Tender For Repair And Upgradation Of Sports Stadium Dadumajra Village, Chandigarh.
Tender Value
1.22 Crore
Estimated cost
Bid Submission
01 Oct 2026
6 days left
EMD
2.45 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
Chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair And Upgradation Of Sports Stadium Dadumajra Village, Chandigarh.
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | 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. |
| 3 | 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) |
| 4 | 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. |
| 5 | Supplying and filling in plinth with Choe sand under floors including, watering, ramming consolidating and dressing complete. |
| 6 | 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. |
| 7 | 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) |
| 8 | 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) |
| 9 | 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 shall be paid for separately). Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (DSR : 21.1.2.1) |
| 10 | 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) |
| 11 | 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) |
| 12 | 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) |
| 13 | 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 formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees. Perimeter trim to be wall angles of size 3000 x 19 x 19mm, secured to walls at 450 mm maximum centres and suspended with accessories supplied by Hilti consisting of HLC Sleeve Anchor Fasteners of thread size 6.5mm x 25/5 with Soffit Cleat made of Galvanised steel of size 27 x 37 x 25 x 1.6mm and Level Clip in dimensions of 85 x 30 x 0.8mm with 4.00 mm GI wire complete in all respect to the entire satisfaction of E-I-C. |
| 14 | 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. |
| 15 | 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 |
| 16 | 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) |
| 17 | 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 |
| 18 | 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 : |
| 19 | 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) |
| 20 | 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) |
| 21 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (DSR 14.46) |
| 22 | Providing and applying JK putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete. (DSR 13.26) |
| 23 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : Old work (one or more coats) (DSR 14.45.1:) |
| 24 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). (DSR:13.46.1) |
| 25 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work. (DSR 14.54.1) |
| 26 | Renewing glass panes, with putty and nails wherever necessary:- Float glass panes of thickness 4 mm (DSR : 14.5.1) |
| 27 | Providing and fixing aluminium 125mm handles ISI marked anodised (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 in all respecte to the entire satisfaction of the Engineer-In-Charge.(DSR 9.100.1) |
| 28 | Providing and fixing 150x10mm aluminium tower bolts ISI marked anodised (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 in all respecte to the entire satisfaction of the Engineer-In-Charge. (DSR 9.97.4) |
| 29 | Providing 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 in all respect to the entire satisfaction of the Engineer-In-Charge. |
| 30 | Providing and fixing aluminium handing floor door stopper ISI marked anodised (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 in all respecte to the entire satisfaction of the Engineer-In-Charge.Twin rubber stopper (DSR 9.101.2) |
| 31 | Re-grading /Mirror polishing on marble work/Granite work/kotah stone work & Terrazzo flooring complete in all respect to the entire satisfaction of Engineer-in-charge. |
| 32 | Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.(DSR : 15.26) |
| 33 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead.(DSR:15.27) |
| 34 | Painting top roofs with bitumen of approved quality at 17kg per 10 sqm impregnated with a coat of coarse sand at 60cudm per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete (with residual type petroleum bitumen of penetration VG-10 bulk to the entire satisfaction of the E.I.C(DSR : 12.15.1) |
| 35 | 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat : With common burnt clay F.P.S.(non modular) brick tile of class designation 10.(DSR : 12.16) |
| 36 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx 1mx 400 micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge and making and finishing the outlet complete. (DSR 12.22) |
| 37 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4stone aggregate 10mm and down gauge) including finishing with cement mortar1:3 (1 cement: 3 fine sand) as per standard design :12.21.1 In 75x75mm deep chase (DSR: 12.21.1) |
| 38 | Kota stone slab flooring over 25 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 25 mm thick. (DSR:11.26.1) |
| 39 | Supply and installation 4.5mm thick PVC sheet flooring fixed with adhesive including welding of joints for sport use of approved make complete in all respect to the entire satisfaction of engineer in charge |
| 40 | P/F 2'-3' high Steel jaffery consisting of 16mm gauge M.S sheet strips welded with MS angle frame fixed in boundary wall with 9\\" long anchorage in cement concrete 1:2:4 block complete. The rates also includes one coat of steel primer with two coat of special quality paint of approved shade complete in all respect as per drg & job to the entire satisfaction of the Engineer-In-Charge. |
| 41 | Providing and fixing M.S. Jali of size 1”x1” (10 guage) with existing frame by welding to existing M.S. angle frame including M.S. beading of size 20x 5 mm. The rate also includes the 2 cost of special qty paint over one coat of primer complete in all respects to the entire satisfaction of Engineer –in –Charge. |
| 42 | Painting on Boundary wall of Sports Stadium of different Sports event |
| 43 | Credit of old dismantled roof tile |
| 44 | Credit of old dismantled roof tile brick bat |
| 45 | Electrical Work |
| 46 | Supplying, installation, Testing and Commissioning of Split Type AC 2.0 Ton, 5 Star Rating. The AC shall be Suitable for 230 +/- 10% volts, 50 Hz Ac supply. The AC EER not less than 3.55 supply with Copper condenser. 2.0 Ton Capacity of nominal cooling capacity 6000 kilo calories/Hr./24000 BTU/Hr. with permissible variation of +/- 10%. Room discharge air flow 650 cfm indoor Noise level not exceed 50 db. Refringent 410 A. and complete to the entire satisfaction of Engineer-in-charge. Make: Carrieer/Voltas/Hitachi/Daikin/Mitsubishi |
| 47 | Supplying, installation, Testing and Commissioning of Split Type AC 1.5 Ton, 5 Star Rating. The AC shall be Suitable for 230 +/- 10% volts, 50 Hz Ac supply. The AC EER not less than 3.55 supply with Copper condenser. 1.5 Ton Capacity of nominal cooling capacity 6000 kilo calories/Hr./24000 BTU/Hr. with permissible variation of +/- 10%. Room discharge air flow 650 cfm indoor Nosie level not exceed 50 db. Refringent 410 A. and complete to the entire satisfaction of Engineer-in-charge. Make: Carrieer/Voltas/Hitachi/Daikin/Mitsubishi |
| 48 | Supplying and fixing voltage stabilizer 5 KVA for AC of 2 Tn and above with MCB, TDR volt meter copper winding input range 180-250 volt single phase including cost of copper wire from stabilizer to A.C unit with M.S body of 22 gauge sheet powder coated). Make DEOL/ VGUARD/ JEWEL |
| 49 | Supplying and fixing voltage stabilizer 4 KVA for AC of 1.5Tn and above with MCB, TDR volt meter copper winding input range 180-250 volt single phase including cost of copper wire from stabilizer to A.C unit with M.S body of 22 gauge sheet powder coated). Make DEOL/ VGUARD/ JEWEL |
| 50 | Providing and fixing of 28 gauge copper piping between indoor & outdoor unit complete with sleeve type Kini insulation including the cost of chasing of brick wall, RCC & repairing the same in good conditions as per site requirement to the size & design of manufacture. size of copper pipe 5/8\\"x3/8\\". |
| 51 | Providing & Fixing PVC rigid drain pipe 20mm (3/4\\") dia of Diplast/ finolex/supreme make of complete in all respects from indoor unit to disposal points as directed by EIC. |
| 52 | S/F PVC conduit: Supplying & Fixing of following sizes of PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. Size: 32mm |
| 53 | S/F PVC conduit: Supplying & Fixing of following sizes of PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. Size: 50 mm |
| 54 | P/F of LED luminarie of size 2'x2' of 30-36 watt (595x595 mm) recess type including driver (System lumen efficacy >135 lm/Watt). THD <10%, PF > 0.95, Having coloured temperature 4000-6500 K recess type suitable to be fixed in Armstrong/ grid ceiling. The fitting should provides soft light and glare free symmetrical illumination and is to be fixed in the existing false ceiling frame of make Havells/ Wipro/ Twinkle/ Surya/ Phillips/ Bajaj alongwith connection, testing and commissioning erc. This job also includes all petty material required to be entire satisfaction of Engineer-in-charge. Warranty:- The fixture should be comprehensively warranted to be repaired or replaced for any defect within 2 years of installations. |
| 55 | P/F of LED luminarie of size 2'x2' of 30-36 watt (595x595 mm) surface type including driver (System lumen efficacy >135 lm/Watt). THD <10%, PF > 0.95, Having coloured temperature 4000-6500 K recess type suitable to be fixed in Armstrong/ grid ceiling. The fitting should provides soft light and glare free symmetrical illumination and is to be fixed in the existing false ceiling frame of make Havells/ Wipro/ Twinkle/ Surya/ Phillips/ Bajaj alongwith connection, testing and commissioning erc. This job also includes all petty material required to be entire satisfaction of Engineer-in-charge. Warranty:- The fixture should be comprehensively warranted to be repaired or replaced for any defect within 2 years of installations. |
| 56 | Supply & Erection of 1x18 watt retrofit LED tube rod with batten Supply & Erection of 1x18 watt retrofit LED tube rod with batten made of aluminium housing with PC diffuser Lumen out put should be more than 100 lumens per watt (1800 LUM) with LM 79 report from NABL. The make of the fittings should beHavells/ Wipro/ Twinkle/ Surya/ Phillips/ Bajaj . The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 57 | S/E of Ceiling Fans 1400mm sweep without fan regulator including M.S. pipe as per site requirement and wiring complete in all respect Make Bajaj (Sabse Tej EE) or equivalent of Crompton, Orient, Havells, Atomberg including making connection with 23/.076' flexible wire to be adjacent fan point with regulator . The work shall be executed to the entire satisfaction of Engineer in charge. |
| 58 | Supply and Erection of Exhaust fan (heavy duty motor with copper wound metallic body) following size complete with motor, mettalic blades, double ball bearing with minimum power consumption, rigid frame with rubber mounting for silent operation,epoxy powder coating along with mettalic louver to be installed in the existing opening including cost of making the hole to suit the size of above fan making good the damage, Carriage charges connection, testing, commissioning etc. as required to complete the job to the entire satisfaction of EIC. Size 12\\" Sweep 900 RPM with louver of Havells make Turbo Force SP/ Orient make Industrial heavy duty / Crompton make HDEF EXHD 300- 6-1 / Bajaj make Supreme DLX only. |
| 59 | Supply and Erection of Fan Rod 4\\" to hang fan or its equivalent. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 60 | Supply and laying of insulated 2 core x 10mm2 aluminium multi conductor twin core flat unarmoured cable to fixed on the suitable clamps and nuts /bolts etc make finolex/ lapp/ polycab/ havell's or its equivalent of ISI marked. The work shall be executed to the entire satisfaction of engineer-in-charge. |
| 61 | Providing and fixing junction box of size 250x200x100mm complete in all respect. The job included fixing of junction box on the wall with the petty material as required. The work shall be executed to the best satisfaction of engg-in-charge. Make: SINTEX |
| 62 | S/F power plug point modular type accessories:Supplying and fixing suitable size Gl box with modular plate and cover in Front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connection etc. as required. |
| 63 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 02 nos. 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch connection etc. as required. |
| 64 | Supplying and fixing following modular switch /socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 Amps switch |
| 65 | 3 pin 5/6 A socket outlet |
| 66 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required. 6 Module (200mmX75mm) |
| 67 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required. 8 Module (125mmX125mm) |
| 68 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required. 12 Module (200mmX150mm) |
| 69 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 70 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve,miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole |
| 71 | Supplying and fixing 40/63 amps rating, 415 volts, 10 kA, TPN “C” curve,miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Triple pole and neutral |
| 72 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 3 x 1.5 sq. mm |
| 73 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 3 x 2.5 sq. mm |
| 74 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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) 6 way (4 + 18), Double door |
| 75 | S/I/T/C18- 20W LED Downlighter, MINIMUM 100 Lumens/watt, THD <10%, Pf > 0.95, CCCV driver, protection IP 20, and CCT 4000-5700K, Surge protection 4kV, Operating Voltage Range - 150V – 270Volts.Wattage - 18-20 watt MAKE- philips ,Wipro,Trilux,Osram,Havells, Jaquar complete in all respect.Warranty:- The fixture should be comprehensively warranted to be repaired or replaced for any defect within 2 years of installations. The work shall be executed to the entire satisfaction of Engineer-in-charge |
| 76 | Supply,Installation, Testing and Commissionng LED cove Strip light 5mtr with 4.8W/mtr and 2 amps complete with LED driver. Equivalent make of PHILIPS/osram/havells/wipro trilux/opple, Jaguar ., (2 years Warranty). complete in all respect.The work shall be executed to the entire satisfaction of Engineer-in-charge. |
| 77 | Supply, erection, testing & commissioning of 16 Meter High Mast with three rope suspension and based on the following parameters/ requirements of the Deptt. |
| 78 | Height of Mast: 16 meter with power tool based. The power tool 3 phase motorized 1.1 KW complete in all respect should be installed in the pole Reputed ISI marked only. Wind speed: 180 Km/hour as per IS-875 (Part-III).The High Mast & head frame shall be structurally suitable to accommodate the 8 Nos. LED flood light fittings & its control gear boxes. The entire high mast structure (Internally & externally) and all MS parts shall be hot dip galvanized as per BSEN ISO 1461. |
| 79 | Construction of the Mast:The mast shaft shall be manufactured from high tensile steel plates confirming to BS EN 10025 having minimum yield strength of 355N/Sq. mm. Each mast shaft section shall be without any circumferential weld joint except base flange. The mast base flange shall be free from any lamination or incursion and provided with supplementary gussets between the bolt-holes to ensure elimination of helical stress concentration.The minimum A/F dimension of top shall be 150 mm (min.) and bottom 410 mm (min.). The mast should have two sections and the sections shall be joined at site by slip-stress-fit method and minimum overlap distance shall be 1.5 times the diameter at penetration.A door reinforced with welded steel section, vandal resistant, weather proof with Allen bolts and pad locking facility of dimension not less than 1200 mm x 250 mm shall be provided at a height 2 times the width of door from the base of mast to provide clear access to base compartment Equipments winch, motor, cable, connector etc. For the environmental protection of the mast, the entire fabricated mast shall be hot dip galvanized internally and externally in single dip having a uniform average thickness of 85 microns for plates more than 5 mm and 70 microns for 5 mm and less thickness. |
| 80 | Code No.: I.S. 875 (Part III) 1987 Amended up to date Title: Code and practice for design loads for structures under Code No.: BSEN 10025 Title: Grades of M.S. plates Code No.: BS 5135/AWS D 1.1 Title: Welding Code No.: BSEN ISO 1461 Title: Hot dip galvanizing Code No.: TR. No. 7 (2000 addition) of ILE, UK. Title: Specification of Mast and foundation. Code No.: IS 3459 / 2266 Title: Stainless steel Wire rope Code No.: IS 9968 Part – 1 Title: Trailing Cable Code No. IS 325 Title: Motor |
| 81 | Dynamic Loading for the Mast:The mast structure shall be suitable to sustain an assumed maximum reaction arising from a wind speed as per IS 875 (three second gust), and shall be measured at a height of 10 metres above ground level. The design life of the mast shall be 25 years. The force co-efficient taken for design of the twenty sided polygonal structure is to be established from the wind tunnel test data. |
| 82 | Luminaries Carriage:A fabricated Lantern Carriage shall be provided for fixing and holding the flood light fitting and control gear boxes. The Lantern Carriage shall be of special design and shall be of steel tube construction, the tubes acting as conduits for wire, with holes fully protected by grommets. The Lantern Carriage shall be so designed and fabricated to hold the required number of flood light fitting and control gear boxes, and also have a perfect self balance. The Lantern Carriage shall be fabricated in two / three halves and joined by bolted flanges with steel nuts to enable easy installation or removal from the erected mast. The entire lantern carriage shall be hot dip galvanized after fabrication. The inner lining of the carriage shall be provided with protective PVC arrangement, so that no damage is caused to the surface of the mast during raising and lowering operation of the carriage. Weather proof junction box, made of cast Aluminum shall be provided on the Carriage Assembly as required, from which the inter-connections to the designed number of the flood light luminaries and associated control gears fixed on the carriage shall be made. |
| 83 | RAISING AND LOWERING MECHANISM: For the installation and maintenance of the luminaries and lamps, it shall be necessary to lower and raise the Lantern Carriage Assembly. To enable this, a suitable Winch Arrangement shall be provided, with the winch fixed at the base of the mast the specially designed head frame assembly at the topWinch: The winch shall be of “Integral Power Tool” type with motor. The winch shall have provision for manual operation in case of failure of the motor. The winch shall be double drum and completely self sustaining type, without the need for brake shoe, springs or clutches. Each driving spindle of the winch shall be positively locked when not in use. The capacity, operating speed, safe working load, recommended lubrication and serial number of the winch shall be clearly marked on each winch. The winch drums shall be grooved to ensure perfect seat for stable and tidy rope lay, with no chances of rope slippage. The rope termination in the winch shall be such that distortion or twisting is eliminated and at least 5 to 6 turns of rope remains on the drum even when the lantern carriage is fully lowered and rested on the rest pads. It shall be possible to remove the hoisting mechanism after dismantling through the door opening provided at the base of the mast. The winch shall be type tested at a reputed institution and the test certificate shall be furnished before supply of materials. The test certificate shall include the maximumload operated by the winch. |
| 84 | Head Frame:The head frame is to be designed as a capping unit of the mast, shall be of welded steel construction, galvanized both internally and externally after assembly. The top pulley shall be of appropriate diameter, large enough to accommodate the steel wire ropes and the multi-core electric cable. The pulley block shall be made of no corrodible material, and shall be of die cast Aluminum Alloy (LM-6). Pulley made of synthetic materials such as plastic or PVC are not acceptable. Self-lubricating bearings and steel shaft shall be provided to facilitate smooth and maintenance free operation for a long period. The pulley assembly shall be fully protected by a canopy galvanized internally and externally. The head frame shall be provided with guides and stops with PVC buffer for docking the lantern carriage. |
| 85 | Stainless Steel Wire Ropes:The stainless steel wire ropes shall be in AISI 316 grade, 7/19 construction with central core in the same material of diameter and the breaking load of rope shall not be less than 2x2350 Kg. giving a factor of safety of over 5 for the system at full load as per the TR7 referred to in the beginning of this specification. The end construction of rope for the winch drum shall be fitted with talurit and for two continuous ropes the end termination in luminary’s carriage shall be with stainless steel thimble and copper splicing and for others with stainless steel thimble and bull dog grips. |
| 86 | Electrical System, Cable and Cable Connections:Suitable terminal box shall be provided as part of the contract at the base compartment of the high mast for terminating the incoming cable. The electrical connections from the bottom to the top shall be made by special trailing cable. The cable shall be EPR / PVC insulated and PCP sheathed to get flexibility and endurance. At the top there shall be weather proof junction box to terminate the trailing cable. The system shall have in-built facilities for testing the luminaries while in lowered position. Also, suitable provision shall be made at the base compartment of the mast to facilitate the operation of internally mounted, electrically operated power tool for raising and lowering of the lantern carriage assembly. The trailing cables of the lantern carriage rings shall be terminated by means of specially designed, metal clad, multi pin plug and socket provided in the base compartment to enable easy disconnection when required |
| 87 | Power Tool for the Winch:Three phase, single speed, 6 pole high-powered motor of rating 2 HP suitable to lift the load mounted on adjustable plate to adjust the length of winch motor coupling chain is to be provided in base compartment. Mechanical torque limiter is to be mounted on motor shaft to stop transmission of motion from motor to winch in case of excess load and thus prevent the damage to winch and breakage of rope. |
| 88 | Lighting Finial:One number heavy duty hot dip galvanized lightning finial shall be provided for each mast. The lightning finial shall be minimum 1.2 M in length and shall be provided at the center of the head frame. It shall be solidly bolted to the head frame to get a direct conducting path to the center of the earth through the mast. The lightning finial shall not be provided on the lantern carriage under any circumstances in view of the safety of the system 1 Nos. LED type single dome aviation obstruction light shall be provided each high mast. |
| 89 | Earthing Terminals:Earth terminal using 12 mm diameter hot dip galvanized bolts shall be provided on the door stiffener of the mast for lightning and electrical earthing of the mast. |
| 90 | The firm will give the high mast parameters as given below: |
| 91 | Height of the High Mast. = 16 Mtr. |
| 92 | Nos. of sections = Two Nos. |
| 93 | Thickness of each section in mm. = Top: 3 mm & Bottom 4mm minimum |
| 94 | Bottom plate thickness = 25 mm (Minimum) |
| 95 | No. of rag bolts along with Anchor plate = 8 Nos. (Minimum) |
| 96 | Makes of High Mast = Valmount/ Bajaj/ Transrail/BPP/Utkarsh only. |
| 97 | The manufacturer should be ISO 9001 certified having their own marketing division and project cell with adequate qualified and experienced Engineers to carry out the job and must have experience of handling similar turnkey jobs in past and the proof of the same is to be furnished for issue of tender documents. The bidder has to conduct wind tunnel test on a specimen to establish the force coefficients of the 20 side polygon and the value received from the wind tunnel test is to be taken in design. . Further, type test is to be done at reputed institutions to validate the structural program. The winches are to be type tested through reputed institutions. The high amst manufactured should have in house civil, structural and product design facility. Also the shaft is to be manufactured from ISO 9001& ISO 14001certified factory taking care of all aspects of design, quality, environment and safety. |
| 98 | FOUNDATION FOR 16 Mtr. LONG HIGH MAST:Design & casting of foundation with M20 cement Concrete & steel reinforcement suitable for installation of16 Mtr. / 16mtr high mast: |
| 99 | DSR ITEM NO. 2.8.1 (CIVIL WORK)Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil (Size 1600mmx2300mmx2300mm) (Total 1.6mx2.3mx2.3m)= 8.46 cum (1 nos. x 8.46= 8.46cum) |
| 100 | DSR ITEM NO. 5.9.1 (CIVIL WORK)Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete Size 1x2 (3.100+3.100) 0.45 = 5.58 sq.mtr. Size 1 - 1550mm x 900mm = (1.55mx0.9m) = (1.395x4=5.58 sq. mtr.) Size 2 - 250mmx2300mm = (2.3mx0.25m) = (0.515x4=2.3 sq. mtr.) Total (5.58+2.3= 7.88 Sq. mtr.) (1nos. x 7.88= 7.88 sq. mtr.) |
| 101 | DSR ITEM NO. 5.2.2 (CIVIL WORK)Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)Size 1 - 250mmx2300mmx2300mm = (0.25mx2.3mx2.3m) = 1.3225 cumSize 2 - 1550mmx900mmx900mm = (1.55mx0.9mx0.9m)= 1.25 cumTotal (1.3225+1.25= 2.57 cum) (1nos. x 2.57= 2.57cum) |
| 102 | DSR ITEM NO. 4.1.11 (CIVIL WORK)b) 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 fine sand : 10 graded stone aggregate 40mm nominal size) (0.1mx2.3x2.3m =0.52 cum) (1 no.x0.52= 0.52 cum) |
| 103 | DSR ITEM NO. 5.22.6 (CIVIL WORK)Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars1.Horizontal Bar10mm dia = 48 nos.x 2400mm= 115.2 r.mtr @ 0.62 Kg per mtr.= 71.42 kg2.Vertical Bar 12mm dia =20 nos.x2400mm= 48 r.mtr. @ 0.89 kg/mtr. =42.72 kg3.Horizontal Ring 8mm dia =10 nos.x3200mm=32 r.mtr.@ 0.390kg per mtr.=12.48kg Total (71.42+42.72+12.48=126.62+5% wastage = 132.95 kg) (1 nos.x132.95= 132.95kg) |
| 104 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required |
| 105 | Supplying and laying 25 mm X 5 mm G.l strip at 0.50 meter below ground as strip, earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm) |
| 106 | Supply & laying of ISI marked 4 core 16 mm sq PVC INSULATED Aluminium armoured cable loose in trench/ pipe:-Supply & laying of ISI marked 4 core 16 mm sq Aluminum conductor armoured cable of make Havell's/ Finolex/ Ecko/ Lapp/ Cirtina/ Polycab/ KEI conforming IS:1554 (Pt.1) amended. The cable shall be laid as per DSR Code 7.5.1 . The job included all Connections, Commissioning and testing of phase. Supply complete in all respective to the entire satisfaction of the Engineer in charge. |
| 107 | Supply & Erection of DWC pipe 50/63mm with hand bockey:-Supply and laying of 50/63 mm (I/D& O/D) Double Wall Corrugated (DWC) High Density Polyethylene pipe (HDPE Density 240 to 958 KG/Cm3) having corrugation on the outer wall and plain surface inner wall with average wall thickness for outer layer as 1.1+0.1mm and for inside layer 1.2+0.1mm maintenance free, ‘C’ value over 150 with lowest frictional losses, anti rodent, inflammable & good weathering resistance, conforming to IS 14930 (P-II) and PSEN-50086 (P-I & II) of Make Duraline/Rex/Zen duct/Gemini. The pipe should be laid 3 feet below ground/road level with hand bockey without cutting of road for laying cables etc. including cost of digging and refilling of pits complete in all respects to the entire satisfaction of Engineer-in-Charge.DSR CODE 14.15.1 |
| 108 | Supply & Laying of DWC pipe 50/63mm with out hand bockey:-Supply and laying of 50/63 mm (I/D& O/D) Double Wall Corrugated (DWC) High Density Polyethylene pipe (HDPE Density 240 to 958 KG/Cm3) having corrugation on the outer wall and plain surface inner wall with average wall thickness for outer layer as 1.1+0.1mm and for inside layer 1.2+0.1mm conforming to IS 14930 (P-II) and PSEN-50086 (P-I & II) of Make Duraline/Rex/Zen duct /Gemini.. The pipe should be laid below ground/road level by digging the ground upto75 cm less excavation or cutting the road/paver blocks upto required level & laying of DWC pipe for laying L.T. (up to 1.1 KV grade) cables etc. including cost of digging and refilling of pits/Trench complete in all respects to the entire satisfaction of Engineer-in-Charge of work. |
| 109 | Supply & Erection of Three Phase Sensor based Timer and Contactor assembled in 22 gauge CRCA sheet enclosure duly powder coated with the following accessories (Three Phase) of Make Amsons /L&T/Scheinder or equivalent as approved by the Engineer-in-Charge. It shall conform to latest relevant IS Code:-1. It shall have 3 contactors of capacity 40 Amp. Each of made BCH, Legrand, L&T or Siemons. The contractor should be of AC-3 duty 2 pole, 220/240 V coil Voltage. 2. It shall have Auto/Manual switch, light activated switching system with allied accessories as required. 3. It shall have kit-kat fuse unit of 40 Amp capacity. The fuse unit shall conform to latest relevant IS code for protection of timers, bakelite sheet & other components as per requirement as site. 4. It shall be housed in a powder coated 22 gauge M.S sheet cabinet fo its protection. 5.The device shall be provided/fixed in the existing pedestal box in such a way so that it operates at correct time i.e. at rising/setting of Sun. The Sensor shall be included time watch to operate as required. The work shall be executed to the entire satisfaction of Engineer-in-charge. Warranty:- IT SHOULD STAND WARRANTY FOR ONE YEAR TOWARDS ANY MANUFACTURING DEFECTS. |
| 110 | Supply & erection of high power LED 70 Watt Flood Light luminaries(System lumen efficacy 105 <120 lm/Watt)High-brightness White LEDs sources with high transmittance LENS on each LEDs with peanut lens with toughened glass, secondary lens optics, (System lumen efficacy 105 <120lm/Watt), 4000 K color temperature & CRI<70 value for ensuring good quality light output. Life of at least 50,000 hours & LED driver efficiency >95%, potted driver and driver should comply cispr-15 and EMI/EMC compliance, Power factor greater than 0.90, THD<15% & min 4KV internal surge protection and 10KV External surge protection with operating voltage range from 120-270 V for ensuring lifelong high performance of luminaire, having in built protection against short circuit, over voltage protection, the fixture is made of LM-6 Pressure die-cast aluminum with engraved company name & have IK05 & IP66 Class I protection with NABL Accredited LM-79 & LM-80 Report. The fixture should be comprehensively warranted to be repaired or replaced for any defect within 2 years of installations. The luminary should not be over power derived. The fitting shall be mounted on the plate bracket on existing pole including making connection, testing & energizing complete in all respect to the entire satisfaction of Engineer-in-charge. The LED Street Light Fixture shall be installed on 7.5/9 mtr long pole. The luminary should be make Philips/ Crompton/ Havells/ Surya/ Wipro/ Bajaj. |
| 111 | Supply & erection of high power LED 180-200 Watt Flood Light luminaries(System lumen efficacy 105 <120 lm/Watt)High-brightness White LEDs sources with high transmittance LENS on each LEDs with peanut lens with toughened glass, secondary lens optics, (System lumen efficacy 105 <120lm/Watt), 4000 K color temperature & CRI<70 value for ensuring good quality light output. Life of at least 50,000 hours & LED driver efficiency >95%, potted driver and driver should comply cispr-15 and EMI/EMC compliance, Power factor greater than 0.90, THD<15% & min 4KV internal surge protection and 10KV External surge protection with operating voltage range from 120-270 V for ensuring lifelong high performance of luminaire, having in built protection against short circuit, over voltage protection, the fixture is made of LM-6 Pressure die-cast aluminum with engraved company name & have IK05 & IP66 Class I protection with NABL Accredited LM-79 & LM-80 Report. The fixture should be comprehensively warranted to be repaired or replaced for any defect within 2 years of installations. The luminary should not be over power derived. The fitting shall be mounted on the plate bracket on existing pole including making connection, testing & energizing complete in all respect to the entire satisfaction of Engineer-in-charge. The LED Street Light Fixture shall be installed on 7.5/9 mtr long pole. The luminary should be make Philips/ Crompton/ Havells/ Surya/ Wipro/ Bajaj. |
| 112 | Supply & erection of 40Watt LED integrated Post Top fixture of die cast alum base and spun aluminium round top. LEDs are mounted directly on die cast alum heat sink suitable for mounting on pole having dia 60-75mm, luminary efficancy should be more than 100 lumens/watt. Power factor more than 0.95, CCT 4000-6000K ± 275, IP 65 Protection, System driver efficiency more than 85%, input volatge 100-270V, with opal/frosted/prismatic, P.C./ PMMA diffuser & inbuilt surge protection of 4 kV & external surge protection of 10kV. Make Philips, Wipro, Surya, Twinkle, Legero, Havells .The fixture is to be installed on the pole with or without suitable size reducer as per requirement. The job include the cost of supply and including the cost of reducer on the pole for erection of fixture.The fixture should be comprehensively warranted to be repaired or replaced any defect within five years of installation. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 113 | Public Health Work |
| 114 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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.(DSR : 18.48) |
| 115 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required Single half stall urinal with 5 litre P.V.C. automatic flushing cistern (DSR 17.5.1) |
| 116 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (DSR 17.31) |
| 117 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre 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 : W.C. pan with ISI marked white solid plastic seat and lid Make hindware/ M Cera (DSR : 17.2.2 ) |
| 118 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps Make hindware/ M Cera (DSR :17.7.1) |
| 119 | Providing and fixing Stainless Steel A ISI 304(18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board 1 610x510 mm bowl depth 200 mm (DSR : 17.10.2.1) |
| 120 | Providing and fixing stone slab with table rubbed, edges rounded and polished,of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement :2 coarse sand :4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-incharge and finished smooth.White Agaria Marble Stone (DSR : 8.10.2) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 01, 2026
17:00 IST
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Online submission via eProcurement portal.
Upcoming · 6 daysOct 01, 2026
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Technical bids will be opened and evaluated.
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