Tender For Interlocking Work, Main Gate, And Drain Cover Related Works At Bhumi Vikas Evam Grihasthan Yojna No. 3, Jhansi Construction Of Culvert, Drain, And Apex Road From The Main Road Via Shivsai Vatika Up To The Primary School Ward No. 01 (Hasari
Tender Value
2.32 Crore
Estimated cost
Bid Submission
05 Oct 2026
14 days left
EMD
4.64 Lakhs
Bank guarantee accepted
Document Fee
5310
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jhansi → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Interlocking Work, Main Gate, And Drain Cover Related Works At Bhumi Vikas Evam Grihasthan Yojna No. 3, Jhansi Construction Of Culvert, Drain, And Apex Road From The Main Road Via Shivsai Vatika Up To The Primary School Ward No. 01 (Hasari Zone-02)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-Sep-2026 | WORK PERIOD TIME | Other | 05-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil |
| 2 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MOTRH specification no. 406 |
| 3 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 4 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).beams |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 6 | 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 and for all lift. |
| 7 | 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 mmnominal size derived from natural sources) |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 9 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts |
| 14 | Brick work with class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 15 | Providing and fixing dry cladding upto 10 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1 mx1 m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately).Red sand stone - 30 mm thick gang saw cut stone |
| 16 | Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1 :2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). |
| 17 | Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gram), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. |
| 18 | Supplying Installation, Testing and Commissioning of on-grid Solar Photovoltaic Power Plant conforming to various applicable standards BIS, IEC, MNRE guidelines, the Central Electricity Authority Regulations and CPWD Specifications as amended up to date, consisting of Mono/Poly Crystalline silicon solar cells module, net metering facility, necessary control, protections, earthing, cabling, mounting structure, junction boxes, power conditioning units, Real time online web interfaced Data Monitoring System, Distribution panels, grid connecting arrangement, conduits, pipes, cable trays and other accessories etc. as required. a) High Energy Efficiency Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730 Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 23% at STC with temperature coefficient of Pmax better than -0.30% per 0C. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Solar Modules shall be designed to operate in relative humidity upto 100% with temperature between -10 0C and +85 0C. Further, each PV module used in any solar power project must have Radio frequency identification tag with information such as name of manufacturer, month and year of manufacturing, country of origin (separately for Solar cell and module), I-V curve, Unique Serial No and Model No of the module, Wattage, Im, Vm and FF, name of test lab issuing IEC certificate.b)Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 415 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC with a variation of 10% at nominal voltage. Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 0C, Minimum IP-65 for outdoor and Minimum IP 21 for indoor, Built-in meter and data logger, MPPT, switching devices IGBT/MOSFETs and controller Microprocessor /DSP. PCU/inverter shall be capable of complete automatic operation including wake-up, synchronization & shutdown. The PCU shall be able to withstand unbalanced load conforming to IEC standard with shutdown/standby mode. It must be provided with grid islanding along with manual disconnect pole isolation switch besides automatic disconnection. Minimum protections: Mains Under / Over Voltage, Over current, Over/Under grid frequency, Over temperature, Surge voltage induced at output due to external source, Short-circuit, Lightening, Anti Islanding (for grid synch. Mode) and other protections as per applicable standards. LCD/LED display of minimum parameters: DC input voltage, DC current, AC Voltage and current (all 3 phases, in case of 3 phase), Instantaneous & cumulative AC output power, Daily DC energy produced and other parameters applicable standard. Communication interface RS 485 / RS 232. c) Module mounting structure: The roof top solar plantgeneration units shall be installed by using supportingAluminium/Galvanized MS structure (mass of zinccoating shall be as per IS4759 ) having minimum headroom clearance of 2.4 meter above the terrace level /ground level. The mounting structure would bedesigned to sustain wind load and seismic parameterof the site of installation. All the structure shall bedesign as per applicable BIS code and the materialshall also confirm the applicable BIS Code. Structuralmaterial shall be corrosion resistant and electrolyticallycompatible with the materials used in the moduleframe, its fasteners, nuts and bolts. The suitablearrangements for maintenance and cleaning shall beprovided.d) Real time online web interfaced Data MonitoringSystem complete with accessories for variousparameters such as Solar Irradiance, temperature, ACOutput Voltage and current, Output Power, Powerfactor, DC Input Voltage and Current, Time Active,Time disabled, Time Idle, Power produced and otherparameters as per standard practices.e) Array junction box & Main junction box with IP 65protection and termination arrangement for incomingand outgoing cable along with glands, lugs and other92DELHI SCHEDULE OF RATES (E&M)-2025accessories etc. as required. Each junction box shall be made of GRP/FRP/Powder Coated Aluminium /cast aluminium alloy with full dust, water & vermin proof arrangement with High quality Suitable capacity Metal Oxide Varistors(MOVs) (semiconductor diode with resistant applied voltage)/ surge arrestors and suitable Reverse Blocking Diodes, isolation switches isolate the DC input to Inverter, copper bus bar etc. f)Lightning, surge voltage protection, earthingprotection and grid islanding.g) Cables: Connections & Interconnections byrequired size IR/UV protected XLPE insulated copperconductor 1.1 kV grade armored power and controlcables(ISI Marked) along with supplying & fixing ofnecessary channel/conduit, GI cable trays, supports,lugs, thimble and other accessories etc. as required.h) DC Distribution Board And AC Distribution PanelBoard: IP65, free standing, metal cladded, havingcopper bus bar, having required protection and controlgears, connection-interconnection, etc. as required. |
| 19 | Supply and Installation Standard Size Logo as Per Drawing at Site Proper completion of work |
| 20 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. |
| 21 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. MORTH 502 |
| 22 | Bituminous Macadam (3.3% bitumen) Providing and laying BM with 100-120 THP hot mix plant producing an average output of 75 tonne per hour using crushed aggregate of specified grading rp mixed with bituminious bimder, transported to site ,laid over a previously prepered surface with paver finsher to the required grade,level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. MORTH spectification 504 (50 mm BM) |
| 23 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared WMM surface cleaned with mechanical broom. |
| 24 | Providing and laying Semi dense bituminous concrete with 100-120 THP batch type HPM producing an average output of 75 tonne per hour using crushed aggregates of specified grading ,premixed with biyuminous binder @ 4.5 to 5 % of mix and filler ,transporting the hot mix to work site ,laying with a hydrostatic paver finisher with sensor control to the required grade level and alingement , rolling with smooth wheeled vibratory and tondom rollers to achieve the desiered compaction as per MORT&H specification cluase 508 complate in all respect.(25 mm SDBC) |
| 25 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. DSR 16.50 |
| 26 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.DSR 16.62 |
| 27 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 28 | Brick work with (non modular) bricks of class designation 150 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 29 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 30 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources. |
| 31 | Brick work with class designation 15 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) |
| 32 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 33 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 lit/10 sqm) |
| 34 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder railings, brackets, gates and similar works |
| 35 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 36 | Providing, supplying, installation, testing and commissioning of Outdoor Gym Sky Walker, made of heavy-duty MS tubular/structural steel frame, complete with foot pedals, handles, pivoting mechanism, bearings and all necessary fittings, duly finished with anti-corrosive treatment and powder coating, including fixing on suitable RCC/PCC foundation with foundation bolts, nuts, washers etc., complete in all respects as per manufacturer's specifications and direction of Engineer-in-Charge. |
| 37 | Providing, supplying, installation, testing and commissioning of Outdoor Gym Double Standing Waist Twister, suitable for simultaneous use by two persons, made of heavy-duty MS tubular/structural steel frame with anti-skid rotating foot platforms, heavy-duty bearings, supporting handles and all necessary fittings, duly finished with anti-corrosive treatment and powder coating, including fixing on suitable RCC/PCC foundation with foundation bolts, nuts, washers etc., complete in all respects as per manufacturer's specifications and direction of Engineer-in-Charge. |
| 38 | Providing, supplying, installation, testing and commissioning of Outdoor Gym Cross Trainer, made of heavy-duty MS tubular/structural steel frame, complete with movable handles, foot pedals, linkages, pivoting mechanism, bearings and all necessary fittings, duly finished with anti-corrosive treatment and powder coating, including fixing on suitable RCC/PCC foundation with foundation bolts, nuts, washers etc., complete in all respects as per manufacturer's specifications and direction of Engineer-in-Charge. |
| 39 | Providing, supplying, installation, testing and commissioning of Outdoor Gym Shoulder Builder/Shoulder Exerciser, made of heavy-duty MS tubular/structural steel frame, complete with rotating exercise wheels/handles, bearings and all necessary fittings, duly finished with anti-corrosive treatment and powder coating, including fixing on suitable RCC/PCC foundation with foundation bolts, nuts, washers etc., complete in all respects as per manufacturer's specifications and direction of Engineer-in-Charge. |
| 40 | Providing, supplying, installation, testing and commissioning of Outdoor Gym Arm & Leg Strengthener, made of heavy-duty MS tubular/structural steel frame, complete with seat, backrest, handles, foot supports/pedals, movement mechanism, bearings and all necessary fittings, duly finished with anti-corrosive treatment and powder coating, including fixing on suitable RCC/PCC foundation with foundation bolts, nuts, washers etc., complete in all respects as per manufacturer's specifications and direction of Engineer-in-Charge. |
| 41 | Carrigae of manure upto 5 K.M. |
| 42 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 43 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm,refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete |
| 44 | Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 45 | Providing and stacking of Saraca indica (Sita Ashok) of height 105-120 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 46 | Providing and stacking of Phyllanthus emblica (Amla) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. |
| 47 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 300 mm dia |
| 48 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 300 mm dia |
| 49 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia |
| 50 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm Nominal Size dia |
| 51 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 52 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm Dia |
| 53 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp |
| 54 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm Dia |
| 55 | Supply and Installation of 1.5 HP Submersible pump set complete |
| 56 | Supply & fixing of 16 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 360 mm base plate 32 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 1.5 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect. |
| 57 | LED Smart Street light fixture, powder coated pressure die cast aluminium(System. System lumen efficacy >135 lm/Watt).Supplying, installation, Testing & Commissioning of Smart Street light LED fixture, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement ( < 700ma), Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 °C to 50 °C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P.F.≥0.95, IP-66,IK 08, CRI >70, under voltage and over voltage protection, EMI- EMC as per CISPR-15, lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 900C) Smart inbuilt controller shall have following features. 1.Control and monitor LED luminaries with bi directional control( Status, Fault, Alarm, dimming level, wattage, energy)2.to measure voltage, current, power, power factor,apparent energy, active energy, operating hours3.Inbuilt ambient light sensor, motion sensor basedon Passive Infra Red (PIR).4. Wi-Fi LoRA/Zigbee/Powerline with ethernet network based IOT feature as per site requirement or engineer in charge.5.should be controlled through auto/ manual6.Programmable level of not less than 48 different light intensity settings,7.inbuilt repeater & relay signals function to othercontroller 200 watt |
| 58 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 59 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 60 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. (but without charcoal/ coke and salt) as required. |
| 61 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 62 | Supply, Installation, Testing & Commissioning (SITC) of Outdoor Floor Mounted IP-65 Centralized Control & Monitoring System (CCMS) Panel suitable for 16 m High Mast Lighting System, fabricated from minimum 2.0 mm thick CRCA sheet steel, powder coated, suitable for 415 V, 3 Phase, 4 Wire, 50 Hz AC supply, comprising of:Incoming:63A, 4 Pole MCCB, 25 kA, adjustable thermal magnetic release – 1 No.Type-II SPD, 3P+N – 1 Set Digital Multifunction Meter (V, A, kW, kWh, PF, Hz) with required CTs – 1 No. RYB Phase Indication Lamps – 1 Set Phase Sequence/Phase Failure Relay – 1 No. Neutral Link and Earth Bus Bar – 1 Set Outgoing:32A, 4 Pole MCB/MCCB Outgoing Feeders – 2 Nos.4 Pole AC-3 Rated Power Contactors – 2 Nos.Digital Astronomical Timer – 1 No.Auto/Manual Selector Switch – 1 No.GSM/GPRS/4G based CCMS Controller for remote monitoring, switching, scheduling andfault indication – 1 No.24 V DC SMPS, Control MCBs, Control Relays, Terminal Blocks, Internal Copper Wiring, Ferrules, Cable Glands and Lugs – 1 Set. |
| 63 | Supply and Laying of 63 mm dia (OD-63 MM & ID-51 mm Nominal) size DWC HDPE Pipe 151 Marked along with all accessories like socket, bend, couplers etc conforming to 15 14930, Part II Complete with fitting and Cutting, Jointing etc (direct in ground (75 cm below ground Level) Including Excavatin and refilling the trench but Excluding sand cushioning and protective covering etc complete as required Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 05, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 14 daysOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
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