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11Latest site development work Tenders on gem Portal

Are you an active seller or service provider on gem looking for site development work orders? Tender18 provides a dedicated dashboard to track every single procurement notice for site development work specifically hosted on the gem platform.

Government procurement has shifted largely to digital platforms like gem. However, finding relevant site development work bids amidst thousands of daily listings can be overwhelming. We filter the data for you, ensuring you see only the site development work tenders relevant to your category.

From Direct Purchase orders to Custom Bids and Reverse Auctions (RA), we aggregate all formats available on gem. Whether you are a Reseller (Service Provider) or an OEM, this page ensures you never miss a bid number or deadline for site development work on this specific portal.

Maximize Your site development work Sales on gem with Tender18

While gem is a powerful tool for government sales, its search filters can often be complex or broad. Tender18 simplifies this by delivering precise intelligence. We bridge the gap between the gem interface and your sales team.

Why track site development work specifically on gem via Tender18?

  • Instant Bid Alerts: Get notified the moment a site development work bid is created on gem, giving you maximum time to prepare.
  • RA Monitoring: Track Reverse Auctions for site development work to participate competitively.
  • Competitor Intel: See who won previous site development work contracts on gem and at what price (L1 Price).
  • Bunch/Group Bids: Identify bulk procurement of site development work that might be hidden under generic category names.
  • Category Management: We help you map your product to the correct site development work category code (like Q-codes or UNSPSC) used on gem.

Who Should Monitor site development work Listings on gem?

This page is essential for businesses that have already registered or are in the process of registering on gem. It caters to:

  • Registered Resellers: Vendors with a valid login on gem.
  • OEMs: Manufacturers looking to protect their brand presence for site development work on the portal.
  • Traders: Suppliers looking for "Bid to RA" opportunities.
  • Service Agencies: Firms targeting manpower or AMC contracts floated specifically via gem.

If your primary sales channel is gem, this customized list for site development work will significantly boost your participation rate.


Stop manually searching for Bid Numbers. Automate your growth on gem today.

If you are serious about selling site development work through gem, call Tender18 at 7069661818. We provide the alerts, the analysis, and the bidding support you need to succeed.

Due Date
T18 Ref No : 17758441
Location : jammu , jammu & kashmir
Source : GEM Tenders
LIVE TENDER
tender for renovation of existing operation sadbhavana shed vtc and sponsoring skill development courses - complete internal and external distemper white wash , minor electrical wiring switches sockets and electrical points , supply and fixing of pvc wall panelling along entry corridor walls , vitrified tiles in front of building 8 ft 25 ft , repair of toilet water supply connection , window blinds for selected training rooms reception , central training work table 8 ft 6 ft , weather protection chajja sunshade 8 ft 2 ft , electric iron with ironing board , professional tailoring scissors cutting tools , measuring tapes rulers scales and marking tools , needles bobbins threads and sewing accessories , machine maintenance tool kit , stitching training posters charts and educational material , miscellaneous items for repairing toilet internal , additional stitching equipment consumables to complete training setup , repairing professional salon beauty training chairs , large wall mounted looking makeup mirrors , led profile backlighting behind mirrors , ceiling hanging decorative light for centre training table , facial steamer beauty treatment machine , makeup training kits with brushes and accessories , hair styling tools combs brushes and scissors , beauty trolley storage unit , shampoo hair wash basin with basic fittings , beauty consumables cosmetics for practical training , small stools and utility accessories , qualified stitching trainer instructor , qualified beauty parlour trainer instructor , trainee registration documentation assessment coordination and certification related expenses , centre administration trainee records attendance monitoring documentation progress reporting and coordination, renovation of existing operation sadbhavana shed vtc and sponsoring skill development courses, washable grade interior exterior paint of approved quality surface cleaning scraping minor putty and crack filling one suitable primer coat and minimum two finish coats uniform shade and proper surface finish, isi bis marked modular switches and sockets fr pvc insulated copper conductors of suitable current rating concealed surface pvc conduit as required proper junctions earthing insulation and secure termination complete testing after installation, good quality pvc wall panels minimum about 8 mm thick or equivalent rigid panel wood-finish decorative surface matching battens frames corner edge trims concealed approved fixing joint finishing and site measurement, matt anti skid vitrified floor tiles suitable for external semi external use nominal size as approved uniform shade base preparation sand cement bedding laying levelling cutting grouting and edge finishing complete, cpvc pvc pipes of suitable pressure rating compatible fittings valves elbows tees unions and joints replacement repair of defective portions leak proof joints pressure leak testing and labour complete, pvc aluminium venetian or roller blinds of suitable thickness and finish corrosion resistant hardware correct measurement brackets operating mechanism alignment and secure installation complete, overall size 8 ft 6 ft sturdy ms frame or wooden framework laminated worktop smooth and easy to clean finish adequate load bearing capacity lockable drawer unit with handle and key lock rounded safe edges and proper levelling, approx 8 ft 2 ft each ms angle iron support frame with adequately sloped colour coated gi ms sheet anti corrosive treatment and painting secure anchoring flashing sealing and rainwater protection to prevent ingress, branded thermostat controlled electric iron suitable for regular training use with adjustable temperature control and safety features matching sturdy ironing board with heat resistant cover and stable foldable support frame, tailor grade stainless steel cutting scissors tools sharp corrosion resistant blades ergonomic handles suitable for cutting cotton synthetic and other common training fabrics complete set in durable storage, tailoring measuring tape preferably 150 cm 60 in flexible and clearly graduated suitable rulers scales and fabric marking tools such as tailors chalk pencils durable and washable replaceable as applicable, assorted machine and hand sewing needles compatible bobbins goodquality sewing threads in commonly used colours seam ripper pins pin cushion and other routine sewing accessories required for practical training, basic sewingmachine maintenance kit including screwdrivers spanners brushes oil applicator oil suitable for sewing machines tweezers cleaning tools and other routine adjustment tools supplied in organised storage, printed durable and easy to read training posters charts covering basic stitching operations measurements machine parts operation safety fabric handling and tailoring process suitable for classroom display, approved quality minor civil plumbing repair materials required for completion of toilet internal repairs including sealants fasteners repair fittings connectors consumables and finishing materials as actually required at site, additional tailoring equipment and consumables required for a functional training setup compatible with the machines and course requirements includes small accessories consumables not otherwise covered subject to approval and actual requirement, repair refurbishment of existing salon chairs including upholstery seat repair tightening replacement of fittings hydraulic mechanical servicing where applicable cleaning and finishing chairs to be safe stable and fully usable after repair, large clear silvered glass mirror suitable for salon use with smooth finished edges and suitable backing frame wall mounted with heavy duty brackets anchors securely fixed and aligned safe installation, led profile lighting suitable for makeup work with compatible driver power supply concealed secure wiring diffuser profile as applicable adequate illumination and safe mounting behind mirror complete testing, led decorative pendant hanging fitting minimum 3000- 4000 k colour temperature adequate illumination for close training work complete with ceiling canopy suspension driver wiring fittings and installation, branded professional use facial steamer beauty treatment machine suitable for supervised practical training stable base stand controlled steam output water reservoir overheat dry run safety as provided by manufacturer and suitable electrical protection, complete professional basic makeup training kit including assorted makeup brushes applicators sponges and essential practice makeup accessories hygienic organised storage and suitable for supervised practical training, complete salon training lot including assorted combs sectioning combs hair brushes styling brushes professional scissors and routine hair styling accessories durable and suitable for repeated training use, salon grade trolley storage unit with sturdy frame smooth easy clean shelves trays castor wheels with stable movement adequate load capacity and organised storage for beauty training materials corrosion resistant finished surface, salon type hair wash basin of durable sanitary material with comfortable neck support compatible tap waste trap flexible appropriate water connections and basic plumbing fittings securely installed leak free and functional, training grade consumables cosmetics including cleansing products creams packs makeup basics disposable applicators and other routine beauty treatment consumables sealed labelled within usable shelf life and suitable for supervised practical training, sturdy salon training stools of suitable height with washable easy clean surface stable base legs utility accessories required for trainee seating and routine training area use safe and durable, trainer with relevant tailoring stitching qualification or demonstrated practical competence and nsdc govt recognised certification where applicable responsible for theory practical demonstrations trainee guidance and assessment support, trainer with relevant beauty parlour qualification practical competence and experience capable of conducting practical beauty training demonstrations hygiene safety instruction and trainee guidance, for batch of 10 20 candidates candidate registration enrolment documentation attendance records assessment coordination and applicable certification related charges through the authorised recognised process transparent supporting records to be maintained, for batch of 10 20 candidates maintenance of trainee files registration attendance progress monitoring inventory issue use records periodic progress reporting coordination with trainers assessment certification agencies and completion documentation
Agency / Dept :
indian army
Due Date :
Oct 31, 2026 (12 days left)
Tender Value :
Refer Document
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T18 Ref No : 17548360
Location : mumbai , maharashtra
Source : GEM Tenders
tender for expentiture on site preparation for gardening and landscape development with work includes removel o
Agency / Dept :
indian navy
Due Date :
Oct 12, 2026
Tender Value :
Refer Document
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T18 Ref No : 16877009
Location : nagpur , maharashtra
Source : GEM Tenders
tender for toilet cleaning acid 500 ml , cleaning powder 500 gram , anti mosquito spray 225 ml , cockroach repellent spray 225 ml , glass household cleaner 500 ml , mopper duster cloth big size , broom soft , broom kharata , disinfectant surface cleaner 500 ml , air freshener 50 gram , disinfectant toilet cleaner 500ml , liquide hand wash 1 dire , phenyl liquid 500ml , napthalene balls 100 gms , toilet cleaning brush , pvc dust bin 15litre , garbage bag medium size , floor mop for floor cleaning industrial mop with 140 cm long handle , floor wiper 18inch , bleeching powder 1 kg , air pressure pump for toilet , hand gloves rubber , spade wooden handle , watering hose pipe with nozzle 1 inch , fertilizers urea 50kg , fertilizers 10 x 26 x 26 dap 50kg , fertilizers vermicompost and cocopeat 50kg , fertilizers glycel liquide, adama 1 lit , garden soil 1truck 450 cft , flower plants , premises liquid , hitmala liquid , insecticides topguar , insecticides xl pride , chorodust , xl mida , nursery bag , diamond lawn 100 sqft x 3 , lime chuna , snow cem, housekeeping and gardening material, toilet cleaning acid 500 ml the material shall be toilet cleaning acid or equivalent acidic toilet bowl,urinal cleaner suitable for removal of stains, rust deposits, scale, and organic dirt from ceramic and sanitary ware surfaces., cleaning powder 500 gram the product shall provide effective removal of dirt, grease, and common stains with good foaming and fabric friendly properties. it shall have a pleasant fragrance, free flowing texture, and shall not damage fabric during regular use. the material shall conform to applicable is standards for detergent powders and be supplied in moisture-resistant sealed packaging. each pack shall clearly mention batch number, manufacturing date, expiry,shelf life, net quantity., anti mosquito spray 225 ml anti mosquito spray shall be ready to use aerosol of reputed make similar to hit, suitable for control of mosquitoes and flying insects, providing fast knockdown effect and residual protection, supplied in sealed aerosol cans with spray nozzle and proper labeling. transfluthrin 0.08 percentage aerosol ready to use household insecticide,transfluthrin 100 percentage purity, perfume citronellol, coumarin, eugenol, geraniol, linalool etc. 0.30 percentage lpg propellant 60.0 percentage, hydrocarbon solvent compounds with c9 tp c20 aliphatic branched and unbranched chains q.s., total 100 percentage, purpose ready to use household insecticide, pest group this is ready to use aerosol insecticide to eliminate mosquitoes and houseflies., cockroach repellent spray 225 ml cockroach repellent spray shall be ready to use aerosol, suitable for control of cockroaches and crawling insects, providing fast knockdown and residual action, supplied in sealed aerosol cans with spray nozzle and proper labeling. imiprothrin 0.07 percentage plus cypermethrin 0.20 percentage plus perfume mixture of benzyl, sallcylate, benzyl benzoate, linalol and rose crystal 0.20 plus propellant lpg 50.00 plus solvents isopropyl alcohol 0.50, hydrocarbon solvent compounds with c9 to c20 aliphatic branched and unbranched chain q.s to make 100 percentage equal to 100 percentage, glass household cleaner 500ml glass household cleaner shall be ready to use liquid, suitable for cleaning glass, mirrors, and smooth surfaces, providing streak-free and residue free finish formulation shall contain water, isopropyl alcohol, mild surfactants, ammonia free cleaning agents, and permitted fragrance components. key ingredients rubbing alcohol, isopropanol or dimethyl carbinol, isopropyl alcohol. grater than 5 percentage surfactants 5 to15 percentage alcohols contains ammonia solution, mopper duster cloth big size mop,duster cloth shall be of good quality cotton,microfiber material, suitable for wet and dry cleaning of floors and surfaces. the cloth shall be highly absorbent, lint free, durable, washable, and reusable, with properly finished stitched edges to prevent fraying. it shall be free from defects and suitable for repeated use in cleaning applications., broom soft soft broom shall be made from high quality synthetic pet or pp or pvc flagged bristles fixed to a durable virgin plastic body with a sturdy plastic or metal handle. the broom shall be lightweight, washable, long-lasting, and suitable for indoor sweeping applications. bristles shall be soft, flexible, dense, and capable of collecting fine dust and dirt effectively without scratching tiles, marble, granite, vitrified, or wooden flooring. the broom shall preferably have ergonomic long handle design for easy operation and shall be free from dust shedding, cracks, loose fittings, sharp edges, and manufacturing defects. product shall be supplied in proper packing condition., broom kharata natural coconut stick broom hard broom. outdoor sweeping, roads, terraces, bathrooms, rough floor cleaning. overall length 100 cm to less than110 cm, weight 0.4 to 0.6 kg each, disinfectant surface cleaner 500 ml disinfectant surface cleaner shall be a ready to use liquid formulation suitable for cleaning and disinfecting hard, non porous surfaces such as floors, platforms, tiles, bathroom fittings, and office surfaces. the product shall effectively remove dirt, grease, and stains while providing broad-spectrum antibacterial, antiviral, and antifungal action, ensuring hygienic sanitation and deodorization. the formulation shall typically contain quaternary ammonium compounds such as alkyl dimethyl benzyl ammonium chloride, isopropyl alcohol,ethanol, surfactants, water, fragrance, and permitted stabilizers, ensuring effective cleaning and disinfection without damaging common household and institutional surfaces. the product shall be safe for regular use when applied as per manufacturer instructions and shall conform to applicable hygiene and safety standards. ingradients benzalkonium chloride solution 80 percentage to 2.4584 percentage ww, aqua, lauryl alcohol ethoxylate, sodium bicarbonate, cocamidopropyl betaine, perfume, tetra sodium edta, denatonium benzosyr, c.i. 47005, benzalkonium chloride disinfectant fluid., air freshener 50 gram air freshener shall be a solid based deodorizing agent suitable for toilets, bathrooms, offices and enclosed spaces. the product shall effectively neutralize foul odours and provide long-lasting fragrance using odour-buster technology instead of merely masking smells. the formulation shall contain permitted fragrance compounds and odour-neutralizing agents, typically based on floral or essential oil fragrances such as jasmine, lavender, rose, orchid, or sandalwood. the product shall be non-toxic, safe for indoor use, and suitable for continuous release of fragrance over a defined period. solid base cellulose, polymer, waxy binders approximately 40 to 70 percentage water moisture content approximately 10 to 40 percentage fragrance oils main odor source approximately 5 to 20 percentage solvents glycols like propylene glycol, ethanol in some variants approximately 1 to10 percentage odor neutralizers or additives e.g., bicarbonates, salts, functional agentsnapproximately 1to 5 percentage stabilizers, preservatives, dyes grater than 1 percentage, disinfectant toilet cleaner 500 ml disinfectant toilet cleaner shall be an acid-based, thick liquid formulation suitable for cleaning and disinfecting toilet bowls and sanitary ware. the product shall effectively remove stains, limescale, rust, and organic deposits while providing strong germicidal and deodorizing properties, ensuring hygienic sanitation. the formulation shall contain hydrochloric acid, suitable surfactants, thickening agents, fragrance, and permitted stabilizers, and shall conform to applicable hygiene and safety standards. the product shall be supplied in leak-proof hdpe containers with nozzle applicator for ease of use. ingradients hydrochloric acid 10.5 percentage w by v, alkylamine ethoxylate, alkyl trimethyl ammonium chloride, butylated hydroxy to toluene, c.i. 61585, c.i. 45100, perfume and water., liquide hand wash 1 dire liquid hand wash shall be antibacterial and ph-balanced formulation suitable for frequent hand hygiene use. it shall effectively remove dirt, grease, and germs while being gentle on skin, dermatologically tested, and suitable for all skin types. the product shall contain mild surfactants with moisturising agents and comply with applicable cosmetic and hygiene safety standards, free from harmful chemicals. waterapproximately 50 to 75 percentage largest part surfactants approximately10 to 30 percentage additives or moisturizers approximately 1 to 10 percentage herbal fragranceactives less than 1 to 3 percentage very small., phenyl liquid 500ml phenyl shall be a concentrated disinfectant floor cleaning solution, suitable for industrial and domestic use. it shall be an emulsified phenolic formulation with effective cleaning, germicidal, bactericidal, and deodorizing properties, suitable for dilution with water for routine floor cleaning and sanitation. the product shall conform to applicable bis standards and ensure effective removal of dirt, grease, and organic contamination. approximate 60 to 85 percentage water plus approximately 5 to 15 percentage emulsifier plus approximately 0.5 to 25 percentage phenolic disinfectant system plus small fragrance or additives, napthalene balls 100 gms naphthalene balls shall be of reputed quality white crystalline deodorizing and moth repellent type suitable for protection against insects foul odour and moisture in toilets cupboards urinals and storage areas supplied in sealed moisture resistant packing with proper labeling., toilet cleaning brush shall have high density nylon or polypropylene bristles with a minimum brush length of 80 to 100 mm and overall length of 350 to 450 mm, fitted with a durable plastic handle and holder, suitable for regular toilet cleaning. the brush shall be corrosion-resistant, easy to clean, free from defects, pvc dust bin 15 litre shall be made of high-quality, virgin polypropylene pp or pvc, durable, crack- and corrosion-resistant, and suitable for indoor or outdoor use. the bin shall have a smooth, non-porous finish, fitted with a snug, matching lid, easy to clean, and capable of holding 15 litres of waste. the product shall be free from any defect and as per satisfaction to eic., garbage bag shall be made of high-quality material, strong, leak-proof, and puncture-resistant, suitable for collection and disposal of general waste. the bags shall be of medium size approx. 20 to 30 litre capacity, with adequate thickness to prevent tearing during use, supplied in roll or pack form with proper sealing. the product shall be free from manufacturing defects, floor mop for floor cleaning shall be of heavy duty commercial grade suitable for housekeeping applications. the mop shall be provided with a lightweight durable and corrosion resistant aluminium or stainless steel handle of minimum 140 cm length. mop head shall be made of high absorbent microfiberor cotton material suitable for effective wet and dry cleaning of smooth floors. the frame and locking arrangement shall be of sturdy heavy duty plastic or stainless steel construction with replaceable and washable refill system. the complete assembly shall be rust proof ergonomically designed for easy handling and suitable for continuous cleaning operations., floor wiper 18 inch shall be heavy duty type with 18 inch rubber or silicon blade and long handle made of stainless steel or aluminium metal,suitable for floor cleaning and water removal in institutional and industrial areas. the wiper shall be durable lightweight rust resistant and free from defects., bleeching powder 1 kg bleaching powder shall be suitable for disinfection, sanitation, and cleaning applications, with minimum available chlorine content as specified under bis standards. the material shall be dry, free flowing and stable in storage. the product shall be supplied in sealed moisture-resistant packing with proper labeling, batch number, manufacturing date, and expiry details., very effective suction for cleaning all kind of sinks and all other plumbing blockages. better quality rubber more suction durable and long life.hanging provision. bigger base for better coverage and effectiveness voluminous base for better air or suction pressure made up of rubber., rubber hand gloves shall be made of good quality natural or synthetic rubber suitable for general cleaning and sanitation activities. the gloves shall be durable flexible water resistant and provide protection against dirt chemicals and abrasions during sweeping and cleaning operations. the gloves shall have a comfortable fit with textured palm or fingers for better grip and appropriate thickness for repeated use. the product shall be free from defects such as cuts, pinholes, or surface imperfections. each pair shall be properly packed and marked with size and manufacturer details and shall be supplied with manufacturers warranty against manufacturing defects., spade wooden handle shall be made of high quality, seasoned hardwood, smooth, straight, durable, and free from cracks, knots, or defects, suitable for use with hand., watering hose pipe shall be of 1 inch diameter, made of good quality flexible pvc or rubber material suitable for gardening and general water supply use. the hose shall be durable, kink resistant, and capable of withstanding normal working pressure without leakage or deformation. it shall be fitted with a 1 inch compatible nozzle of corrosion-resistant material brass or metal. the complete assembly shall be free from defects and supplied with proper size marking, manufacturer details, and warranty against manufacturing defects., fertilizers urea 50kg urea fertilizer shall be of standard agricultural grade, free flowing, uniform in composition, and suitable for agricultural or horticultural use. the material shall conform to the specifications prescribed under the fertilizer control order fco and relevant government of india standards. the fertilizer shall contain minimum 46 percentage nitrogen by weight, free from harmful impurities, excessive moisture, and foreign materials. the product shall be supplied in properly sealed hdpe bags with clear marking of manufacturers name, batch number, net weight, date of manufacture, and nutrient composition., fertilizers 10 x 26 x 26 dap 50kg fertilizer 10 ratio 26 ratio 26 shall be a granulated, free flowing, uniform mixture fertilizer suitable for horticultural use. the product shall conform to the fertilizer control order fco, government of india specifications and shall contain nitrogen 10 percentage phosphorus 26 percentage, and potash 26 percentage by weight. the fertilizer shall be free from lumps, harmful impurities, and excessive moisture, ensuring proper nutrient availability for plants., fertilizers vermicompost and cocopeat 50k) vermicompost vermicompost shall be well decomposed organic manure produced through earthworm activity, suitable for horticultural use. it shall be dark brown, friable, free-flowing, and free from foul odour, plastics, stones, pathogens, and weed seeds, and rich in organic matter for improving soil fertility and structure. it shall be rich in organic carbon and essential plant nutrients, free from pathogens and weed seeds, and suitable for improving soil fertility and structure.cocopeat cocopeat shall be processed, washed, and buffered coir pith in block or loose form suitable for horticulture and nursery use. it shall be free from salts, pathogens, weeds, and foreign matter, with good water retention and aeration properties. it shall be properly washed and buffered to reduce ec levels as per horticultural standards., fertilizers glycel liquide, adama 1 lit. the material to be supplied shall be glycel adama or equivalent glyphosate 41 percentage sl formulation conforming to the provisions of the insecticides and used for weed control applications., garden soil 1truck equal to 450 ft supplying good earth garden soil at site including loading, unloading, transportation, stacking and dressing as directed. garden soil shall be good quality, well-graded suitable for horticulture, landscaping, and plantation work. it shall be free from stones, roots, plastics, weeds, and other foreign materials., flower plants shall be of premium quality, healthy, robust, and free from pests, diseases, or damage. it shall be freshly harvested, with vibrant natural color, intact stems, and natural fragrance, suitable for decorative, landscaping, or related purposes. plants shall be properly packed in clean, leak-proof packets to prevent damage during transport and delivered in a condition fit for immediate use., termite control liquid shall be a synthetic pyrethroid or approved termiticide formulation suitable for anti termite treatment of building foundations, floors, walls, and wooden structures. the product shall conform to relevant bis standards for soil and wood treatment anti termite formulations and shall be effective in providing long lasting protection against subterranean termites through nonrepellent action and colony control. the chemical shall be stable, water miscible or emulsifiable, and safe for use when applied as per recommended dilution. the product shall be supplied in sealed, leak proof containers with clear labeling of composition, batch number, manufacturing date, expiry date, and safety instructions, along with manufacturers warranty and test certificate from nabl accredited laboratory., insecticides the material to be supplied shall be malathion 50 percentage ec conforming to relevant standards the formulation shall be a clear, stable emulsifiable concentrate containing 50 percentage ww malathion active ingredient, free from visible impurities, sediments, and phase separation, and suitable for uniform mixing with water. the product shall be an organophosphate insecticide effective against a wide range of sucking and chewing pests and suitable for use in agriculture, horticulture, plantations, nurseries, and landscaping works as per recommended dosage., insecticides the material is equivalent dimethoate 30 percentage ec formulation insecticides and be used for agricultural and horticultural applications. the formulation shall be a clear, stable emulsifiable concentrate containing 30 percentage ww dimethoate active ingredient, free from sediments, suspended particles, and phase separation, and shall form a uniform emulsion when mixed with water., insecticides the material to be supplied shall be liquid or powder with and acetamiprid 20 percentage sp for plant growth promoter or bio stimulant suitable for horticulture, landscaping, nurseries, lawns, gardens, and plantation works. the product shall be a homogeneous, water soluble liquid formulation free from sediments, suspended particles, and foul odour and shall be suitable for foliar spray and soil application. it shall be eco friendly, non toxic, and safe for plants, soil, and environment. the formulation shall be capable of promoting plant growth, improving nutrient uptake, enhancing root development, and increasing overall plant vigor and stress tolerance., the material to be supplied shall contains chlorpyrifos dusting powder formulation conforming to the provisions as per the insecticides used for horticultural., the formulation shall be a ready to use dusting powder containing chlorpyrifos active ingredient of approved concentration, uniformly mixed and free from lumps, moisture, and foreign matter, with fine and consistent particle size suitable for effective field application., nursery bag uv protected and durable material made from premium quality virgin ldpe plastic with uv protection for long outdoor life. resistant to tearing, cracking, and sunlight damage for reliable nursery use ideal for seedlings and nursery plants perfect for seed germination, plant propagation, vegetable seedlings, flower plants, saplings, and early plant growth stages.proper drainage and root development designed to support healthy root growth by allowing proper drainage and preventing water stagnation, reducing risk of root rot. reusable and eco friendly grow bags lightweight yet strong recyclable poly bags suitable for multiple planting cycles. easy to handle, shift, and transplant plants., diamond lawn 100 sqft x 3 diamond grass shall consist of healthy, well established grass turf suitable for landscaping and horticultural development. the turf shall be of uniform green cover, free from weeds, pests, diseases, and bare patches, and suitable for plantation, gardens. the lawn shall be properly rooted, capable of fast establishment, and suitable for maintenance under normal watering and climatic conditions., lime chuna material shall be a ready to use or mixable formulation of hydrated lime chuna. the material shall be suitable for application on tree trunks in horticulture and plantation areas to protect against sunburn, pests, fungal infection, and cracking. it shall form a uniform white protective layer, be weather resistant, and non toxic to plants when applied as per standard practice. the product shall be free from harmful chemicals and impurities and suitable for environmental use., material shall be a ready to use or mixable formulation of hydrated lime chuna based paint. the material shall be suitable for application on tree trunks in horticulture and plantation areas to protect against sunburn, pests, fungal infection, and cracking. it shall form a uniform white protective layer, be weather resistant, and non-toxic to plants when applied as per standard practice. the product shall be free from harmful chemicals and impurities and suitable for environmental use. 150 kg per bag
Agency / Dept :
mineral exploration and consultancy limited MECL
Due Date :
Aug 31, 2026
Tender Value :
Refer Document
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T18 Ref No : 16685310
Location : nagpur , maharashtra
Source : GEM Tenders
tender for concept planning design development , architectural drawings 3d views , biodiversity content preparation , acp entrance feature wall branding , acp interpretation panels with uv printing , maharashtra biodiversity gallery fabrication , frp wildlife models , biodiversity diorama habitat models , exhibition display cabinets , veneer wpc wall paneling , reception counter branding area , indoor outdoor signage system , false ceiling decorative elements , electrical works lighting system , furniture visitor seating , transportation logistics , installation commissioning , project management documentation , ms structural framework fabrication , scaffolding tools safety arrangements , skilled artisan sculptor charges , concept planning research content development , 3d design drawings visualization , frp giant honey bee models 2 nos , frp honeycomb ecosystem display , frp giant ant colony model , frp underground ant nest cross section , frp termite mound cut section , frp termite king queen soldier display , frp giant wasp nest display , educational life cycle models , acp platforms display structures , acp uv printed interpretation panels , led lighting electrical work , painting finishing protective coating , handcrafted 3d relief mural sculpting , frp reinforcement surface texturing , biodiversity wildlife heritage theme detailing , hdhmr board 18mm , pvc laminate sheet 1mm , hardware accessories , resin adhesive 100kg, handcrafted mural art, comprehensive thematic conceptual planning research layout design and creative strategy development for gallery exhibition, detailed 2d architectural structural layout drawings and high resolution 3d photo realistic rendered views, curated research documentation species identification and multilingual educational content development for exhibition, heavy duty aluminium composite panel acp entrance feature wall cladding 3mm thickness with laser cut branding and graphics, weatherproof 3mm acp interpretation signboards featuring direct high resolution uv digital graphic printing with clear protective coating, complete fabrication and structural setup of customized gallery exhibit enclosures display backdrops and partitioning, life size fiberglass reinforced plastic frp molded hand painted realistic wildlife fauna sculptures with protective pu coating, immersive 3d environmental diorama exhibits showcasing natural forest ecosystems flora and fauna habitats, toughened 8mm glass exhibition showcase display cabinets with internal led lighting and lockable access doors, decorative natural wood veneer or wood plastic composite wpc wall cladding 12mm thickness with protective surface finish, custom designed wooden reception desk with integrated front led backlight branding panel and laminate finish, directional and informational signage system made of 3mm acp acrylic and metal framework with protective coating, gypsum board or modular false ceiling with decorative architectural cutouts coves and ambient led light slots, complete electrical wiring circuit breakers spotlighting focus lights ambient led fixtures and switchboards, ergonomic heavy duty visitor benches chairs and modular gallery seating units with sturdy frame, safe packaging loading transit insurance freight and logistics for site delivery of gallery materials, on site assembly alignment structural fixing electrical testing and final commissioning of all exhibit components, end to end project supervision quality inspection timeline management and complete hand over documentation, mild steel ms hollow pipe 50mm x 50mm x 2mm and angle iron structural framework with anti rust primer coating, standard site scaffolding personal protective equipment ppe safety nets and specialized installation tools, professional charges for master sculptors artists muralists and specialized craftsmanship labor, detailed scientific research creative scriptwriting storyboarding and thematic narrative content creation, advanced 3d modeling walkthrough animation spatial layout design and render visualization, 2 nos life size enlarged hand sculpted fiberglass frp honey bee models length 60cm to 90cm with fine surface detailing and paint, fiberglass frp 3d honeycomb structure exhibit dimensions 120cm x 120cm depicting bee hive internal architecture and lifecycle, detailed 3d scaled up fiberglass frp ant colony exhibit displaying chamber structures and worker ants, cross sectional frp display panel dimensions 150cm x 120cm detailing underground ant nest tunnels chambers and soil ecosystem, full scale or scaled cross sectional frp termite mound exhibit height 180cm showing internal ventilation and chamber network, enlarged hand sculpted frp models depicting termite king queen and soldier caste morphological details with acrylic mounting, 3d sculpted fiberglass frp wasp nest exhibit height 90cm with detailed exterior texture and insect models, 3d multi stage educational models depicting biological lifecycles of insects and wildlife species, heavy duty 4mm acp fabricated display podiums platforms and base pedestals for exhibit mounting, high resolution direct uv printed graphics on durable outdoor grade 3mm acp sheets for exhibit narration, energy efficient spotlighting led strip illumination power cabling drivers and switch accessories, high durability polyurethane clear coat acrylic painting and anti glare surface protective treatment, custom hand sculpted 3d clay fiberglass relief wall mural portraying regional biodiversity and landscapes, structural fiberglass reinforcement layering smooth sanding and realistic natural surface texturing, artistic fine detailing hyper realistic painting texture enhancement and thematic heritage styling, 18mm high density high moisture resistance hdhmr grade engineered wood board density above 850 kg per cu m for durable carpentry work, 1mm thick high pressure decorative pvc laminate sheet with anti scratch surface finish for panel overlay, heavy duty stainless steel ss304 hinges soft close channels screws brackets and assembly hardware set, 100 kg industrial grade synthetic resin adhesive for high strength wood and laminate bonding
Agency / Dept :
forest department FD
Due Date :
Aug 25, 2026
Tender Value :
Refer Document
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T18 Ref No : 16639060
Location : vemula , andhra pradesh
Source : GEM Tenders
tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design drawings, fab
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Aug 26, 2026
Tender Value :
172Cr
View Documents
T18 Ref No : 16953018
Location : vemula , andhra pradesh
Source : GEM Tenders
corrigendum tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design d
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Sep 03, 2026
Tender Value :
172Cr
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T18 Ref No : 17146411
Location : alwar , rajasthan
Source : GEM Tenders
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Agency / Dept :
indian army
Due Date :
Sep 10, 2026
Tender Value :
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T18 Ref No : 17130796
Location : visakhapatnam , andhra pradesh
Source : GEM Tenders
tender for horticulture service - lumpsum based - development of garden/ lawn/ field/ nursery/ park, landscaping of garden/ lawn/ field/ nursery/ park, as per scope of work; site clearing, soil preparation, garden designing, planting trees/plants/grass, applyin..
Agency / Dept :
indian navy
Due Date :
Sep 28, 2026
Tender Value :
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T18 Ref No : 17094207
Location : vemula , andhra pradesh
Source : GEM Tenders
corrigendum tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design d
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Sep 07, 2026
Tender Value :
172Cr
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T18 Ref No : 16922892
Location : alwar , rajasthan
Source : GEM Tenders
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Agency / Dept :
indian army
Due Date :
Sep 07, 2026
Tender Value :
Refer Document
View Documents

A very large majority of modern public sector procurement and commercial buying for the Site Development Work category has now been completely centralized on the online digital marketplace platform known as Gem. Government buyers from various ministries, central agencies, and defense wings use this electronic portal to publish custom product bids, search for specific vendor catalogs, and host live competitive price matching events like Reverse Auctions (RA). Whether your company manufactures physical equipment, distributes specialized goods, or provides operational maintenance and manpower services related to Site Development Work, having an active and well-optimized presence on this specific portal is absolutely mandatory to secure modern government business orders and expand your digital B2G sales channel.

Because the centralized Gem platform uploads thousands of random product and service listings from all over the country every single day, keeping track of your specific Site Development Work bids can become an exhausting and time-consuming manual process. Our automated platform fixes this issue completely by running continuous searches and category matching for your business. We send daily new tender alerts directly to your registered WhatsApp number and Email inbox the exact minute a relevant bid opens. You also get easy login access to our smart software dashboard where you can refine results using customized filters, track upcoming portal deadlines, and download full tender documents, financial price schedule templates, and Additional Terms & Conditions (ATC) files with a single click.

Online e-marketplaces use automated algorithms and strict technical screening systems. If your uploaded product specifications or company documents do not match their rigid filters or "Golden Parameters" perfectly, the portal's system can automatically reject your bid without any human review. Our professional bidding service manages this technical process safely for your team. We handle your portal-specific online vendor registration and brand listing, execute the technical document submission using properly formatted product data sheets, configure the mandatory Class-3 DSC (Digital Signature Certificate) security settings on your login profile, and manage the final price bid submission accurately to ensure your commercial quote is uploaded successfully.

Tender18 takes away all the technical complexity and system stress of modern digital portal management. We keep your sales pipeline full by delivering real-time daily notifications on WhatsApp and Email, providing custom dashboard login access to sort and filter portal listings, and offering instant tender document downloads for all Site Development Work bids on Gem. Our technical experts manage the full online bidding process from start to finish—taking care of your vendor registration, executing an error-free technical document submission, setting up your Class-3 DSC keys, and processing the final price bid submission perfectly. We also help map your business to the exact category codes and monitor live Reverse Auctions (RA) to help you win contracts consistently.

1.

What specific types of procurement formats are tracked for Site Development Work on Gem?

Tender18 tracks all transaction and bidding formats available for Site Development Work on Gem. This includes Custom Bids, proprietary product inquiries, Reverse Auctions (RA), bunch/group bulk bids, and standard public e-tenders.

2.

How does Tender18 help me identify bulk or hidden Site Development Work orders on Gem?

Government buyers sometimes hide bulk procurement for Site Development Work under generic category names or mixed "Bunch Bids." Our advanced filtration system scans the deeper Bill of Quantities (BOQ) text to identify these hidden Site Development Work lines, ensuring you don't miss large order opportunities.

3.

Can Tender18 help map my business to the correct product category on Gem?

Yes. Portals like Gem use complex category tracking codes (such as Q-codes, UNSPSC, or specific portal category IDs). Tender18 helps you map your products to the exact digital categories used by buyers so your profile is always aligned for relevant Site Development Work auto-matching.

4.

How can a Reverse Auction (RA) monitor for Site Development Work benefit my sales team?

A Reverse Auction is a highly dynamic, time-sensitive format where prices are dropped live to win the contract. Tender18 tracks "Bid-to-RA" transitions for Site Development Work on Gem, alerting your team instantly so you can participate competitively before the clock runs out.

5.

What is the difference between how Tender18 tracks OEMs versus Resellers for Site Development Work on Gem?

For OEMs (Original Equipment Manufacturers), we help monitor brand listings, prevent unauthorized catalog cloning, and track direct catalog purchases. For Resellers and Traders, we highlight open custom bids and authorization-free opportunities for Site Development Work available across the portal.

6.

Can I get historical data on previous L1 (lowest bid) prices for Site Development Work on Gem?

Yes, Tender18 provides competitor intelligence. You can access past contract award details, see which departments frequently buy Site Development Work via Gem, analyze who won previous bids, and review the final winning L1 price trends.

7.

How does Tender18 solve the issue of confusing search terminologies on Gem?

Buyers often use different keywords or synonyms when creating a bid on Gem. Our system maps multiple related industry terminologies, ensuring you receive a comprehensive list of all relevant opportunities regardless of the specific label used by the buyer.

8.

Do I need a Digital Signature Certificate (DSC) to bid for Site Development Work on Gem?

Depending on the architecture of Gem, a Class-3 Digital Signature Certificate (DSC) is often mandatory for final bid encryption and submission. Tender18 can evaluate your platform setup and assist you in acquiring or renewing the correct DSC for Site Development Work bidding.

9.

What are "Golden Parameters" on procurement portals, and how does Tender18 help with them?

Golden Parameters are the core technical specifications a product must match to avoid automated technical rejection on portals like Gem. Tender18’s experts analyze the Site Development Work bid document to ensure your uploaded catalogue or data sheet perfectly satisfies these rigid filters.

10.

Does Tender18 provide market insights for "Direct Purchase" trends of Site Development Work?

While direct, no-bid purchases are private transactions between a buyer and a seller, Tender18 analyzes historical portal data to identify which government departments consistently buy Site Development Work via direct orders, allowing you to target your offline marketing efficiently.

11.

Can I track Site Development Work bids on Gem that are exclusively reserved for MSMEs?

Yes. Many procurement notices on Gem carry an "MSME/Startup Purchase Preference" or are 100% reserved for small businesses. Tender18 allows you to filter listings so you can instantly spot Site Development Work bids offering EMD exemptions or turnover relaxations.

12.

How do I automate my daily search for Site Development Work bid numbers on Gem?

You can completely eliminate manual portal searches by setting up a dedicated profile on Tender18.com or by calling our team at 7069661818. Once activated, live bid updates, deadlines, and link sheets for Site Development Work on Gem will be pushed straight to your WhatsApp and Email.

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