Tender For Provide Consultancy Services, Design, Architectural, Structural For Narsingh Ghat Cross Road To Bhagat Singh Marg Cross Road 24 Mt Wide Iconic City Road Up To 1 Km Approx. With All Infrastructure.
Tender Value
20.62 Crore
Estimated cost
Bid Submission
14 Aug 2026
24 days left
EMD
10.31 Lakhs
Bank guarantee accepted
Document Fee
50000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ujjain → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provide Consultancy Services, Design, Architectural, Structural For Narsingh Ghat Cross Road To Bhagat Singh Marg Cross Road 24 Mt Wide Iconic City Road Up To 1 Km Approx. With All Infrastructure.
BOQ
| Sl. No. | Item Description |
| 1 | By Mechanical Means Prestressed/Reinforced Cement Concrete Grade M -20and above |
| 2 | Rubble stone masonry in cement mortar. |
| 3 | Lead Above 1 km |
| 4 | Lead Above 2km |
| 5 | Lead Above 3 km |
| 6 | Lead Above 4 km |
| 7 | Lime, moorum, building, rubbish |
| 8 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters by manual means, stacking serviceable and unserviceable materials separately and Section 200 of the specifications. Dismantling of Flexible Pavements |
| 9 | Dismantling Kerb Stone Channel Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead up to 1000 meters, stacking serviceable and unserviceable materials separately and as per Section- 200 of the specifications. |
| 10 | Girth from 300 mm to 600 mm |
| 11 | Girth beyond 600 mm to 900 mm |
| 12 | Girth beyond 900 mm to 1800 mm |
| 13 | Girth above 1800 mm |
| 14 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per Section-300 of the specifications. Roadwork in Soil 80% |
| 15 | Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead up to 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Section 300 of the specifications. Roadway in Ordinary Rock 20% |
| 16 | Construction of Embankment/Sub-grade/Earthen Shoulders with material obtained from other sources, as per provisions of Section 305 of the specifications, with approved materials/soil confirming to requirements given in Table 301-1 of specificationsincluding all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in Table 301- 2 of the specifications complete. |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-15( Nominal Mix)with 20 mm maximum size of stone aggregate. PCC Grade M15 |
| 18 | Brick work with flyash lime bricks (FALG Bricks )conforming to IS:12894- 2002,class design ation 50 (average compressive strength) in super structure above plinth level upto floor 2 level includingt he cost of scaffolding : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 19 | 12 mm cement plaster finished with afloating coat of neatcement ofmix :1:3 (1 cement: 3 sand) |
| 20 | Upto Plinth level |
| 21 | Above Plinth upto floor 2 level |
| 22 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of formwork by sheet plate or plywood shuttering for : Foundations, footings, bases of columns, etc. For mass concrete. |
| 23 | (A) Slabs having more than 10 Cm & upto 13 Cm thickness. |
| 24 | (B) RCC Wall |
| 25 | Suspended floors, roofs, landings, balconies and access platform. |
| 26 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc |
| 27 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding up to floor level including cost of binding wire, wastage and over laps upto 12 mm horizontal / inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical leng th of reinfor cement in wall columns (over laps shall be provided as per requirement of IS: 13920 ; IS456 &SP: 34) etc. complete.Thermo-Mechanically Treated bars. (Fe 500 D or more) |
| 28 | By Mixing Plant: Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base. Crusher Run Macadam Base For 53 mm maximum size |
| 29 | Providing and laying factory made Coloured Chamfered Edge Cement Concrete Paver Blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the 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 including locking edges with M 15 Cement Concrete in in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge.80mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. |
| 30 | Steel work in built up M.S. tubular section (round, square or rectangular Hollow tube etc.) trusses / frame work etc. / railing work etc. including cutting, hoisting fixingin position and applying apriming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. |
| 31 | Providing, fixing and erecting 50 mm dia. M.S. pipe (medium class) railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.8 m height, 1.2 meters high above ground, 2 m centre to centre, complete as per approved drawings as per Section 800 of the specifications. |
| 32 | Speed BreakerProviding and laying of Parabolic Shaped Transverse Rumble Bar Marking using Plastirib 3k, 3 Component Cold Plastic Road marking material in single onolithic application to create rumble strip raised ection 20 mm high, 500 mm wide and spaced about 1 meter centre to centre of roughly 6 numbers at one ocation, across the entire carriageway. Each rumble arking shall be made complete with high refractive rop on glass beads (Ri > 1.6), spread at 350 gm / sqm o ensure high retro reflectivity throughout the surface of arking. The finished surface shall be levelled, uniform, ree from starks and holes including surface cleaning nd cost of all materials etc. complete. As per IRC 99, these rumble strips shall be applied for speed reduction and traffic calming measures. |
| 33 | Providing and laying machine-cut/natural cobble stones of approved quality, size 100 mm × 100 mm × 100 mm (or as specified), over a prepared base comprising 20–30 mm thick bedding layer of coarse sand/stone dust, laid to the required line, level, slope, and pattern. The joints shall be filled with fine sand/stone dust (or cement-sand mortar where specified), compacted using a plate compactor/roller to achieve a firm and even surface. The work shall include dressing of the subgrade, cutting of stones where required, alignment, leveling, watering, compaction, finishing, cleaning of the completed surface, and incidentals complete as per the drawings and the Engineer's instructions. |
| 34 | Sculpture - MORDEN ART Sculpture asper concept of SHIV Srishti. With proposal of design, Making with approval by the authorities. in Size of 6’.00” Ft. H. with as par proportion 0f approved Design. asper concept and design. Installing at site as given instruction by authority. made from M/S Metal with water jet cutting or CNC cutting, and sufficient M/S metal structure. Argon welding, Salving, Jointing, Finishing and Buffing both materials with weatherproof coating including material, labor, transportation, loading, unloading etc. Complete as per Instruction and selection of Engineer in-charge. |
| 35 | Sculpture - MORDEN ART Sculpture asper concept of SHIV Srishti. With proposal of design, Making with approval by the authorities. in Size of 6’.00” Ft. H. with as par proportion 0f approved Design. asper concept and design. Installing at site as given instruction by authority. Material is Ferrocement process with 8mm to 12 mm Fe 415 bars skeleton steel As per related Design items. Structural Nouns Kg. / Cmt. and weight, necessary M.S. Structural Frame and Without foundation in all Respect of Architectural concept and detail, and Two types of meshes, each stage single layer of wire mesh was provided. Chicken mesh (Hexagonal wire mesh) and Water proofing Chemical as per manufacturer's direction and volume, of the total structural volume. Surface finishing of 9 mm thickness and 1:1.5 CM (1: cement and 1.5 sand) placed throughout the structure & should be done with proper and sharp finish with oxidized / silicon based antifungal paint with matt / glossy / high gloss or all as per directed finish layer in its all respect. Joints of 4 stages at lateral bars, were filled with rich mortar. Properly curing. Item includes formwork/shuttering, Structure Steel, Fiber Reinforced, Water proofing contains, color and cladding finish. instruction/drawing by the architect. |
| 36 | Providing reinforced cement concrete M20 grade boundary pillars of standard design as per IRC:25, Boundary stones shall project 300 mm above ground level with the lower portion of 600 mm depth in foundation. Including fixing in position, finishing and lettering but excluding painting as per Section 807 of the specifications complete. |
| 37 | A dustbin is a receptacle used to temporarily store waste and refuse. Typically cylindrical or rectangular in shape, these containers are usually made of durable plastic or metal and come with a fitted lid to contain odors. They are also commonly referred to as trash cans or garbage cans. |
| 38 | Providing and fixing of 3 seater stone bench made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 nos ealer coat to prevent from weather including fixing ona pedestal (cost of pedestal to be paid separately) etc. complete as per direction of engineer in charge. Size: length 1500mm, width 600mm, legs height 500 mm, back support height 500mm. |
| 39 | Precast KerbProviding and laying at or near ground level Pre-cast kerb stone of M-25 grade in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) thickness of joints except at sharp curve shall not to more than 5 mm) including making drainage opening wherever required complete as per direction of Engineer-in-Charge. |
| 40 | Providing and applying 2.5 mm including reflectorising glass beds @ 250 gm per Sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted withprofile 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 perdirection of Engineer-in-charge and as per Section 803 of specifications. |
| 41 | Providing and fixing of Category-A Bi-directional Twin-Moulded Shank Raised Pavement Markers/ Road Stud made of Plastic body moulded from ASA (Acrylic styrene Cryometries) or HIP (High impact polystyrene) or ABS material. Lens shall be of plastic material. The marker shall have compressive strength of 13635 kg tested accordance with ASTM D4280 and shall have Flexural Strength of 909 kgf. Reflective panels shall consist of number of lenses containing Single or dual prismatic cubes capable of providing total internal reflection of light entering the lens face. The Slope or the retro-reflecting surface shall be 35 +/- 5 degree to the base and area of Each retro reflecting surface shall not be less than 13 sqcm. When impacted in accordance with 9.4.1 of ASTM D4280, the face of the lens shall show no more than two radial cracks longer than 6.4 mm (0.25 in.). There shall be no radial cracks extending to the edge of the abrasion resistant area. There shall be no delamination. Height of the marker shall not exceed 20 mm and its width shall not exceed 130 mm. Moulded shank RPM shall have the shank strength of 600 kgf. Head of the stud shall be Smooth and shall not present any sharp edges to traffic. RPM shall be of Category A with optical performance (Coefficient of Luminous Intensity- CIL) shall not be less than that given in Table 800-13 of the specifications for Bi-directional stud. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin-based adhesive. The bidder shall submit a prequalification warranty for Two years. Test certificate from an as perASTM D 4280, Coefficient of Luminance Intensity-CIL as per table 800-13 of the specifications. Material, Marker Height, Colour, Slope of Reflecting Surface (Lens), Lens Impact strength, Resistance to temperature cycling, and Longitudinal Flexural Strength to be submitted. Road Markers/ Road Studs with Lense Reflector: |
| 42 | Painting on Old Concrete work Painting one or more coat to give an even shade on old concrete work with synthetic enamel paint in all shades as per Section-800 of specifications IRC:67 including cost of paint etc. complete. |
| 43 | Truss and vertical support |
| 44 | Aluminium alloy plate over head |
| 45 | Direction and Place Identification Signs more than 0.9 Sqm Size Board (Type XI) Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67 made of High Intensity grade sheeting Section 801.3 of specifications, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 Sqm fixed over back support frame of min. 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB,3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. |
| 46 | 90 cm equilateral triangle |
| 47 | 75 cm equilateral triangle |
| 48 | 90 cm circular |
| 49 | 75 cm circular |
| 50 | Painting on New Concrete SurfacesPainting two coats on concrete surface after filling the surface with synthetic enamel paint in all shades as per Section-800 of specifications and IRC:67 including cost of paint etc. complete. |
| 51 | Printing New Letters Printing new letter of any shade with synthetic enamel paint black or any other approved colour to give an even shade including cost of paint etc. complete and as per relevant specifications. Letters commas and the like not to be measured and paid. Half letter shall be counted as half.(Background painting shall be paid separately)Hindi |
| 52 | English and Roman letters |
| 53 | Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cute dgessand stone) on wall satall height susing M.S.square/rectangular tube in the required pattern as per architectural drawing including cos tof cutting ,bending ,welding etc.The frame work shall be supported in wal lwith the help of MS brackets/lugs of angleiron/flats etc. which shallbe welded to the frame and embedded in brick wall with cement concrete block of CC grade M-15 ston eaggregate 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/pinsetc.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-chargefor approval before execution).The frame work shall be fixed ntrue horizontal & verticallines/planes.(Only structural steel frame work shall be measured for the purpose of payment ,stainless steel cramps shall be paidforseparatelyandnothingextrashallbe paid.) |
| 54 | Designing, Providing and fixing sandstone inlay MURALS WORK. Concept is based on Ujjain Heritage and Raja Bhoj and Raja Vikramaditya tells. Size of 12’.00” Ft. L. X 6’.00” Ft. H., asper concept and design. Designing, supply, fabricating, transporting, hoisting, fixing and testing of mural work on 20mm to 30 mm thick Red/ Pink sandstone and mud white sandstone and use colored marble ceramics colored tills of any size , shape including curvature or carving work , pattern and design as approved by Consultant/ Engineer In charge . The Murals to be fixed in line, level and plumb in all respect with the use of clamps, pins, dowels, anchor fastener, GI bolts & nuts, chemical adhesive / white cement slurry with matching pigment and epoxy jointed as approved by the Consultant/ Engineer In charge . It includes engraving and carving or cutout up to 1 0 to 20mm depth or cutting to develop , ornamental, lettering and petroglyphs etc. by mechanical / manual means i.e. chiseling, pitching , water jet , air jet, CNC cutting, in cutting make inlay color sandstone , marble , colored ceramic tills , grit sandpaper and rub to smooth the surface and polish the stone. The rate shall be inclusive of submission of shop drawings with design for approvals, material , labor , transportation (by any means), scaffolding, tools, tackles, equipment , wastage, protection coating, buffing, finishing , cleaning, for all levels / all floors etc. complete. |
| 55 | Designing, Providing and fixing sandstone inlay MURALS WORK only Script asper concept of SHIV Stotra and Mantra. Size of 8’.00” Ft. L. X 4’.00” Ft. H., asper concept and design. Designing, supply, fabricating, transporting, hoisting, fixing and testing of mural work on 20mm to 30 mm thick Red/ Pink sandstone and mud white sandstone and use Ceramic colored tills of any size , shape including curvature, pattern and design as approved by Consultant/ Engineer In charge . The Murals to be fixed in line, level and plumb in all respect with the use of clamps, pins, dowels, anchor fastener, GI bolts & nuts, chemical adhesive / white cement slurry with matching pigment and epoxy jointed as approved by the Consultant/ Engineer In charge . It includes engraving and carving or cutout up to 1 0 to 20mm depth or cutting to develop , ornamental, lettering and petroglyphs etc. by mechanical / manual means i.e. chiseling, pitching , water jet , air jet, CNC cutting, in cutting make inlay color sandstone , grit sandpaper and rub to smooth the surface and polish the stone. The rate shall be inclusive of submission of shop drawings with design for approvals, material , labor , transportation (by any means), scaffolding, tools, tackles, equipment , wastage, protection coating, buffing, finishing , cleaning, for all levels / all floors etc. complete. |
| 56 | Finishing walls with textured exterior paint of required shade Newwork([email protected]/10sqm)overand including priming coat of exterior primer applied @ 2.20kg/10 sqm. |
| 57 | Stone-Set Pavement: Providing and laying Stone-Set Pavement including preparation of 100mm thick compacted Granular Sub-base as per Section 401 of the specifications and base 75mm thick compacted water bound macadam grading 2 as per Section 404. The stone set pavement shall consist of 150mm thick hammer dressed stones in the herring one or stretched bond pattern, on the bedding sand of 40mm over the WBM base bounded by edge stone using suitable compacting device. The gaps are to be filled with sand / stone dust. |
| 58 | Road Delineators (Bollard)Supplying and installation road delineators (road way indicators) as per Section 806 of the specifications. The structure shall be made in roll forming process having height of 800-900 mm above the ground level, width not less than 100 mm and shall extend not more than 200-300 mm below the ground while being installed, buried or pressed in to the ground in confirmation with IRC:79, are as directed by the Engineer-in-Charge. The guide post with pure polyester powder coating with minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting confirming to IRC:67 and ASTMD-4956 shall be pasted on both sides complying to IRC:79. The delineator should consist of minimum retro reflective unit exposed area of 330 cm2 white colour, full cube corner micro prismaticnon-metallic retro reflective sheeting on each sideconforming with IRC:67 and meeting the coefficient ofretro reflection values as per ASTM D 4956 Type XI labelspecification. The delineator shall have grooves acrossthe- length to make the reflective sheets vandal-proof. |
| 59 | Traffic Cone Red fluorescent with white reflective sleeve traffic cone made of low-density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, as per specifications. |
| 60 | G.I Barbed Wire Fencing 1.8 meters high: Providing and fixing 1.8 meters high GI barbed wire (weighing 9.38 kg per 100 mt.) fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 meters centre to centre founded in M15 grade cement concrete, 0.6meters below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per Section 808 of the specifications. |
| 61 | Providing and erection of FERROCEMENT or cement cast 2-seater Bench size is 6’00” Ft. H. X with 8mm Fe 415 bars skeleton steel As per related item's Structural Nouns Kg. / Cmt. and weight, necessary M.S. Structural Frame and foundation in all Respect of Architectural concept and detail, and Two types of meshes, each stage single layer of wire mesh was provided. Chicken mesh (Hexagonal wire mesh) and Water proofing Chemical as per manufacturer's direction and volume, of the total structural volume. Surface finishing of 9 mm thickness and 1:1.5 CM (1: cement and 1.5 sand) placed throughout the structure & should be done with proper and sharp finish with oxidized / silicon based antifungal paint with matt / glossy / high gloss or all as per directed finish layer in its all respect. Joints of 4 stages at lateral bars, were filled with rich mortar. Properly curing. Item includes formwork/shuttering, Structure Steel, Fiber Reinforced, Water proofing contains, color and cladding finish. instruction/drawing by the architect. |
| 62 | An RCC (Reinforced Cement Concrete) planter is a heavy-duty container used for landscaping. Made by combining cement, sand, gravel, and steel mesh, these planters offer superior durability. They withstand extreme weather, resist cracking, and are ideal for public spaces, gardens, and urban rooftops. |
| 63 | Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed) 10 Kg/sq.cm :250 mm dia |
| 64 | Supplying, fixing,testing & commissioning wall / floor mounted LT Panel primer coated with two coat of enamel paint & provided with required gasket for dust/ vermin proof with degree of protection IP42 suitable for 415V 3 phase ,50 Hz ,4 wire system fabricated out of CRCA sheet upto 2 mm thick (1.6 mm for doors) with frame work of angle iron/ channel/ bolted type construction duly compartmentalised for incomer,bus section , outgoings ,cable alleys & CT,PT Ampere Meter ,Volt Meter , selector switches,Frequency Meter ,phase indicating lamps , energy Meter complete including cost of busbar supports,detachable cable gland plates,2 earthing terminals, internal wiring & fixing of separately supplied MCBs, MCCBs ,panel mounted Changeover switch/SFUs, etc. as required but excluding cost of busbar strips,Ampere Meter, Volt Meter, Selector switch as per approved design & specification |
| 65 | Digital Ampere Meter with CTs with selector switch |
| 66 | Digital Volt Meter with selector switch & HRC fuse |
| 67 | Frequency Meter |
| 68 | Aluminium bus bar strips with PVC sleeves |
| 69 | LED lamps |
| 70 | Astro Time Switch-For lights On – Off based on Sunrise & Sunset timing Supply,installation,testing and commissioningofAstro-TimeSwitch based onAstro programi.e.calculation of sunrise and sunset times through date,time and Indian PINCodes.It shall have an option of Astro ON period over ride by time switch and Off set function which allows programming of switchingtimesOff set from the astronomictime.The 230VAC operated AstroTime Witch shall have an operating range of96...253VACwith1NO, 16A,AgSn02 Contact material with Starting current of 120A and 1CO cadmium Free contacts,it shall haveLCD statusindicationwithbacklight display along with internal easily replaceable battery on the front side for set- upand programming.TheelectricallifeatratedloadAC1shallbe1Lakh cycles and shall work at an ambient temperature of-20to+50degC.It shall havea dielectric strength between supply and opencontactsof4000V AC,between open contacts 1000VAC respectivelyand rated impulse voltage(between supply and contacts )of 6kV an drated impulse voltage (between open contacts)of1.5kV.The mounting shall be on 35mmDINrail (EN 60715) and shall have necessary approvals like CE, IMQ and EAC |
| 71 | Earthing with G.I. Earth plate 600mm X 600mm X 6mm thick including accessories and providing masonary encloser in cement mortor, cover plate having locking arrangment on the top and G.I. watering pipe 20mm dia 2.7 meter long etc. (but without charcoal or coke and salt ) complete as required. |
| 72 | Add Extra for using salt and charcoal / coke for G.I. Plate or Copper plate earth electrode as required including excavation &refilling. |
| 73 | Supplying and laying 8 SWG copper wire at 0.5 meter below ground level as conductor earth electrode including soldering etc. as required. |
| 74 | Supplying and laying 25mm X 6mm G.I. strip at 0.5 meter below ground level as strip earth electrode including soldering etc. asrequired. |
| 75 | Earthing with Copper Earth plate 600mmX600mmX3mm thickincluding accessories and providing masonar y enclose rincementmortor,cover plate having locking arrangment on the top and G.I.watering pipe 20 mm dia 2.7meter long etc.(but without charcoal orcoke and salt) complete as required. |
| 76 | Providing & fixing 25mmX 5mm copper strip in 40mm dia G.I.pipefrom earth electrode as required. |
| 77 | 3 meter Height |
| 78 | Supplying of integral post top lantern LED fitting comprises of copper dustfinishcastaluminiumspigotandspunaluminiumcanopyfixedwithopalpolycarbonate,pipearrangementforverticalmounting,openconstructiondriverandaccessoriesarewiredupto termina lblock.LED of 1to3W eachassembledonsingleMCPCB,havingcolor temp 6500K & having 50000burning hrs life with minimum @L70,system lumen output should beminimum with efficacy>80lm/W.LED driver PF0.95 & surgeprotection 2KV.The colour rendering index of LED light should be more than70.SubmissionLM80-08 Form LED Source Manufacturer & LM79-08/IS16106 from NABLapproved lab.Manufacturer manadatory.i/cconnection wire,testing etc.tocomplete the job. 2 Yrs Guarantee certificate from manufacturer. |
| 79 | 10 sq. mm. |
| 80 | 16 sq. mm. |
| 81 | 25 Sq.mm(XLPE) |
| 82 | 50 Sq.mm.(XLPE) |
| 83 | 185 Sq.mm.(XLPE) |
| 84 | Gland size 32mm suitable for cable 2,3, 3½, 4 x 25 Sq.mmOR 2,3, 3½ x 35 Sq.mm OR 2,3 x 50 Sq.mm. |
| 85 | Gland Size 70 mm suitable for cable 3x240 Sq.mm OR3½ x 300 Sq.mm |
| 86 | 6mm to 16 Sq.mm |
| 87 | 25 Sq.mm |
| 88 | Laying of one number PVC insulated and PVC sheathed power cable of 1.1kVgrade of size exceeding 25 Sq.mm but not exceeding 400 Sq.mm in the existing masonary open duct as required |
| 89 | Layingof one number PVC insulated and PVCsheathed power cable of 1.1 kV grade of size not exceeding 25 Sq.mm in th existing masonary open duct as required. |
| 90 | Providing and erecting 9 mtrs. High hot dipped galvanized octagonal poles with bottom of 200mm A/F, top 100mm, A/F made from 3mm thick HT plate & 290x290x16mm base plate with 1500mm long decorative sword type double arm bracket complete ererted in an approved manner on provided foundation. Suitable size & type of foundation bolts. 4 nos. bolts typeM20x750mm 'J' type foundation bolts (EN8 grade) |
| 91 | Designing & casting with M-20 cement concrete foundation suitable for 9 mtrs. Octagonal poles considering the safe soil bearing capacity at site as 10 T/sqm at 2 mtrs. Depth including excavation, foundation nut bolts in an approved manner. |
| 92 | 3 X 2.5 sq mm |
| 93 | 50.00mm outside dia. |
| 94 | 110.00mm outside dia |
| 95 | 200.00mm outside dia. |
| 96 | Aluminium wound 200 KVA |
| 97 | 3 x 150-225 sq. mm. |
| 98 | 3 x 120-185 sq. mm. |
| 99 | Laying of one number 3 core H.T armoured/unarmoured power cable 11KV grade of size not exceeding 300 sq. mm on wall/pole etc. as required |
| 100 | 185 sq. mm. |
| 101 | SP-56 - 11.00 metre |
| 102 | Supplying and erection of 11KV porcelain pin insulator complete with long steel head G.I. pin, nut,washer etc. as required. |
| 103 | Labour charges for erection of angle/channel/flat iron fitting for overhead line & sub-station etc such as 'D'bracket, cross arms, top clamp, 'V' cross arms, back/support clamp or other similar work etc. including nut bolts of required size, as required as per specification. |
| 104 | Supplying and erection of 11KV porcelain disc insulator for 11KV overhead lines with galvanized insulator fittings, ball and socket type, and complete with galvanized strain clamp, bolts, nuts washer etc. as required. |
| 105 | Supplying and erection of single piece nonlinear resistor type lighting arrestor (set of 3 nos) for 3 wire,11KV overhead lines/sub-station with rated voltage of 9KV (rms) with a nominal discharge current rating of 5 KA and complete with galvanized clamping arrangement, G.I. bolts, nuts, washer etc. as required. |
| 106 | Supplying installing, testing & commissioning of outdoor H.T., AB switch assembly set gang operated with brass contact parts, including required GI pipeoperating rod, handle & locking arrangement on On-Off position conforming to IS complete with required material and installing on existing DP structure tocomplete the job as required as per specification.(Set of 3 nos.) 11 KV, 400Amp |
| 107 | Supply & fixing anti climbing device with 2 ply G.I. barbed wire 1 Kg. per pole complete as per MPMKVVCO. Specification |
| 108 | SITC of IP: 66/IP:67 PVC Junction Box having the Facility to house 4 way Bakellite strip for connection to the spike light.(Make:- Hensel) |
| 109 | Supply installation testing and commissioning of IP:65 Bush Light 10 W with Spike with system lumen efficacy of 100 lm/W and P.F >0.9 THD <20% CCT 6500K,CRI 80 .The LED should have life of 50000 Burning Hours at L70.The input voltage shall be 150 V to 270 V.The fixture should have inbuit surge protection of 2KV.Certification-LM 79 and LM 80.The test report should be from Govt. Approved Lab/inhouse NABL Lab.The Foundation for the Same shall be in the scope of Electrical Contractor. |
| 110 | 3 X 1.5 sq. mm. |
| 111 | 3 X 2.5 sq mm |
| 112 | Supply, fixing, testing & commissioning wall/floor mounted LT panel primer coated with powder coated paint & provided with required gasket for dust/vermin proof with degree of protection IP42 suitable for 415Volt 3 phase, 50 Hz, 4 wire system fabricated out of CRCA sheet upto 2 mm thick (1.6 mm for doors) duly compartmentalized for incomer, bus section, outgoings, cable alleys & CT, PT Ampere Metre, Volt Metre, selector switches, frequency Metre, phase indicating lamp, Energy Metre complete including cost of busbar supports, detachable cable gland plates, 2 earthing terminals, internal wiring & fixing of separately supplied MCBs, MCCBs, ACB, panel mounted changeover switch/SFUs, etc. as required but excluding cost of busbar strips, Ampere Metre, Volt Metre, selector switch as per approved design & specification |
| 113 | Digital Ampere Metre with CTs with selector switch |
| 114 | Digital Volt Metre with selector switch & HRC fuse |
| 115 | Frequency Metre |
| 116 | Copper Bus bar strips with PVC sleeves |
| 117 | Aluminium bus bar strips with PVC sleeves |
| 118 | LED lamp indicator |
| 119 | Astro Time Switch-For lights On – Off based on Sunrise & Sunset timingSupply,installation,testingandcommissioningofAstro-TimeSwitchbasedonAstroprogrami.e.calculationofsunriseandsunsettimesthroughdate,timeandIndianPINCodes.ItshallhaveanoptionofAstroONperiodoverridebytimeswitchandOffsetfunctionwhichallowsprogrammingofswitchingtimesOffsetfromtheastronomictime.The230VACoperatedAstroTimeWitchshallhaveanoperatingrangeof96...253VACwith1NO,16A,AgSn02ContactmaterialwithStartingcurrentof120Aand1COcadmiumFreecontacts,itshallhaveLCDstatusindicationwithbacklightdisplayalongwithinternaleasilyreplaceablebatteryonthefrontsidefor set-upandprogramming.TheelectricallifeatratedloadAC1shallbe1Lakhcyclesandshallworkatanambienttemperatureof-20to+50degC.Itshallhaveadielectricstrengthbetweensupplyandopencontactsof4000VAC,betweenopencontacts1000VACrespectivelyandratedimpulsevoltage(betweensupplyandcontacts)of6kVandratedimpulsevoltage(betweenopencontacts)of1.5kV.Themountingshallbeon35mmDINrail(EN 60715) and shall have necessary approvals like CE, IMQ and EAC |
| 120 | Current Rating -25 to100 Amps & 70% -100% adjustable |
| 121 | Current Rating -160 Amps & 70% -100% adjustable |
| 122 | CurrentRating-160Amps&Adjustable:70%-100%thermal&5-10times magnetic setting |
| 123 | CurrentRating-250Amps&Adjustable:70%-100%thermal&5-10times magnetic setting |
| 124 | MCB SP 6Amp to 32Amp 10kA rating |
| 125 | MCB DP 6Amp to 32Amp 10kA rating |
| 126 | 6 Amp to 32 Amp Rating |
| 127 | MCB FP For 50 Amp to 63 Amp Rating |
| 128 | 50.00mm outside dia. |
| 129 | 110.00mm outside dia |
| 130 | 6 Sq.mm.(XLPE) |
| 131 | 10 sq. mm. |
| 132 | 150 Sq.mm.(XLPE) |
| 133 | Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 25Sq.mm directingroundincludingexcavation,sandcushioining,protective covering and refilling the pit etc. as required. |
| 134 | Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 120Sqmmbut notexceedin g400Sq.mm direct in ground including excavation and cushioning protective covering and refilling the pit etc. as required. |
| 135 | Earthing with G.I.Earth pipe 4.5 meter long and 40mm dia with masonary enclosure incementmortor, cover plate having locking arrangment on the top etc.(but without charcoal or coke and salt) complete as required. |
| 136 | Earthing with G.I. Earth plate 600mmX600mmX6mm thick including accessories and providing masonary encloser incement mortor,coverplatehaving lockingarrangmentonthetopandG.I. wateringpipe20mmdia2.7meter longetc.(butwithoutcharcoalor coke and salt ) complete as required. |
| 137 | Add Extra for using salt and charcoal / coke for G.I. Plate or Copper plate earth electrode as required including excavation &refilling. |
| 138 | Supplying, installing, testing of earth Coil (coil of 115 turns of 50mm dia, and 2.5 Mtrs. Lead of 4 mm G.I wire. |
| 139 | Providing and fixing 25mm X 5mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required |
| 140 | Supplying and laying 8 SWG copper wire at 0.5 meter below ground level as conductor earth electrode including soldering etc. as required. |
| 141 | Gland size 22mm suitable for cable 2/3,3½, 2/4 x 10 sq. mm or 2x 16 sq. mm |
| 142 | GlandSize50mmsuitableforcable3½x150Sq.mmOR3 x 185 Sq.mm |
| 143 | 2.5 to 6.00 sq. mm |
| 144 | 10.00 sq. mm |
| 145 | 6 -16 sq. mm |
| 146 | 150 Sq.mm. |
| 147 | Upto 16 sq. mm conductor size |
| 148 | Providing and erecting 9mtrs.High hot dipped galvanized octagonal poles with bottom of 200mmA/F,top100mm,A/F made from 3mm thick HT plate & 290x290x16mm base plate with 1500mm long decorative sword type double arm bracket complete ererted in an approved manner on provided foundation.Suitable size & type of foundation bolts.4nos.bolts type M20x750mm 'J' type foundation bolts (EN8 grade) |
| 149 | Providing and fixing of sword canopy type double arm GI bracket upto 2 Mtr. Long for 70mm A/F top octagonal pole |
| 150 | Designing & casting with M-20 cement concrete foundation suitable for 9 mtrs. Octagonal poles considering the safe soil bearing capacity at site as 10 T/sqm at 2 mtrs. Depth including excavation, foundation nut bolts in an approved manner. |
| 151 | 4 meter Heigh |
| 152 | 40 watt. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 24 daysAug 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender