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 06, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Nov 07, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

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d32d7b83-23f5-406c-82b4-291eeafe5a55.html

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Tendernotice_1.pdf

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