Repair and upgradation of Sports Stadium Dadumajra Village, Chandigarh.

Municipal Corporation, Chandigarh · Chandigarh, Chandigarh · Civil Works & Infrastructure · open

Key facts

Tender value: ₹1.2Cr
EMD: ₹2.5L
Published: 03 Nov 2026
Closing date: 10 Nov 2026
Status: open
Status as of: 04 Nov 2026 06:45 UTC
Department: Engineering-MCC
Office: Road Division - I

Description

Repair and upgradation works at the Sports Stadium in Dadumajra Village, Chandigarh, including civil, roofing, flooring, painting, fencing, aluminium work and air-conditioning items.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (97)

Earth work in excavation by Mechanical means ( Hydraulic excavator) manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, and excluding of disposed earth to be leveled and neatly dresses — Qty: 239.82 Cum
Carriage of earth by mechanical transport including loading, unloading Lead of 2 km complete in all respect to the entire satisfaction of the Engineer-In-Charge. — Qty: 239.82 Cum
Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR : 11.1.2) — Qty: 269.4 Sqm
Renewal of top layer of jogging tracks for material after scrapping 1"-1 1/2" depth and filling 4" thick cinder and clay mix (top layer of cinder i.e. 70% and 30% of clay) on entire area and watering and compacted of new layer complete in all respect. — Qty: 1969.52 Sqm
Supplying and filling in plinth with Choe sand under floors including, watering, ramming consolidating and dressing complete. — Qty: 41.35 Cum
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. — Qty: 10377.726 Kg
Providing and fixing precoatedgalvanized iron profile sheets (size, shape and pitch of corrugation as 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in epoxy by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screwsprimer on both side of the sheet and polyester top coat 15-18 microns. Sheet approved by Engineer-in-charge) 0.05 mm. 240 mpa mm steel grade, 5-7 microns should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired of size (5.5x 55mm) with EPDM seal or 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 complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (DSR 12.50) — Qty: 271.38 Sqm
Providing and fixing aluminium work for door, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other section of approved make confirming to IS: 733 and IS: 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners inclusding necessary filling up of gaps at juctions, at top, bottom and sides with required PVC neoprene fell etc. Aluminium section shall be smooth, rust free, straight, mitred and jointed machanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling C.P bass/stainless steel screws. all complete as per architectural drawings and the derection of Engineer-In-Charge. (Glazing and panelling to be paid for separately) for fixed portion: - Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, minimum anodic coating of grade AC15) For fixed portion. (DSR : 21.1.1) — Qty: 127.34 Kg
Providing and fixing aluminium 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 rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium 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 and panelling to be paid for separately):For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings sha — Qty: 35.61 Kg
Providing and fixing 12mm thick prelaminated paticle board flat pressed three layer or graded wood particle board confirming to IS: 12823 grade 1 type 11, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P brass / stqainless steel screws etc. complete as per architectural drawings and directions of Engineer-In-Charge. Prelaminated particle board with decorative lamination on both sides. (DSR : 21.2.2) — Qty: 22.96 Sqm
Providing and fixing glazing in aluminium door, window, ventilator shutter and partitions etc. with PVC/necprene gasket etc. complete as per the architectural drawing and the direction of Engineer-In-Charge (cost of aluminium snap beading shall be paid in basic item) with flot glass panes of 5.50mm thickness) drawing and the direction of Engineer-In-Charge (cost of aluminium snap beading shall be paid in basic item) With float glass panes of 5.50 mm thickness (DSR : 21.3.2) — Qty: 23.42 Sqm
Providing and fixing roller blinds of approved make (Win Tree, Vista), shade and colour as approved by Engineer-in-Charge.The blinds shall be spring loaded resin operated media of polyesterable to limit the rays allowing natural ilumination. Spring loaded resin Mounted part made of up of MS zinc coated of thickness of 2mm molded in PVC. Idler pin made of zinc plated MS of 9mm outer dia surrounded by bearing balls to support blinds at other end. This bidirectional blind shall be operational by assistance of polyester cord.This polyester cord should be molded inside PVC beads of 4.5mm outer dia.The blinds shall be operational without any hindrace.As per approved sample to the entire satisfaction of Engineer-In-Charge.(N.S) — Qty: 40.15 Sqm
P/F of GI OREO Metal Suspended Ceiling system of approved make DEXUNE/ HUNTERDOUGLAS / ANUTONE having OREO GI Lay In Perforated with fleece 600 x 600 x 0.5mm (TEGULAR) EDGE TILES in global white colour to be laid on Regular 24mm wide T - section flanges colour white having rotary stitching on the Main Runner with web height of 38mm, 1200 mm & 600 mm Cross Tees with web height of 26mm. The tiles should have Humidity Resistance (RH) of 100%, with Light Reflection of 62% with Rockwool backing 50mm and 48 kg density to achieve NRC 0.9 shall have to comprise main runner spaced at 1200mm centres securely fixed to the structural soffit at 1200mm maximum centre. The first & last suspension system at the end of each main runner should not be greater than 450mm from the adjacent wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm centre to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be forme — Qty: 616.39 Sqm
Providing and fixing fencing of G.I. chain link fabric with MS frame having GI wire of dia. 4 mm, having mesh size 50mm x 50 mm in required colour and shade embeded in MS Angle 45x45x5mm frame (size 10' x 6') duly embedded in Cement Concrete 1:2:4 block of 1’-6” x1’-6” x 1’-6” with 3’ part of MS angle column of frame extended to frame with anchorage 2' of same MS angle size embedded in concrete base and 10’-0” clear above the ground level and 6'-0" wide. The edges (one side) and middle cross (both sides, Vertical & Horizontal ) duly flash welded to the M.S Angle and chain link fabric. The adjacent frames to be connected with nut and bolt arrangment and welded, if required complete in all respect as per site In-charge Engineer. — Qty: 144.981 Sqm
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 Course Sand : 10 graded stone aggregate 40 mm nominal size) DSR 4.1.10 — Qty: 15.46 Cum
Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : With cement mortar 1:4 (1 cement : 4 coarse sand).(DSR : 14.1.2) — Qty: 565.81 Sqm
Brick work with F.P.S brick of class designation 75 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.1 — Qty: 46.71 Cum
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : — Qty: 16.97 Cum
Providing and laying 15mm cement plaster of mix. Complete in all respect to the entire satisfaction of the Engineer-In-Charge.1:4 (:1 cement : 4 fine sand) (DSR 13.5.1) — Qty: 480.623 Sqm
Pointing on brick work or brick flooring with cement mortar 1:3 (: 1 cement : 3 fine sand) ( Flush/Ruled/Stuck or weathered pointing )(DSR 13.31.1) — Qty: 2507 Sqm

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