Tender For Construction Of Brick Masonary Boundary Wall For Phase-I From Amd Guest House To Kitadih Football Ground & Renovation Of Colony Gate And Aligned Civil, Electrical And Horticulture Works At Amd Residential Complex, Eastern Region, Jamshedpu
Tender Value
2.61 Crore
Estimated cost
Bid Submission
16 Jul 2026
3 days left
EMD
5.23 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
East Singhbum → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Brick Masonary Boundary Wall For Phase-I From Amd Guest House To Kitadih Football Ground & Renovation Of Colony Gate And Aligned Civil, Electrical And Horticulture Works At Amd Residential Complex, Eastern Region, Jamshedpur
BOQ
| Sl. No. | Item Description |
| 1 | Civil Items |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 4 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar |
| 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 6 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 7 | 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 for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 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 upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 10 | 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 |
| 11 | 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. |
| 12 | 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. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | 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) |
| 17 | CEMENT PLASTER (IN FINE SAND)12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) |
| 18 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 19 | 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. |
| 20 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 22 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 23 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 24 | 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. |
| 25 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 26 | Add extra for lead of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, up to 5 km (Excluding 50 m initial lead) for all leads including all lifts involved. |
| 27 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). |
| 28 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. |
| 29 | Excavation work 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 soils as directed, within a lead of 50 m. Ordinary rock |
| 30 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. |
| 31 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. |
| 32 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm)over and including priming coat of exterior primer applied @2.20kg/10 sqm |
| 33 | 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 |
| 34 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. Upto and including 12mm dia. |
| 35 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Note: For the purpose of payment, only the elevated area of the surface shall be considered. Hinges and other small fittings shall be excluded from the measurement. A coefficient of 1.25 shall be applied as a multiplying factor for one face to account for surface irregularities and allowances.One or more coats on old work |
| 36 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 37 | Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade.8mm thick (mirror polished and machine cut edge)Granite stone of any colour and shade |
| 38 | Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade.8mm thick (mirror polished and machine cut edge)Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble |
| 39 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 40 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, 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. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. |
| 41 | Dismantling of existing chain link fence of mesh size 50 x 50 mm including labour and tools also making rolls and stacking it at approved scrap yard of regional store (up to 500 m) as per the direction of Engineer-in-charge. |
| 42 | Transportation of the structural steel boundary wall to Regional stores scrap yards (up to 500m). It includes loading, unloading & stacking as per the direction of Engineer-in-charge. |
| 43 | Providing, fabricating, and welding a 1.5 ft x 1.5 ft circular Mild Steel (MS) logo plate of 3mm thickness with cut-out or embossed A.M.D. logo, fixed on existing MS gate.The job includes cutting and shaping the circular logo plate from MS sheet, precision CNC/plasma cutting for logo design; Cleaning, grinding, edge finishing, Welding with the exisiting MS gate frame. Also, includes applying one coat of red oxide primer and two coat of synthetic enamel paint in approved shade. Complete in all as per the instructions of Engineer-in-charge. |
| 44 | Providing and fixing individual stainless steel letter (Grade SS-304) of approved font and size (approx. 150 mm height and 2 mm thickness), mirror polished finish, fixed to wall surface with granite using concealed stainless steel pins and adhesive (Araldite or equivalent), including all materials, labours, and scaffolding, one coat of red oxide primer and powder coating etc complete as per the directions of Engineer in charge.In English : \\"RESIDENTIAL COMPLEXATOMIC MINERALS DIRECTORATE FOR EXPLORATION AND RESEARCH EASTERN REGION JAMSHEDPUR\\" |
| 45 | Providing and fixing individual stainless steel letter (Grade SS-304) of approved font and size (approx. 150 mm height and 2 mm thickness), mirror polished finish, fixed to wall surface with granite using concealed stainless steel pins and adhesive (Araldite or equivalent), including all materials, labours, and scaffolding, one coat of red oxide primer and powder coating etc complete as per the directions of Engineer in charge.In Hindi (Whole word , matras are not counted separately): \\"आवासीय परिसरपरमाणु खनिज अन्वेषण एवं अनुसंधान निदेशालयपूर्वी क्षेत्र जमशेदपुर\\" |
| 46 | Providing and fixing of Gate number display board made of 3mm thick high grade acrylic sheet of approved sie with laser-cut or UV-printed text/numbering in white colour on blue background, including all fixing arrangements with adhesive/screw mounting on wall surface using stainless steel/brass screws and necessary supports. The text to be written in Hindi/English as per the direction of Engineer in charge. The board shall be fixed plumb, aligned and cleaned after installation |
| 47 | Horticulture Items |
| 48 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 49 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). |
| 50 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 51 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. |
| 52 | Electrical Items |
| 53 | Supplying, installation, Testing & Commissioning of Street light LED fixture powder coated pressure die cast aluminum body with driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -15 deg to 50 deg centigrade, 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-10, CRI >80, 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 (LED,Driver & electrical circuitry) 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 /6000°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report from NABL lab for 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 aluminum housing such that LED junction temperature shall not rise above 90°C).50 watt |
| 54 | Supply and Installation of 32 mm dia GI pipe(Light class) as per the direction of Engineer Incharge. |
| 55 | Supply of 1.1KV grade PVC / XLPE insulated 3 core X 16 sq mm armoured Aluminium conductor cable confirming to IS 7098 (part-1)/1554 Part-1 1988 with latest amendments. |
| 56 | Supply of 1.1KV grade PVC / XLPE insulated 3.5 core X 25 sq mm armoured Aluminium conductor cable confirming to IS 7098 (part-1)/1554 Part-1 1988 with latest amendments. |
| 57 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning, protective covering.Upto 35 sq. mm |
| 58 | Supply and Installation of Weather proof IP65 4X6 MS Junction Box with 4 way copper connector with terminal |
| 59 | Supply and Installation of 25/32 mm PVC Pipe |
| 60 | Supply and Installation of 3 phase street light control panel with LDR Controller, 63 A mcb, Auxiliary contact and 4 way 4 pole cable connector in 2X3 ft or 2.5X3 ft configuration. |
| 61 | Cable terminal finishing including equipment connection and Supply of double compression type Gland and Lugs of approved make as per the Direction of Engineer Incharge for 1.1KV grade PVC / XLPE insulated armoured Aluminium conductor cable of following size. Note : 1 No. means one gland and 3/4 lugs as required.3/3.5 core 16 sq mm |
| 62 | Cable terminal finishing including equipment connection and Supply of double compression type Gland and Lugs of approved make as per the Direction of Engineer Incharge for 1.1KV grade PVC / XLPE insulated armoured Aluminium conductor cable of following size. Note : 1 No. means one gland and 3/4 lugs as required.3/3.5 core 25 sq mm |
| 63 | SITC of 4 nos. of Waterproof IP 65 Spot Focus High beam light with adjustable head of approved brand as per the Direction of Engineer Incharge. The item includes Wiring for light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 64 | SITC of 6 nos. of Waterproof IP 65 Outdoor Gate light fixed on post top powdered coated of colour approved brand with 15 Watt LED bulb, complete with all accessories as per the approved specification and site conditions/as approved by Engineer incharge.The item includes Wiring for light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 65 | Supplying, installation, Testing & Commissioning of LED Recessed /surface Down lighter (Round / square/ Rectangular) SMD type of followingbody material with PMMA and prismatic diffuser and construction as per IS :10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80 , UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry), life time of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. \\"complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report from NABL lab for 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 aluminum housing such that LED junction temperature shall not rise above 90°C).Powder coated die cast /Extruded aluminum Body including trim.22 watt |
| 66 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge.50 mm average thickness |
| 67 | General Terms and Conditions- 1. Contractor shall inspect the site to acquaint with the site condition as well as security condition at AMD, Jamshedpur.2. The rates quoted shall include the cost of all tools and tackles, manpower including wages, levies, all wastages and taxes, GST, labour cess, water charges, PF, Royalty etc, as applicable but exlusive of EPF and ESI as EPF and ESIr are reimbursable on submission of valid proof of payment made by the contractor as per relevant clause.3. Any accident involving labour, construction machinery and person(s) passing, vehicle, occupants, etc., at the work site due to actions of the contractor, their men and/or women shall be the responsibility of the Contractor.4. The contractor shall provide all necessary personal protective safety equipments such as safety helmet, safety shoes etc. to all workers engaged on the work and comply with the Safety Code given in the tender.5. All the samples of materials which are to be incorporated in the work shall be got approved by the Engineer-in-charge in advance. All mandatory tests of the materials, design mix, etc. shall be carried out by the Contractor at their own cost only. The department will not pay/reimburse any laboratory testing charges. |
| 68 | 6. The Contractor is required to pay the employees/labour as per the prevailing minimum wages approved by the State and the Government. The officer-in-charge or their representative will witness the payment of the Contractor's labour and is required to certify that the contractor does not pay less than the minimum wages approved. Payment to the Contractor will be release only on certification from the Officer-in-charge. The contractor shall maintain: a. Register of workmen employed, b. Muster roll, c. Register of wages, etc.7. The contractor shall quote rates for all the items after considering the cost of the materials and labour components and all such conditions, leads, lifts, safety precautions, security restrictions that are necessary for satisfactory completion of work as per instructions and site conditions. Security regulations shall be followed.8. The contractor shall comply with the provision of the Minimum Payment of Wages Act.9. The rates shall include cost of tools and tackles, manpower including wages, liveries, all wastage and taxes, GST, labour cess, water charges, income tax etc, as applicable but exclusive of EPF & ESI. EPF & ESI are reimbursable on submission of valid proof of payment made by the contractor as per relevant clause. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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