Tender For Construction Of Dog Pound At Sector 25 W, Chandigarh (Ch. To: Nrb).Amount: Rs. 17,37,75,880/-; Earnest Money: Rs.34,75,520/- ; Time Limit: 07 Months;
Tender Value
17.37 Crore
Estimated cost
Bid Submission
28 Aug 2026
13 days left
EMD
34.75 Lakhs
Bank guarantee accepted
Document Fee
5000
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 Construction Of Dog Pound At Sector 25 W, Chandigarh (Ch. To: Nrb).Amount: Rs. 17,37,75,880/-; Earnest Money: Rs.34,75,520/- ; Time Limit: 07 Months;
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork 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 disposed earth to be levelled and neatly dressed. All kinds of soil complete in all respect to the entire satisfaction of the Engineer-In-Charge. (DSR 2.6.1) |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8) |
| 4 | Centring and shuttering including strutting, propping etc. Foundations, footings, bases of columns, etc. for mass concrete (DSR 5.9.1) |
| 5 | Centring and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts. DSR 5.9.6 |
| 6 | Centring and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR 5.9.5) |
| 7 | Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform (DSR 5.9.3) |
| 8 | Providing and laying in position machine batched, machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum excess/ less cement used as per design mix is payable/ recoverable separately). (NOTE- 1) Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately) All works upto plinth level.Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR 5.33.1.1) |
| 9 | Providing and laying in position machine batched, machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum excess/ less cement used as per design mix is payable/ recoverable separately). (NOTE- 1) Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately) All works above plinth level & floor level V Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR : 5.33.2.1) |
| 10 | 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.(DSR 5.22.6) |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.(DSR 5.22A.6) |
| 12 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(DSR 10.2) |
| 13 | Providing and laying granular sub base by providing and laying, spreading and compacting course graded sub base material sand , morrow, graval, crushed stone of combination thereof confirming to grading –II of table 400.2 of MORTH specification (latest revision as on date). The material shall be mixed by mix in place method or with motivator at OMC and carried to site, spread in uniform layers and compacted with 8-10 tones smooth heeled/Vibratory roller to achieve desired density. Complete in all respect as per clause 401 of MORT&H specification (latest revision as on date) |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).(DSR : 4.1.3) |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR : 6.4.1) |
| 16 | Providing and fixing 1st quality ceramic glazed wall tile confirming to IS: 15622 (thicness to be specified by the manufacture of approved make in all colours shade except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, riswrs of steps and dados over 12mm thick bed of cement mortar 1:3 (: 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including painting in white cement mixad with pigment of matching shade complete in all respect to the entire satisfaction of the Enginner-In-Charge (DSR 8.31) |
| 17 | Providing 70 mm thick PUF insulated Wall panel with 0.50mm thick corrugated profile sheets with from outside and micro ribbed 0.50 mm thick PPGI inside with FR grade PUF density 42 Kg/m3 + 5% with proper overlapping and projection on all sides roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. including cutting sheet to size and shape complete in all respects to the entire satisfaction of Engineer - In - Charge. |
| 18 | Providing and fixing of 12 mm thick fibre cement board (Shera board or approved equivalent) partition system on galvanized iron (GI) light gauge framing, complete in all respects, comprising supply and installation of GI square pipe of size 50x50x1.6 mm thickness with zinc coating not less than 120 GSM, fixed rigidly at floor and soffit using 8 mm dia anchor/dash fasteners at maximum 600 mm centre to centre, along with GI square tube studs of size 50x50x1.6mm thickness placed vertically at maximum 600 mm centre to centre, properly inserted and fixed within the square tube tracks, including provision of additional studs at board joints, corners, junctions, and around openings such as doors and windows, and providing intermediate horizontal bracing/noggins of same section where required for stiffness or for fixing fixtures; fixing of 12 mm thick fibre cement boards conforming to IS 14862, of density not less than 1200 kg/m³ and of approved make, cut to required sizes and fixed to GI studs using self-drilling drywall screws of 25–35 mm length at 200–300 mm centre to centre with edge distance of 10–12 mm, ensuring proper alignment, level and plumb, and staggered joints without continuous vertical seams; treatment of all board joints using alkali-resistant fibre mesh tape embedded in polymer/acrylic-based jointing compound and finished flush to surface, including sealing of edges and junctions with suitable sealant wherever required; the work to include all materials, GI framework, boards, fasteners, jointing materials, accessories such as corner beads and edge trims, cutting, wastage, handling, labour, tools and plants, scaffolding up to 3 m height, and all incidental works necessary to complete the partition ready for final finish, strictly as per drawings, specifications and directions of the Engineer-in-charge. |
| 19 | 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) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) For fixed portion. |
| 20 | 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). Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 21 | Providing and fixing 4mm thick ACP sheet , 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 |
| 22 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) (DSR : 21.3.2) |
| 23 | Kota stone slab flooring over 20 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 |
| 24 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm. Raj Nagar Plain white marble/ Baroda green marble/ Zebra black marble |
| 25 | Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut for kitchen platforms, vanity counters ,window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish etc. complete at all levels. Granite of any colour and shade. Area of slab over 0.50 sqm. |
| 26 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red Sand Stone (DSR 11.28) |
| 27 | Providing 50 mm thick PUF insulated roof panel with 0.50mm thick corrugated profile sheets with from outside and micro ribbed 0.50 mm thick PPGI inside with FR grade PUF density 42 Kg/m3 + 5% with proper overlapping and projection on all sides roofing up to any pitch and fixing with self drilling fastener,flashing screw andsilicon sealant etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required complete in all respect and to the entire satisfaction of the Engineer-in-charge . |
| 28 | Providing and fixing 2.0 mm thick galvanized iron (GI) profiled decking sheet having trapezoidal profile depth 50–75 mm, made from structural steel with minimum yield strength 245 MPa and zinc coating not less than 120 GSM, laid over structural steel beams with minimum 50 mm end bearing and proper side laps, fixed in position by welding/self-drilling screws, including shear connectors, edge trims, closures, cutting, openings, scaffolding, labour, T&P; and all incidental charges complete. |
| 29 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) (DSR 13.5.1) |
| 30 | Pointing on brick work with cement mortar (1:3) : Flush / Ruled/ Struck or weathered pointing (DSR 13.31.1) |
| 31 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (DSR 13.26) |
| 32 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. |
| 33 | 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) |
| 34 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the caffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.(DSR : 14.72) |
| 35 | Providing and fixing PCC kerbs of size 1'X1'X 4” made of plain cement concrete 1:2:4 duly vibrated and compacted. The rates also includes the cost of filling and pointing of joints between kerbs with cement mortar 1:4 (1 cement 4 course sand) and finishing of surface complete in all respect to the entire satisfaction of Engineer In Charge. |
| 36 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over 20mm thick compacted bed of sand, filling the joints with coarse sand etc. complete as per the directions of Engineer-in-charge. |
| 37 | Without colour Pigment |
| 38 | With colour Pigment |
| 39 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 40 | Providing and fixing of lay-grid false ceiling consisting of ceilling tiles Armstrong Woodworks SL2 edge Suspended Ceiling System with ARMSTRONG 24 MM GRID or equivalent as per approved sample of tiles with visual pattern R3 perforation with approved laminate (US Maple, Royal Cherry, Dark Walnut, Maple) / Wood Veneer (Maple, Dark Bamboo, Red beech, US Cherry) finish would have an NRC of 0.5, Humidity Resistance (RH) of 90%, Fire Performance Class 1(BS - 476) in module size of 600mm x 600mm x 12mm and density of 830 Kgs/M3 lay-in-modular grid/ suspension system ( hot dipped galvanized steel) of standard T-Section having its flanges face powder coaed colour white suspended from ceiling and secured with clips and G.I. etc with following details.(a) Main runners shall be T-Shaped section with single rotary stitching of size 24mm x 36 mm and 3600mm long (b) Cross runners shall be T-Shaped double rotary stitching of size 24mm x 26mm and 1200mm long.Cross runner T-Section of 24mm x 26mm and 600mm long. The frame work comprises of main gunners spaced at 1200mm centre to centre shall be securely fixes to the structural soffits by approved hangers at 1200mm maximum centres. The hangers (G.I. wire of 4mm dia) to be fixed by means of roof plug, level adjuster and screws etc. Flush fittiing 1200mm long cross tees (with double stitching) to be interlocked between main runners at 600mm centre ti firn 1200 x 600mm modules. Cut cross tees longer that 600mm to be supported independently to form 600x600mm modules. The complete work shall include the cost of all material and labour and lead and fit complete and to the entire satisfaction of Engineer-in-Charge. |
| 41 | Providing and fixing rockwool of make Rockwool or equivalent of density 50kg/cubic metre and thickness 50mm and (Fire Performance : Non-Combustible/A1 Fire Classification) in already existing MS/GI frame, the rockwool is to be fixed in the 2'x2' space in the MS/GI frame complete in all respect to the entire satisfaction of Engineer In Charge. |
| 42 | Providing and fixing polymer concrete drainage channels or compressed concrete channel or as specified by th manufactured of make gridiron or equivalent with hot dipped galvanized covers of specified design or as specified by the manufacturer. The internal width of drain shall be of 100mm (Minimum), total depth 130mm (min.) The grating shall be removable. The drainage channel shall be fixed in proper slope as specified with water tight arrangement complete in all respect to the entire satisfaction of engineer in charge. |
| 43 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.4.1.1 |
| 44 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks 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 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick 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: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR : 19.30) |
| 45 | Providing and fixing on wall face unplasticised Rigid PVC pipes conforming to IS : 13592 Type A of make Astral,finolex,Supreme or equivalent , including jointing with elbow, Tee where ever required and seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.complete in all respect to the entire satsifaction of Engineer In Charge. |
| 46 | 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: Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tap DSR 17.7.11 |
| 47 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof complete in all respect to entire satisfcation of Engineer in Charge. |
| 48 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe (DSR : 19.2.1) |
| 49 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm diameter (DSR : 19.1.1) |
| 50 | Providing, fabricating, and fixing a dog kennel of size 4 feet (height) × 4 feet (depth) × 4 feet (width), made of 2-inch dia G.I. pipe (Class B, medium) for the outer framework, duly hot-dip galvanized with a minimum coating of 550 GSM, including 1-inch dia vertical G.I. bars placed uniformly between the outer frame; the structure shall be modular in design for easy fixing and dismantling, covered on three sides, and provided with an openable front door complete with necessary hinges and locking arrangement; a suitable provision shall be made at the bottom portion for placing food and water trays; the kennel shall be securely fixed to the wall/floor as required, complete in all respects including welding, grinding, finishing, transportation, and installation, as per approved drawings and to the entire satisfaction of the Engineer-in-Charge. |
| 51 | Providing and Fixing of LED luminarie recess/surface mounting, Power coated housing made of CRCA sheet or its equivalent of size 2'x2' of 36-40 watt including driver with system Lumens 3600-4000 Im having efficacy of minimum 100 lm/W. THD <10%, PF > 0.95, Having coloured temperature 5700 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 Philips/ Wipro/ Osram/ Twinkle Lux-Max/ Havells/ Trilux/ Panasonic/ alongwith connection, testing and commissioning etc. The fitting may be installed at the height of 20 feet. There should be a on site warranty for 5 years.This job also inclusive of all material required at site for entire satisfaction of Engineer-in-charge. |
| 52 | Supply & Erection of 1x18 watt LED Batten Supply & Erection of LED Batten pre wired suitable including T8 LED tube and other required accessory 1x18 watt of Surya/ Philips/ Bajaj/ Wipro make complete in all respect as required as required. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 53 | S/E of Ceiling Fans 1200mm sweep without fan regulator including M.S. pipe as per site requirement and wiring complete in all respect Make Havell's/ Bajaj/ Crompton/ Panasonic 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. |
| 54 | Supply & Erection of high power LED 180-200 Watt Flood Light luminaries:High-brightness White LEDs sources with high transmittance LENS on each LEDs, system lumen output of Minimum 20000 lumens, in Maximum 180 to 200 System Watt Consumption with 100 lms/Watt system luminous efficacy, 3000 K to 4000 K color temperature & 70 CRI value for ensuring good quality light output. Life of at least 50,000 hours at 70% lumen maintenance & LED driver efficiency >95% Power factor greater than 0.90, THD<15% & min 6KV surge protection with operating voltage range from 120-270 V for ensuring lifelong high performance of luminaire, having in built protection against short circuit mis wiring, 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 / replaced (on site) for any defect within 5 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 Flood light Fixture shall be installed on 12.5 mtr long pole. The luminary should be Philips/ Crompton/ Surya/ Osram/ Wipro/ Twinkle Lux-Max/ Bajaj/ Havells/ Trilex/ Panasonic/ HQ. The detailed specification for supply of LED Flood light luminaries is as under (with 05 years warranty) :-1. Input voltage 150-270VAC/50Hz 2. System Efficacy Minimum100 Lm/W 3. Uniformity Ratio of min to Av illumination Min 0.3 4. Usage hours 10-12 Hrs/day 5. Power Factor 0.95 6. Life Expectancy Minimum 50,000 Hrs with 70% Lumens 7. Power Consumption of system 180-200 Watt Maximum 8. Lumen output Minimum 20000 Lumens 9. Color temp. 3000-4000 K 10. LED High Power SMD LED 11. Working Humidity 10% to 90% as 1 to MS L 12. Ingress protection IP-66 13. Surge Protection Minimum 6 KV 14. Coloring Rendering Index >70 15. Total Harmonic Distortion 15%Max 16. Average lighting Beam Angle 120 Deg 17. Make of LED Make Philips/ Crompton/ Surya/ Osram/ Wipro/ Twinkle Lux-Max/ Bajaj/ Havells/ Trilex/ Panasonic/ HQ. 18. Luminary Casing Pressure die cast aluminum 19. Control of circuit Compatible to LED20. Lamp starting time Should not be more than 10 Sec21. Thermal Management system Good Thermal Management system Management of LED should be provided and LED must be Mounted on heat sink conductive Aluminum with suitable large area Surface by means of fins to disciple Heat to ambient air.22. System Driver more than 85% Efficiency 23. Applicable standard The fixture should confirm to Application BIS/IES standard/IESNA LM8024. Wind pressure capable to with stand 160 MPH wind velocity 25. Manufacturer should produce NABL accredited LM 79 & LM-80 Lab certificate for verifying the above mentioned system Lumen output, system power consumption & system Luminous efficacy. |
| 55 | Supply, Erection, Testing & Commissioning of 12.5 Meter High Mast based on the following parameters/ requirements of the Deptt. i) Height of Mast: 12.5 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. ii) Wind speed: 180 Km/hour as per IS-875 (Part-III). iii) The High Mast & head frame shall be structurally suitable to accommodate the 6 Nos. LED flood light fittings & its control gear boxes include MCB TPN 63 Amp (Make L&T, Schinder, ABB ) for On/off lighting of High Mast iv) The entire high mast structure (Internally & externally) and all MS parts shall be hot dip galvanized as per BS EN ISO 1461. v) 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 200 mm (min.) and bottom 410 mm (min.). The mast should have 2 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 1050 mm x 225 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.a) Code No.: I.S. 875 (Part III) 1987 Amended up to date Title: Code and practice for design loads for structures under b) Code No.: BSEN 10025 Title: Grades of M.S. plates c) Code No.: BS 5135/AWS D 1.1 Title: Welding d) Code No.: BSEN ISO 1461 Title: Hot dip galvanizing e) Code No.: TR. No. 7 (2000 addition) of ILE, UK. Title: Specification of Mast and foundation. f) Code No.: IS 3459 / 2266 Title: Stainless steel Wire rope g) Code No.: IS 9968 Part – 1 Title: Trailing Cable h) Code No. IS 325 Title: Motor |
| 56 | vi) 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.vii) 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.viii) (a) 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 top Winch: 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 maximum load operated by the winch. |
| 57 | (b) 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. (c) 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 2x1450 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. (d) 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(e) Power Tool for the Winch:Three phase, single speed, 6 pole high-powered motor of rating 1 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. 01 no. 4 Pole MCB TPN used for on/off purpose of flood light. 40/63 amp to be installed in high mast for lighting (L&T/ ABB/ SCHNEIDER) |
| 58 | (f) Lighting Finial:i) 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 ii) 1 Nos. LED type single dome aviation obstruction light shall be provided each high mast. (g) 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. (h) The firm will give the high mast parameters as given below: i) Height of the High Mast. = 12.5 Mtr. ii) Nos. of sections = 2 Nos. ii) Thickness of each section in mm. = Top: 4 mm & Bottom 4 mm minimum iv) Bottom plate thickness = 25 mm (Minimum) vi) Makes of High Mast = Valmount/ Bajaj/ Transrail/ BPP/ Utkarsh/Surya only. 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 on a full size mast at SERC or other reputed institutions to validate the structural program. The winches are to be type tested through reputed institutions like IIT as consultants. The high mast manufacturer should have in-house civil, structural and product design facilities. Also the shaft is to be manufactured from ISO 9001, ISO 14001 and ISO 18001 certified factory taking care of all aspects of design, quality, environment and safety. i |
| 59 | FOUNDATION FOR 12.5 Mtr. MTR. LONG HIGH MAST:Design & casting of foundation with M20 cement Concrete & steel reinforcement suitable for installation of 12.5 Mtr. / 16mtr high mast: |
| 60 | 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 (2 nos.x 8.46= 16.92 cum) |
| 61 | 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 = 7.88 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.) otal (5.58+2.3= 7.88 Sq. mtr.) (2 nos.x 7.88= 15.76sq. mtr.) |
| 62 | 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) (2 nos. x 2.57= 5.14 cum) |
| 63 | 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) (2 nos. x 0.52= 1.04 cum) |
| 64 | 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) (2 nos. x 132.95= 265.9kg) |
| 65 | Earthing with G.l. 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 meter long etc. without charcoal/ coke and salt as required. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 66 | Supply & Erection of Steel Pole 3 mtr. height are made of Galvanised Mild steel tubes having upper part is (Ø 75mm x 3mm) bottom part of the pole (Ø 140mm x 4.0mm) and length of pole (1000mm x 3000mm) made out of mild steel galvanised tubes. The bottom and middle part of the poles are fitted with cast Iron/Aluminium embellishments as shown in the drawing. The poles has a service window at the bottom containing 25 amp connector terminal and MCB of the desired rating. The antidoor theft strip 30mm x 4mm should be attached with junction box protection. The poles are primer coated and painted with polyurethane paint of the desired colour. Poles are suitable for Single/ Double/ Triple/ Four Side Post Top/Drop Down Luminaries. The Poles has a service window at the bottom comprising four way 25Amp Connector terminal and a MCB. Poles has a mild steel base plate having four numbers mounting holes as er drawing and can be mounted with four numbers anchor bolts. Prefered make,Havells Lux MaxSP-140-75 - Twinkle, MFMD 202D & Mayfair lighting (picture atteched) (over all diamation may very but shape must be as attached in picture) or its equivalent Surya, Bajaj, K-Lite. Rate inculdes the base plate of approx dimention (300x 300x 12mm) and J type nut bolt and all other material required for complete erection of poles and all relevant testing standard certificated must be submiied alond with geniune certificated . The work must be completed as per the entire satisfaction of Engineer-in-Charge. |
| 67 | RCC FOUNDATION For 3 Mtr. Long pole:The foundation has to vetted from expert and submit the drawing. The work must be complete as per the entire satisfaction of Engineer-in-Charge. |
| 68 | DSR ITEM NO. 2.8.1 (CIVIL WORK) - 2022Earth 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 0.46mx0.46mx1.21m)= 0.26 cum (38 snos. x 0.26= 9.88cum) |
| 69 | DSR ITEM NO. 5.9.1 (CIVIL WORK) - 2022Centering 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 - 180mm x 380mm = (1.18mx0.38m) = (0.45x4=1.80 sq. mtr.) Total (38 nos. x 1.80= 68.4sq. mtr.) |
| 70 | DSR ITEM NO. 5.2.2 (CIVIL WORK) - 2022Reinforced 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 - 380mmx380mmx118mm = (0.38mx0.38mx1.18m) = 1704. cum Total (38 nos. x 0.1704= 20.788 cum) |
| 71 | DSR ITEM NO. 4.1.11 (CIVIL WORK) - 2022b) 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) (0.43mx0.43x0.05m =0.0092 cum) (38 nos. x 0.0092=1.122 cum) |
| 72 | DSR ITEM NO. 5.22.6 (CIVIL WORK) - 2022Steel 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 Bar10 mm dia = 8 nos.x 2.24mm= 17.92 r.mtr @ 0.390 Kg per mtr.= 6.98 kg2.Vertical Bar 12mm dia =4 nos.x 1.66 mm= 6.64 r.mtr @ 0.89 Kg per mtr.= 5.9 kgTotal (6.98 + 5.9=12.85+5% wastage = 13.49 kg) (38 nos. x 13.49= 164.78kg) |
| 73 | Supply, Erection, Testing & Commissioning of Decorative Post Top 40 watt (L-575+340=915, Width- 625) Colour Temperature 5500-7000K having efficacy >100 lum/W; Frequency 50 ~ 60 Hz, THD >10%, Power factor >0.95, CRI > 80°, Life > 50,000 Hrs, Operating Voltage Range - 100V - 270Volts.light made of die cast aluminum housing with bracket. A UV stabilized PC/ PMMA diffuser is provided for glare free lighting with high visual comfort. The Lantern is painted with polyester paint. Prefered make Lux Max PT 157 90 Watt, twinkle, MF PTL LED 664 of Mayfair lighting or its equivalent Surya, Bajaj, K-Lite, Havells. (over all diamation may very but shape must be as attached in picture) Rate includes all the accesriors inculding nipple and all other accessories required. The fixture should be comprehensively warranted to be replaced or repaired for any defect on site warranty within 2 Years of installations and all relevant testing standard certificated must be submiied alond with geniune certificated . The work must be completed as per the entire satisfaction of Engineer-in-Charge.The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 74 | Supply & Erection of Exhaust Fan Heavy duty(450mm) 900 RPM of Panasonic (Anmol 13160) Havell’s/ Bajaj/ Crompton make complete with motor blades along with louver to be installed on existing hole in wall/ glazing with suitable arrangement. The rate includes cost of all labour, carriage to site, testing, commissioning of Exhaust fan & connection to existing light panel. The job shall be executed to the entire satisfaction of Engineer-in-charge. |
| 75 | Supply & Erection of Exhaust Fan (12” sweep (300mm) 900 RPM of Panasonic (Anmol 13160) Havell’s/ Bajaj/ Crompton make complete with motor blades along with louver to be installed on existing hole in wall/ glazing with suitable arrangement. The rate includes cost of all labour, carriage to site, testing, commissioning of Exhaust fan & connection to existing light panel. The job shall be executed to the entire satisfaction of Engineer-in-charge. |
| 76 | S/E of Wall fans 300mm sweep without fan regulator of Havell's-Swing/ Usha/ Baja/ Panasonic/ Orient make including making connection with 23/.076’ flexible wire to be adjacent fan point. The job shall be executed to the entire satisfaction of Engineer-in-charge. |
| 77 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. |
| 78 | Supplying and fixing suitable size GI box with modular plate and cover in FRLSont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. |
| 79 | Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. Group C |
| 80 | PVCCON 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. The work shall be executed to the entire satisfaction of Engineer in charge. |
| 81 | 25 mm |
| 82 | 40 mm |
| 83 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. |
| 84 | Providing, Fixing and Commissioning of Split type AC of 1.0 ton, 3 Star Rating. The AC shall be Suitable for 230 +/- 10% volts, 50 Hz Ac supply. The cost of including piping / Electrical Wire between indoor & outdoor up to two meter with sleevein type insulation I/C M.S brackets/stand for outdoor until as per madufactures standard i.e. for fixing on wall or floor/terrace as per site requirements complete in the entire statisfaction of Engineer-in-charge. The AC EER not less than 3.55 supply with Copper candensar. 1.0 Ton Capacity of nominal cooling capacity 4500 kilo calories/Hr./18000 BTU/Hr. with permissible variation of +/- 10%. Room discharge air flow 650 cfm indoor Nosir level not exceed 50 db. Refrigent 410 A/R32. Machine should have in built gas leak detctor. The make should be Carrier/ Hitachi/ Toshiba/ Mitsubishi or its equivalent. There should be warrantee of 3 years in all respect to the entire satisfaction of Engineer-in-charge. |
| 85 | 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\\". |
| 86 | Providing & Fixing PVC rigid drain pipe 20mm (3/4\\") dia of Diplast/ finolex make complete in all respects from indoor unit to disposal points as directed by Engineer in charge complete in all respects. |
| 87 | Providing and Fixing of Split type AC of 1.5 ton, 3 Star Rating. The AC shall be Suitable for 230 +/- 10% volts, 50 Hz Ac supply. The cost of including piping / Electrical Wire between indoor & outdoor up to two meter with sleevein type insulation I/C M.S brackets/stand for outdoor until as per madufactures standard i.e. for fixing on wall or floor/terrace as per site requirements complete in the entire statisfaction of Engineer-in-charge. The AC EER not less than 3.55 supply with Copper candensar. 1.5 Ton Capacity of nominal cooling capacity 4500 kilo calories/Hr./18000 BTU/Hr. with permissible variation of +/- 10%. Room discharge air flow 650 cfm inddor Nosir level not exceed 50 db. Refrigent 410 A/R32. Machine should have in built gas leak detctor. The make should be Carrier/ Hitachi/ Toshiba or its equivalent. There should be warrantee of 3 years in all respect to the entire satisfaction of Engineer-in-charge. |
| 88 | Supply and Fixing voltage stabilizer 4 KVA for AC of 1.0 Ton and above with MCB, TDR volt meter copper winding input range 180-250 volt single phase including cost of copper wire from stabilizer to AC unit with M.S. Body of 22 gauge sheet powder coated. Make: V-Guard/Microtek/Luminous. |
| 89 | S/F’C series, DP MCB:Supply and fixing 32 amps rating, 240 volts ‘C’ series, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB Complete with connections testing and commissioning etc as required. Double pole 16 Amps “C” series Make of Anchor, Havells, Legrand, ABB, Siemens, L&T. The work shall be executed to the entire satisfaction of Engineer in charge. |
| 90 | S/F modular type switch/socket: Supplying and fixing following modular switch /socket on the exisiting modular plate & switch box including connections but excluding modular plate North West/ Crabitree/ Legrand/ National make. in recess etc as required. |
| 91 | 5/6 Amp switch |
| 92 | 15/16 Amp switch |
| 93 | 3 pin 5/6 Amp socket outlet |
| 94 | 6 pin 15/16 Amp socket outlet |
| 95 | S/F call bell/ buzzer: Supplying & Fixing call bell/ buzzer suitable for D.C./A.C. single phase, 230 volts, complete as required. |
| 96 | S/F modular boxes, base & cover plate: Supplying and fixing following size/modules, G.I. box alongwith modular base & cover plate for modular switches North West/ Crabitree/ Legrand/ National make. in recess etc as required. |
| 97 | 2 Module (75mmX75mm) |
| 98 | 6 Module 200mm x 755mm |
| 99 | 8 Module 125mm x125mm |
| 100 | 12 Module 200mm x150mm |
| 101 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 102 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire |
| 103 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 x 4 sq. mm + 1 x 4 sq. mm earth wire |
| 104 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4x10sq. mm + 2x6sq. mm earth wire |
| 105 | Supply & Erection of PVC Insulated (sheathed) Copper Conductor Cable ISI marked size 3 core 2.5 mm2.Supply & Laying of flexible PVC insulated FR PVC sheathed 3 Core 2.5 mm2 Copper Cable conforming to IS - 694:2010 of make KEI/ Havell's/ Cirtina/ Finolex/ Sunhome/ Lapp/ Polycab within the already erected 9 mtr Steel Tubular Pole and within bracket fitted on pole with the help of crane making the requried connector as statrd above and other petty material required to complete the job to the entire satisfaction of engineer-in-charge precautions of the work. |
| 106 | Supply and Erection of Dummy complete with Testing and Commissioning etc. as per entire satisfaction of Engineer-in-Charge. |
| 107 | G.I. Earth pipe electrode without salt/ Charcoal: DSR 5.2/2022 Supply and laying of earth electrode made out of ISI marked 'B' class earthing with G.I. earth pipe 4.5 mtr long, 40mm dia including accessories, G.I. pipe electrode shall be cut tapered at the bottom, and provided with holes of 12mm dia, drilled not less than 7.5 cm from each other upto 2 Mtr. of length from bottom (without charcoal or coke and salt). The earth electrode shall be laid in ground after boring as per CPWD specifications complete in all respect and to the entire satisfaction of the Engineer-in-charge. |
| 108 | P/F 6 SWG GI earth wire in pipe: DSR 5.12/2022 Providing & laying earth connection from earth electrode with 6 SWG dia G.I. wire in 15 mm dia G.I. pipe from earth electrode, as required. |
| 109 | Supply & laying PVC insulated Aluminum Conductor armoured ISI Marked cable of 3.5 Core 120 mm sq in Trench/Pipe. Supply & laying of ISI marked 3.5 core 120mm sq PVC Insulated Aluminum conductor armoured cable (PVC Sheathed) of make Sunhome/ Finolex/ Cirtina/ Ecko/ Lapp/ Polycab/ KEI conforming IS:1554 (Pt.1) amended. The cable to be laid in trench/ pipe as per DSR Code 7.5.1/2022 MV CB PIP-25 Part-II (External). The cable should be terminated existing/ new cc collar with proper thimbling. The job included all Connections, Commissioning and testing of phase supply Material Testing report to be submitted and material to be supplied at site after confirmation from Engineer-in-charge. The specification of the cable as below:- i) Conductor – Aluminumii) Core – 3.5iii) Working Voltage – 1100 Viv) Nominal Cross Section – 120mm2 v) Minimum No. of Wire – 7/6The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 110 | Supply & Laying of DWC pipe 76/90 mm with hand bockey:- Supply and Laying of pipe (OD-90 mm & ID-76 mm nominal) Double Wall Corrugated (DWC) With Hand Bockey High Density Polyethylene pipe ISI marked (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, with all accessories like socket, bend, couplers etc. conforming to IS 14930, part ii complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but including sand cushioning and protective covering etc., complete as required and PSEN-50086 (P-I & II). The entire satisfaction of Engineer-in-Charge of work. |
| 111 | Supply & Laying of DWC pipe 76/90mm without hand bockey:- Supply and Laying of pipe (OD-90 mm & ID-76 mm nominal) Double Wall Corrugated (DWC) Without Hand Bockey High Density Polyethylene pipe ISI marked (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, with all accessories like socket, bend, couplers etc. conforming to IS 14930, complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling of digging including sand cushioning and protective covering etc., complete as required and PSEN-50086 (P-I & II) of Make Duraline/ Rex/ Avadh or its equivalent. The entire satisfaction of Engineer-in-Charge of work. |
| 112 | S/I/T/C of 9-12W, COB swivel LED Down lighter with CCCV driver, protection IP 20, CCT 4000k, Surge protection 4.0kV, Operating Voltage Range -150V-270Volts with all the required features and all the NABL Accredited reports to be submitted and fittign to be get it approved from Engineer-in-charge. Ref Make- Wipro, Trilux, Osram, Twinkle Lux-Max, Philips complete in all respect as required. Ther Fitting should be comprehensively warranted to be repaired/ replaced (on site) for any defect within 5 Years of installation. |
| 113 | Supply & Erection of Fan Rod 3’ long made from 16mm dia G.I. Pipe. The job shall be completed in all respect to the entire satisfaction of Engineer-in-Charge. |
| 114 | Supplying and fixing of modular type electronics fan regulator:-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. |
| 115 | S&E of Mouled Case Circuit Breakers (MCCB) of rating 63 Amp with Breaking Cap 16 kA, 415 Volts.Supply & Erection of 3 pole, 16 kA, 63 Amp MCCB with adjustable thermal and magnetic setting having Ics 75% of Icu. The MCCB is to be fixed in the feeder pillar complete in all respects. The MCCB should be make Havells/ ABB/ L&T/ Legrand/ Schneider. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 116 | S&E of Mouled Case Circuit Breakers (MCCB) of rating 200 Amp with Breaking Cap 26 kA, 415 Volts.Supply & Erection of 3 pole, 26 kA, 200 Amp MCCB with adjustable thermal and magnetic setting having Ics 75% of Icu. The MCCB is to be fixed in the feeder pillar complete in all respects. The MCCB should be make Havells/ ABB/ L&T/ Legrand/ Schneider. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 117 | S/F’C series, SP MCBSupply and fixing 6 amps to 32 amps rating, 240 volts ‘C’ series, 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 16 Amps “C” series Make of Anchor, Havells, Legrand, ABB, Siemens, L&T. The work shall be executed to the entire satisfaction of Engineer in charge. |
| 118 | Supply and Erection of Angle Iron of bracket of 3' long made out of Angle Iron of size 35x35x6 & fixed on top of G.I. pipe (0.5m) long 4\\" dia angle to support the bracket complete in all respect with suitable clump and nuts/bolts to the entire satisfaction of the Engineer-in-charge. |
| 119 | Supply & Erection of of Brick Masonary Haudi of Internal finished size 2’ x 2’ x 2’ (deep) with Ist Class burnt bricks in cement sand mortar 1:5 ratio having 4½” thick wall. The top of the Haudi will be provided at the floor level with angle iron frame of size 40mm x 40mm x 6mm and shall be covered with a cover fabricated with Angle Iron Frame of size 35mm x 35mm x 5mm RCC casted with 8 Nos. MS Bar of suitable size. The haudi will be provided with 12.5mm thick cement plaster in 1:4 ratio complete in all respect as approved by the Engineer-in-Charge. The job also includes curing of the cemented/brick masonary work as per CPWD specification. |
| 120 | Supplying and fixing brass batten/ angle holder including connection etc. as required |
| 121 | Supply & Laying of DWC pipe 51/63mm without hand bockey:- Supply and Laying of pipe (OD-63 mm & ID-51 mm nominal) Double Wall Corrugated (DWC) Without Hand Bockey High Density Polyethylene pipe ISI marked (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, with all accessories like socket, bend, couplers etc. conforming to IS 14930, complete with fitting and cutting, jointing etc. direct in ground (75cm below ground / road level by digging the ground for cutting the road/ paver blokcs upto required level and laying of DWC pipe for laying LT upto 1.1 KV grade) cables extra including excavation and refilling of digging including sand cushioning and protective covering etc., complete as required and PSEN-50086 (P-I & II) of Make Gemini, Zen, Duraline, Crescent, Sunrise. The entire satisfaction of Engineer-in-Charge of work. |
| 122 | S&E of Outdoor type both side with L-key lock arrangement openable M.S. Cubical Pedestal of size 1200mmx 900mm x350mm fabricated from 16 G.M.S. sheet welded on M.S. angle iron frame of size 50mmx 50mm x6mm with 4 Nos. legs of angle iron of same size each of length 600mm with M.S. sheet of size 100mm x 100mm x 6mm thick at the bottom of the legs. The front side and the back side of the pedestal should be openable with hinged door provided with Godrej type locking arrangements. A 'U' type support made from M.S. sheet of 16 G having width 75mmx 6mm be welded vertically in the inner side of the door to avoid entry of water. The door of the pedestal should be provided with rubber gasket to avoid entry of other insects etc. The top of the pedestal shall be covered with canopy made out of 16 G M.S. sheet projected outside to avoid entry of water. Four No. supporting members each of size 50mm x 6mm thick according to cubical size shall be welded for mounting switcher gear i.e. ICTPN, BBC, Timer and energy meter etc. The Pedestal shall be painted with two coats of P.O. red paint after applying one coat of red oxide. One No. The legs of the pedestal shall be embedded in the 1:2:4 C.C. mixture by digging 1' deep pit of 1' dia. The letter 'M.C.C.' in 4\\" size shall be written on the front door of the Pedestal. The job also included supply and erection one no. wooden plank/ board of size 1’-6’’ x 1’-6’’ and 25mm thick suitable for fixing energy mater including cost of screw, nuts and bolts in cubical pedestal complete in all respect. The pedestal will be housed on RCC foundation, Snowcem and platform of size 900mm deep (450mm underground and 450 mm above ground x 960 mm long x 410 mm wide including sufficient number of DWC pipe size of 51/63mm pieces to facility to entire the main cable and the circuit cable. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 123 | Supply and fixing of 9 watt screw type LED bulb . The work shall be executed to the entire satisfaction of Engineer in charge. |
| 124 | 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 PVC Insulated Aluminum conductor armoured cable (PVC Sheathed) of make Sunhome/ Finolex/ Cirtina/ Ecko/ Lapp/ Polycab/ KEI conforming IS:1554 (Pt.1) amended. The cable to be laid in trench/ pipe as per DSR Code 7.5.1/2022 MV CB PIP-25 Part-II (External). The cable should be terminated existing/ new cc collar with proper thimbling. The job included all Connections, Commissioning and testing of phase supply Material Testing report to be submitted and material to be supplied at site after confirmation from Engineer-in-charge. The specification of the cable as below:- i) Conductor – Aluminumii) Core – 4iii) Working Voltage – 1100 Viv) Nominal Cross Section – 16mm2 v) Minimum No. of Wire – 7/6vi) Insulation Thickness – 1.0mm (Nominal)vii) Inner Sheath Minimum Thickness – 0.3mm viii) Outer Sheath Minimum Thickness – 1.40mmix) Nominal size of Armoured Wire/Strip – 4x0.8mmx) Approximate O.D. – 22mmMaximum d.c. Resistance at 20 Deg. C – 1.91 ohm/kmThe work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 125 | Supply& Erection of PVC insulated 2 core 10mm2 aluminium conductor twin core flat of Rolex/ Sunhome/ Polycab/ Shalimar/ Havell's or its equivalent of ISI marked.The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 126 | S&E of Outdoor type one side openable M.S. Cubical Pedestal of size 900mmx 600mm x350mm fabricated from 16 G.M.S. sheet welded on M.S. angle iron frame of size 50mmx 50mm x6mm with 4 Nos. legs of angle iron of same size each of length 600mm with M.S. sheet of size 100mm x 100mm x 6mm thick at the bottom of the legs. The front side of the pedestal should be openable with hiunged door provided with Godrej type handle and L-key locking arrangements (with 2 sets of L-key). A 'U' type support made from M.S. sheet of 16 G having width 75mmx 6mm be welded vertically in the inner side of the door to avoid entry of water. The door of the pedestal should be provided with rubber gasket to avoid entry of other insects etc. The top of the pedestal shall be covered with canopy made out of 16 G M.S. sheet projected outside to avoid entry of water. Four No. supporting members each of size 50mm x 6mm thick according to cubical size shall be welded for mounting switcher gear i.e. ICTPN, BBC, Timer and energy meter etc. The Pedestal shall be painted with two coats of P.O. red paint after applying one coat of red oxide. One No. The legs of the pedestal shall be embedded in the 1:2:4 C.C. mixture by digging 1' deep pit of 1' dia.The letter 'M.C.C.' in 4\\" size shall be written on the front door of the Pedestal. The job also included supply and erection one no. wooden plank/ board of size 1’-6’’ x 1’-6’’ and 25mm thick suitable for fixing energy mater including cost of screw, nuts and bolts in cubical pedestal complete in all respect. The pedestal will be housed on RCC Foundation platform of size 900 mm deep (450 mm underground and 450 mm above ground x 610 mm long x 360 mm wide including sufficient number of entries for cable with DWC pipe The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 127 | Supply & Erection of Three Phase Aluminum Bus BarSupply & Erection of Three Phase Aluminum Bus Bar of size 300mmx 25mmx 5mm with L type fuse unit to be fixed on Porcelein insulators in the existing pedestal with required nuts, bolts & M.S. sheet. The fuse links should be equal to the number of outgoing circuits. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 128 | Supply & Erection of Three Phase Automatic Timer and Contactor assembled in 22 gauge CRCA sheet enclosure duly powder coated with the following accessories (Three Phase) of Make Amsons/ L&T/ Schenider 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 for 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. |
| 129 | Supply & Erection of PVC Insulated sheathed) Copper Conductor Cable ISI marked size 3 core 1.5 mm2.Supply & Erection of ISI Marked PVC insulated 3 core 1.5mm2 cable of Copper Conductor (Sheathed) make Finolex/ Lapp/ Polycab/ Havell's/ left bare in pipe of suitable size excluding cost and erection of pipe/pole etc. (i) Cable size 3 core 1.5 mm2 Copper Conductor 1100 Volts Grade. The work shall be executed to the entire satisfaction of Engineer-in-charge. |
| 130 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB’s (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door Make of Panasonic, Anchor, Havells, Legrand, ABB, Siemens, L&T. The work shall be executed to the entire satisfaction of Engineer in charge. (Note : Vertical type MCB TP DB is normally used where 3 phase outlets are required.) |
| 131 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. The work shall be executed to the entire satisfaction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysAug 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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