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Latest Water filling work Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Water filling work tenders in India’s competitive e-procurement ecosystem requires more than just access—it demands accurate data, real-time monitoring, and expert analysis.

At Tender18 Infotech Private Limited, we bring deep industry experience in government procurement to help businesses identify, evaluate, and win Water filling work tenders efficiently. With a centralized platform aggregating 1100+ live tenders, we provide a single, trusted source for opportunities from central, state, and PSU departments.


Real-Time Water filling work Tender Intelligence & Monitoring

Our advanced dashboard delivers actionable insights and structured tender data, enabling you to make faster and smarter bidding decisions.

We categorize Water filling work tenders into:

  • Supply Tenders – BOQs and specifications sourced from GeM and PSUs
  • Service Tenders – NITs and scope of work from CPPP and state portals
  • EPC Projects – Large-scale infrastructure tenders with financial and design data

✔ This structured approach ensures complete transparency and deeper bid analysis before submission.


Comprehensive Sources of Water filling work Tenders

Tender18 acts as a centralized gateway by aggregating tenders from trusted and official sources:

  • Central Government Portals – CPPP, NIC, and Government e-Marketplace (GeM)
  • Railways & Transport – IREPS and Metro Rail projects
  • Power & Energy PSUs – NTPC, ONGC, NHPC, PowerGrid
  • Defense & Strategic Sectors – MES and DRDO tenders
  • State e-Procurement Portals – Gujarat, Maharashtra, Tamil Nadu, UP, and more

✔ Every listing is verified and regularly updated to maintain data accuracy and trust.


Step-by-Step Guide to Participate in Water filling work Tenders

1. Eligibility & Prequalification

Before bidding, ensure compliance with:

  • Financial turnover requirements (30–50% of tender value)
  • Past experience (2–3 similar projects)
  • Valid solvency certificate

2. Mandatory Documentation Checklist

Prepare the following to avoid disqualification:

  • Digital Signature Certificate (Class 3 DSC)
  • GST, PAN, MSME/Udyam registration
  • EMD (Earnest Money Deposit) or exemption proof
  • Technical bid with execution methodology

3. BOQ Analysis & Financial Bidding

The BOQ (Bill of Quantities) is the most critical component:

  • Analyze item-wise pricing
  • Ensure competitive yet sustainable quotes
  • Avoid underbidding risks (L1 pressure)

✔ Expert analysis can significantly improve your bid success ratio.


Why Tender18 is a Trusted Platform for Water filling work Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Water filling work tenders are sourced from official portals and cross-checked for accuracy.

✔ Advanced Filtering Tools

Filter tenders by value, EMD, location, and category for precise targeting.

✔ Corrigendum & Update Tracking

Get instant alerts on deadline changes and specification updates.

✔ Historical Data Insights

Analyze past tender results to understand pricing trends and competition.

✔ End-to-End Bidding Support

From discovery to submission, including GeM onboarding and strategy.


Growth of Water filling work Sector in 2026

With the Government of India focusing on digital procurement and infrastructure expansion, the Water filling work sector has seen significant growth in e-tendering opportunities.

The rise of GeM-based procurement models like:

  • L1 Purchase
  • Direct Procurement
  • MSME-friendly policies

…has made it easier for startups and SMEs to participate and win contracts


Frequently Asked Questions (SEO Optimized)

How can I get daily Water filling work tender alerts?

You can register on Tender18 and select your preferred category. You will receive daily email alerts with all new Water filling work tenders.

Is EMD mandatory for all Water filling work tenders?

No, MSME and Udyam-registered businesses may get exemptions. Always check the NIT for specific conditions.

What is the difference between a Water filling work work tender and supply tender?

A supply tender involves delivering goods, while a work tender includes execution, labor, and project completion.

Can I access private Water filling work tenders on Tender18?

Yes, we also track major private sector and EPC tenders along with government opportunities.


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Our services include:

  • Tender discovery & analysis
  • Documentation support
  • Bid strategy & submission
  • GeM registration & OEM onboarding

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T18 Ref No : 16257263
new Tender
Source : GEM Tenders
new Tender

corrigendum tender for erection and fabrication work b 1 , erection and fabrication work b 2 , erection and fabrication work b 3 , erection and fabrication work b 4 , erection and fabrication work b 5 , erection and fabrication work b 6 , erection and fabrication work b 7 , erection and fabrication work b 8 , erection and fabrication work b 9 , erection and fabrication work b 10 , erection and fabrication work b 11 , erection and fabrication work b 12 , erection and fabrication work b 13 , erection and fabrication work b 14 , erection and fabrication work b 15 , erection and fabrication work b 16 , erection and fabrication work b 17 , erection and fabrication work b 18 , erection and fabrication work b 19 , erection and fabrication work b 20 , erection and fabrication work b 21 , erection and fabrication work b 22 , erection and fabrication work b 23 , erection and fabrication work b 24 , erection and fabrication work b 25 , erection and fabrication work b 26 , erection and fabrication work b 27 , erection and fabrication work b 28 , erection and fabrication work b 29 , erection and fabrication work b 30 , erection and fabrication work b 31 , erection and fabrication work b 32 , erection and fabrication work b 33 , erection and fabrication work b 34 , erection and fabrication work b 35 , erection and fabrication work b 36 , erection and fabrication work b 37 , erection and fabrication work b 38 , erection and fabrication work b 39 , erection and fabrication work b 40 , erection and fabrication work b 41 , erection and fabrication work b 42 , erection and fabrication work b 43 , erection and fabrication work b 44 , erection and fabrication work b 45 , erection and fabrication work b 46 , erection and fabrication work b 47 , erection and fabrication work b 48 , erection and fabrication work b 49 , erection and fabrication work b 50 , erection and fabrication work b 51 , erection and fabrication work b 52 , erection and fabrication work b 53 , erection and fabrication work b 54, erection and fabrication work b, cut out and remove the damaged plate; fabricate and installation a new 10 mm plate in its place, and provide support by installing angle channels beneath the bottom. dismantle and lower the clarifier coil; clean it, replace corroded flanges/pipes, refit the coil, and drill holes according to specifications. cut out and remove the corroded mud scraper plate from the clarifier; fabricate and installation a new plate, fit the scraper, and conduct a trial run. dismantle the weak mud scraper pipes in the clarifier, installation new pipes, and mount the mud scraper assembly. installation an 800/900 mm diameter rubber-seated angle valve in the steam/vapour lines of the quad, semi-kestner, and vapour cell units as directed, and conduct a leak-proof trial. to completely re-tube the quad body, cut and lower the calandria's bottom saucer; after fitting the tubes and conducting a hydraulic test on the calandria, weld the bottom saucer (internally and externally) to ensure it is leak-proof, and perform water and vacuum trials. dismantle corroded or weak vapour/exhaust steam lines associated with the semi-kestner, vapour cell, quad bodies, and pans; fabricate new lines using 8.0/10.0 mm thick m.s. plate based on original specifications, erect the new lines, perform leak-proof welding, and conduct successful water and steam trials. cut out and remove corroded/weak juice distributors or down-take pipes in the quad bodies and installation newly fabricated replacements. cut out and remove corroded/weak manholes from pans, doors, sulphur furnaces, quad bodies, cells, and bottom saucers, and installation newly fabricated manholes based on original specifications. dismantle and remove corroded/weak umbrellas from the semi-kestner, vapour cell, quad bodies, and pans; fabricate new umbrellas according to original specifications and erect them with necessary supports. for the vapour pipes of pans and quads, provide external reinforcement using m.s. -material of 900 to 1100 mm diameter... fabricate and installation t-rings made of plate or angle iron; cut out and remove corroded or weak ammonia gas headers from the quad bodies; fabricate and erect new headers; installation nipples, valves, flanges, etc., and conduct a leak-proof trial; remove weak shells from the semi-kestner, vapour cell, and quad bodies; fabricate new ones to specifications, erect them in place, and conduct a leak-proof trial; dismantle the weak vapour pipe located between the evaporator quad bodies; fabricate and installation a new vapour pipe (600, 700, or 800 mm diameter) using new or existing plate; perform leak-proof welding and conduct a water trial; cut out and remove leaky or weak external catchers from the evaporator and pan vapour pipes; fabricate new catchers (including internals) based on samples, fit them in place, perform leak-proof welding, and conduct successful water-filling/vacuum trials; remove the top plate of the external catcher on the evaporator and pan vapour pipes to carry out necessary repairs on weak internals, cones, or shells; reinstall the top plate, perform leak-proof welding, and conduct successful water-filling/vacuum trials; cut out and remove the corroded or weak agitator of the 10" x 20" vacuum filter; fabricate a new one based on the old design, fit it in place, and conduct a successful trial; cut out and remove the corroded or weak agitator of the 8" x 16" vacuum filter; fabricate a new one based on the old design, fit it in place, and conduct a successful trial; cut out and remove the corroded or weak mud tray of the vacuum filter; fabricate a new mud tray using new or existing plate and fit it in place; replace the corroded or weak side plate of the vacuum filter and conduct a satisfactory water trial; cut out and remove the corroded or weak agitator section of the 10" x 20" vacuum filter and carry out necessary repairs based on the old design; cut out and remove the weak tapered cone of the 40-ton capacity pan. fabricate and installation a replacement using a new 12/16 mm plate, following the sample; restore all connections to their original state, ensure leak-proof welding, and conduct successful water-filling and vacuum trials. cut out and remove corroded or weak agitator sections of the 8-inch x 16-inch vacuum filter and carry out necessary repairs as per the original specifications. dismantle the bagasse silo cyclone at the vacuum filter station, replace corroded sections, perform necessary repairs, reinstall it in its original position, and restore all connections. cut out and remove the corroded or weak shell of the mud mixer; fabricate a new shell (using new or existing plate material), installation it in place, and conduct a successful trial. cut out and remove corroded or weak mud discharge chutes located at the discharge end of the mud conveyor belts; fabricate and installation replacements using existing plate material and conduct a trial. dismantle and remove corroded or weak condenser bottles from the vacuum filters; fabricate and installation new ones based on the sample and conduct a successful vacuum trial. in the boiling house, remove the foundation bolts/beds of corroded or weak pumps and construct new channel-based beds; installation new foundation bolts into the pits prepared by the civil team to create these new channel beds; mount the pump and motor, complete the necessary connections and alignment, and conduct a satisfactory trial. installation supports made from old m.s. pipes for the so2 gas lines.


Due Date : Jul 17, 2026
T18 Ref No : 16257264
new Tender
Source : GEM Tenders
new Tender

corrigendum tender for erection and fabrication work c 50 , erection and fabrication work c 51 , erection and fabrication work c 52 , erection and fabrication work c 53 , erection and fabrication work c 54 , erection and fabrication work c 55 , erection and fabrication work c 56 , erection and fabrication work c 57 , erection and fabrication work c 58 , erection and fabrication work c 59 , erection and fabrication work c 60 , erection and fabrication work c 61 , erection and fabrication work c 62 , erection and fabrication work c 63 , erection and fabrication work c 64 , erection and fabrication work c 65 , erection and fabrication work c 66 , erection and fabrication work c 67 , erection and fabrication work c 68 , erection and fabrication work c 69 , erection and fabrication work c 70 , erection and fabrication work c 71 , erection and fabrication work c 72 , erection and fabrication work c 73 , erection and fabrication work c 74 , erection and fabrication work c 75 , erection and fabrication work c 76 , erection and fabrication work c 77 , erection and fabrication work c 78 , erection and fabrication work c 79 , erection and fabrication work c 80 , erection and fabrication work c 81 , erection and fabrication work c 82 , erection and fabrication work c 83 , erection and fabrication work c 84 , erection and fabrication work c 85 , erection and fabrication work c 86 , erection and fabrication work c 87 , erection and fabrication work c 88 , erection and fabrication work c 89 , erection and fabrication work c 90 , erection and fabrication work c 91 , erection and fabrication work c 92 , erection and fabrication work c 93 , erection and fabrication work c 94 , erection and fabrication work c 95 , erection and fabrication work c 96 , erection and fabrication work c 97 , erection and fabrication work c 98 , erection and fabrication work c 99 , erection and fabrication work c 100 , erection and fabrication work c 101 , erection and fabrication work c 102 , erection and fabrication work c 103 , erection and fabrication work c 104 , erection and fabrication work c 105, erection and fabrication work c, dismantling of flanges on m.s. pipes with a diameter exceeding 12 inches; fabrication and erection of flanges on m.s. pipes with a diameter exceeding 12 inches; dismantling of old platforms; fabrication and erection of old platforms; dismantling of heavy structures; fabrication and erection of heavy structures; fabrication, erection, and alignment of beds for motor pumps/reduction gear motors (3 hp to 30 hp); fabrication, erection, and alignment of beds for motor pumps/reduction gear motors (above 30 hp); dismantling (cutting and removing) the corroded roof/side of the juice clarifier, fabricating a new roof using new/existing plates as per instructions, and conducting a leak-proof water-filling trial; fabrication (cutting and removing) the corroded roof/side of the juice clarifier, fabricating a new roof using new/existing plates as per instructions, and conducting a leak-proof water-filling trial; erection (cutting and removing) the corroded roof/side of the juice clarifier, fabricating a new roof using new/existing plates as per instructions, and conducting a leak-proof water-filling trial; cutting and removing the corroded/weak scroll/conveyor of the mud mixer, fabricating a new one based on the sample, erecting it, and conducting a trial; cutting and removing the corroded/weak down-take of the pans, fabricating and installing a new one using 8/10 mm plates, and performing leak-proof welding; cutting and removing the corroded/weak juice distributor of the pans, fabricating and installing a new one using 6/8 mm plates based on the sample, and performing satisfactory welding; cutting and removing existing internal supports of the pan to replace the weak shell, and re-installing and welding new/existing supports after installing the new shell; replacing corroded foundation channels of n.k. 1100/1300 c/f machines with 250 mm channels and leveling the vapor line; cutting and removing corroded/weak oil guards of crystallizers. fabricate and installation using a new or existing plate. for c-type centrifugal machines, cut away and remove the corroded or weak side cover; fabricate a replacement according to specifications, fit it in the original position, and perform complete welding. fabricate and installation a replacement n.r.v. sheet (using new plate material) for the vertical injection pump, adjust the rod setting, and conduct a leak-proof trial. modify hopper no. 04 to fabricate and installation a chute. remove the corroded or weak ms angle grids from the injection channel; fabricate a new grid using new ms channels and rods, fit it into the channel, and weld it in place. cut away and remove the weak tapered section of the quad body; fabricate a replacement using 12/16 mm thick ms plate, weld it completely, and conduct a satisfactory leak-proof trial. remove the corroded or weak ms grid at the steam inlet of the quad/vapor cell/pan calandria; fabricate and installation a new grid using 6/8 mm thick plate and weld it completely. cut away and remove the corroded or weak down-take pipe of the quad body/vapor cell; fabricate and installation a new pipe using 8/10 mm thick plate, restore all connections (including the cone and distributor), weld them, and conduct a leak-proof trial. fabricate and installation a ring made from 12 mm plate for the pan's weak safety valve and reinforce the top section by welding on a plate. three molasses tanks, each with a capacity of 45,000 quintals, are installed at this mill society; dismantle the 2½-inch cooling coils from all three tanks, lower them for cleaning, cut away any corroded piping, and fabricate and installation new coils. upon completion, fit the coils onto the tank, construct a mounting base for the pump and motor (for cooling purposes), installation the assembly into the tubewell pipeline, and conduct a satisfactory trial run. cut and remove the damaged rail sections installed on the cane unloader; using one's own resources, installation the replacement rails provided by the mill committee, weld them in place, and successfully conduct a trial run. certain shell sections of the 30-tonne and 20-tonne chimneys installed at the mill committee site have corroded; cut and remove these damaged sections using one's own resources, fabricate new shell sections using 10–12 mm thick plates, erect them using one's own resources, and successfully conduct a trial run.


Due Date : Jul 17, 2026

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T18 Ref No : 16139917
live Tender
Location : ghatshila , jharkhand
Source : GEM Tenders
live Tender

tender for title1 , title2 , title3 , title4 , title5 , title6 , title7 , title8 , title9 , title10 , title11 , title12 , title13 , title14 , title15 , title16 , title17 , title18 , title19 , title20 , title21 , title22 , title23, construction of boundary wall at aecs secondary at narwapahar mines, earth work in excavation by mechanical means hydraulic excavator manual means over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by engineer in charge. all kind of soil, filling available excavated earth excluding rock in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.50m., clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared., providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth levelshelves,chajja,lintel,band,plain window sills,stsiarcase and spiral stair case above plinth level upto floor five level execluding the cost of centering,shuttering,finishing and reinforced with 1 ratio 1.5 ratio 3 1 cement 1.5 coarse sand 3 graded stone aggregate. 1 5 10 1 cement 5 coarse sand zone iii derived from natural sources 10 graded stone aggregate 40 mm nominal size derived from natural sources, providing and laying cement concrete in retaining walls, return walls, walls any thickness including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1 2 4 1 cement 2 coarse sand zone iii derived from natural sources 4 graded stone aggregate 20 mm nominal size derived from natural sources, centering and shuttering including strutting, propping etc and removal of form work for foundations, footings, bases for columns foundations, footings, bases for columns, centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete, centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers, centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts, steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo mechanically treated bars of grade fe 500d or more., steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo mechanically treated bars of grade fe 500d or more., providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge. note cement content considered in this item is at the rate 330 kg per cum. excess or less cement used as per design mix is payable or recoverable separately all works upto plinth level, providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note cement content considered in this item is at the rate 330 kg per cum. excess or less cement used as per design mix is payable or recoverable separately. all works above plinth level upto floor v level., add for using extra cement in the items of design mix over and above the specified cement content therein., brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1 6 1 cement 6 coarse sand, brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in cement mortar 1 6 1 cement 6 coarse sand, 12 mm cement plaster of mix 1 6 1 cement 6 coarse sand, 15 mm cement plaster on rough side of single or half brick wall of mix 1 6 1 cement 6 coarse sand, finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade new work two or more coats applied at the rate 1.43 ltr per 10 sqm over and including priming coat of exterior primer applied at the rate 2.20 kg per10 sqm, applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron steel works, painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work, providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length total length 90 m, having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron y shaped placed 2.4m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer in charge, with reinforced barbed tape r.b.t. spring core 2.5mm thick wire of high tensile strength of 165 kg per sq.mm with tape 0.52 mm thick and weight 43.478 gm per metre cost of m.s. angle, c.c. blocks shall be paid separately, supplying at site angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.


Tender Value : 2082145.4
Due Date : Jul 28, 2026
T18 Ref No : 16154687
live Tender
Location : varanasi , uttar pradesh
Source : GEM Tenders
live Tender

tender for title1 , title2 , title3 , title4 , title5 , title6 , title7 , title8 , title9 , title10 , title11 , title12 , title13 , title14 , title15, horticulture varanasi, providing complete maintenance of landscaped/garden area of approximately 8200 sqm or as directed by the engineer-in-charge within airport premises, comprising lawns, trees, shrubs, herbs, flower beds, potted plants, foliage plants, creepers and all other horticultural features, including all horticultural operations such as preparation and maintenance of basins, weeding, hoeing, pruning, trimming, training of plants, replacement of dead/damaged plants, gap filling, watering, mowing of lawns, grass cutting by lawn mower and brush cutter, collection, loading, transportation and disposal of garden waste at designated locations within airport premises using hand trolleys or other suitable means, application of fertilizers, insecticides and pesticides whenever required, top dressing of lawns with good earth and manure, and carrying out all other horticultural and garden maintenance works necessary for proper upkeep, healthy growth and aesthetic appearance of the landscape, complete as per the directions of the engineer-in-charge. the cost of good earth, manure, fertilizers, insecticides, pesticides and replacement plants shall be provided by the department free of cost. the contractor shall arrange all labour, supervision, fuel, lubricants, tools, tackles, machinery, equipment and other consumables required for satisfactory execution of the work. the contractor shall permanently deploy minimum 02 (two) nos. malis exclusively for execution of this work throughout the contract period and shall quote rates accordingly. in case of deployment of less than the stipulated number of malis, recovery at the rate of rs. 800/- (rupees eight hundred only) per day per mali shall be made from the contractors bills for the period of short deployment. ............ please refer boq item no.1 at boq page no. 1 of atc document., providing complete maintenance of landscaped/garden area of approximately 14,000 sqm or as directed by the engineer-in-charge within airport premises, comprising lawns, trees, shrubs, herbs, flower beds, potted plants, foliage plants, creepers and all other horticultural features, including preparation and maintenance of basins, weeding, hoeing, pruning, trimming, training of plants, replacement of dead or damaged plants, gap filling, watering, mowing of lawns, grass cutting by lawn mower and brush cutter, collection, loading, transportation and disposal of garden waste at designated locations within airport premises using hand trolleys or other approved means, application of fertilizers, insecticides and pesticides as and when required, top dressing of lawns with good earth and manure, and carrying out all other horticultural operations necessary for proper upkeep, healthy growth and aesthetic appearance of the landscape, complete as per the directions of the engineer-in-charge. the cost of good earth, manure, fertilizers, insecticides, pesticides and replacement plants shall be provided by the department free of cost. the contractor shall arrange all labour, supervision, fuel, lubricants, tools and plants, machinery, equipment and other consumables required for satisfactory execution of the work. the contractor shall permanently deploy minimum 02 (two) nos. malis exclusively for execution of this work throughout the contract period and shall quote rates accordingly. in case of deployment of less than the stipulated number of malis, recovery at the rate of rs. 800/- (rupees eight hundred only) per day per mali shall be made from the contractors bills for the period of short deployment.............please refer boq item no.2 at boq page no. 2 of atc document., providing complete maintenance of hedges/edges of approximately 6000 metres length within airport premises, including trimming and cutting of hedges/edges to the required shape, size and profile, collection, loading, transportation and disposal of cut material and other horticultural waste at designated locations within airport premises, cleaning of hedge beds, weeding, hoeing, soil loosening, preparation and maintenance of basins wherever required, watering, manuring, application of insecticides, pesticides and fungicides, replacement of dead/damaged hedge plants, gap filling and carrying out all other horticultural operations necessary for proper upkeep, healthy growth and aesthetic appearance of hedges/edges, complete as per the directions of the engineer-in-charge. the cost of manure, fertilizers, insecticides, pesticides, fungicides and replacement plants shall be supplied by the department free of cost. the contractor shall arrange all labour, supervision, tools and plants, machinery, equipment, power, fuel, consumables and other incidental items required for satisfactory execution of the work. the contractor shall permanently deploy minimum 02 (two) nos. malis exclusively for execution of this work throughout the contract period and shall quote rates accordingly. in case of deployment of less than the stipulated number of malis, recovery at the rate of rs. 800/- (rupees eight hundred only) per day per mali shall be made from the contractors bills for the period of short deployment. ............ please refer boq item no.3 at boq page no. 3 of atc document., providing complete maintenance of potted plants displayed at various locations and floors within the airport terminal building and allied buildings, including watering, application of good earth, manure, fertilizers, insecticides and pesticides, regular cleaning of pots and plants, removal of dry leaves and unwanted growth, pruning and trimming of plants, shifting of potted plants to sunlight and back to designated locations as required for healthy growth, rearrangement and display of pots at suitable locations as directed by the engineer-in-charge, replacement of dead, diseased or damaged plants, replacement of broken pots, painting/colouring of pots whenever required, changing locations of pots as directed, and carrying out all other horticultural operations necessary for maintaining the potted plants in healthy, clean and aesthetically pleasing condition, complete as per the directions of the engineer-in-charge. the cost of plants, pots, good earth, manure, fertilizers, insecticides and pesticides shall be supplied by the department free of cost. the contractor shall arrange all labour, supervision, tools, tackles, equipment, transportation and other incidental items required for satisfactory execution of the work. the contractor shall deploy minimum one (01) mali for every 750 potted plants or part thereof under maintenance throughout the contract period. any fraction of 750 pots shall be considered as a full unit for the purpose of manpower deployment. the quoted rate shall be deemed to include the cost of deployment of the required manpower, supervision, tools and equipment necessary for execution of the work. in case of deployment of less than the stipulated number of malis, recovery at the rate of rs. 800/- (rupees eight hundred only) per day per mali shall be made from the ............ please refer boq item no.4 at boq page no. 4 of atc document., providing services for pruning, trimming, crown reduction, canopy shaping and removal of dead, diseased, damaged, obstructing or overgrown branches of fully grown trees at various locations within airport premises, including climbing arrangements, cutting of branches, collection, loading, transportation and disposal of cut branches, leaves and other generated horticultural waste at designated locations within airport premises, complete as per the directions of the engineer-in-charge. the contractor shall arrange all labour, supervision, safety equipment, ropes, ladders, tools and plants, machinery and all other accessories required for safe and satisfactory execution of the work. note- pruning, trimming and shaping of trees located within lawn and landscaped areas, which are covered under the respective garden maintenance items, shall not be measured or paid separately under this item. special conditions- the contractor shall permanently deploy and maintain in good working condition at site throughout the contract period- minimum 02 (two) nos. electric/diesel/petrol chain saws, and all necessary tools, safety gear and equipment required for tree pruning operations. in case of failure to provide the required chain saws in working condition, recovery at the rate of rs. 500/- (rupees five hundred only) per day per chain saw shall be made from the contractors bills for the period of default. all pruning operations shall be carried out in accordance with sound arboricultural practices and as directed by the engineer-in-charge, ensuring safety of airport infrastructure, vehicles, personnel and passengers. nothing extra shall be paid on account of labour, transportation, machinery, fuel, safety arrangements, tools and plants or disposal of cut materials within airport premises., supplying, transporting, unloading and stacking well-decomposed cow dung manure at the specified site, including all royalties, taxes, duties, carriage, loading, unloading, handling, and all leads and lifts complete, as per the directions and satisfaction of the engineer-in-charge. note- the quantity of cow dung manure measured in stacks at site shall be reduced by 8% towards shrinkage and settlement for the purpose of payment., supplying and delivering urea fertilizer conforming to relevant is specifications, in manufacturers original sealed packing of 45 kg per bag, at the specified site, including loading, unloading, transportation, handling, stacking and all incidental charges complete, as per the directions and satisfaction of the engineer-in-charge., supplying and delivering di-ammonium phosphate (dap) fertilizer conforming to relevant is specifications, in manufacturers original sealed packing of 50 kg per bag, at the specified site, including loading, unloading, transportation, handling, stacking and all incidental charges complete, as per the directions and satisfaction of the engineer-in-charge., supplying and delivering good quality vermicompost, in manufacturers original sealed packing of 40 kg per bag, at the specified site, including loading, unloading, transportation, handling, stacking and all incidental charges complete, as per the directions and satisfaction of the engineer-in-charge., supplying and placing decorative roto-moulded square garden planter of make gardens need or equivalent of size 18 inch (approx. 45.72 cm) with matching bottom tray, made of virgin lldpe (linear low-density polyethylene) material, uv stabilized and weather resistant, suitable for indoor and outdoor horticultural applications. the planter shall be of robust roto-moulded construction, non-toxic, crack resistant, fade resistant and capable of withstanding varying climatic conditions. the surface finish shall be of premium decorative marble / stone effect in approved shades such as white marble, grey marble, sandstone, and similar finishes as approved by the engineer-in-charge. reference image is attached in technical specifications. the planter shall be square in shape with proper base support and drainage arrangement for healthy plant growth. the item shall include all cost towards material, manufacturing, transportation, loading, unloading, handling, stacking and placing at site in position complete as per approved sample and direction of engineer-in-charge., supplying and placing decorative roto-moulded round garden planter of make gardens need or equivalent with matching bottom tray, size 17 inch (approximately 43.18 cm diameter), made of virgin lldpe (linear low-density polyethylene) material, uv stabilized and weather resistant, suitable for indoor and outdoor horticultural applications. the planter shall be of robust roto-moulded construction, non-toxic, crack resistant, fade resistant and suitable for long-term exposure to varying climatic conditions. the finish shall be premium decorative marble/stone effect in approved shades such as white marble, grey marble, sandstone and other similar finishes as approved by the engineer-in-charge. reference image is attached in technical specifications. the planter shall be round in shape with a properly designed base and drainage arrangement, complete with a matching bottom tray of same material, same colour and finish to collect excess water and avoid spillage. the item shall include all cost of materials, manufacturing, transportation, loading, unloading, handling, stacking and placing at site in position, complete as per approved sample and directions of the engineer-in-charge., supplying and placing decorative roto-moulded square garden planter of make gardens need or equivalentof size 22 inch (approximately 55.88 cm) with matching bottom tray, made of virgin lldpe (linear low-density polyethylene) material, uv stabilized, weather resistant and suitable for indoor and outdoor horticultural applications. the planter shall be of robust roto-moulded construction, non-toxic, crack resistant, fade resistant and capable of withstanding adverse climatic conditions. the surface finish shall be premium decorative marble/stone/granite effect in approved shades such as white marble, grey marble, sandstone, granite marble and other similar finishes as approved by the engineer-in-charge. reference image is attached in technical specifications. the planter shall be square in shape with a stable base and proper drainage arrangement to ensure healthy plant growth and avoid water stagnation. the item shall include all cost towards material, manufacturing, transportation, loading, unloading, handling, stacking and placing at site in position complete as per approved sample and direction of engineer-in-charge., supplying and placing decorative roto-moulded round garden planter of make gardens need or equivalent of size 14 inch (approximately 35.56 cm diameter) with matching bottom tray, made of fresh virgin lldpe (linear low-density polyethylene) material, uv stabilized, weather resistant and suitable for indoor and outdoor horticultural applications. the planter shall be of robust roto-moulded construction, non-toxic, crack resistant, fade resistant and capable of withstanding adverse climatic conditions. the surface finish shall be premium decorative marble/stone effect in approved shades such as white marble, grey marble, sandstone, granite marble and other similar finishes as approved by the engineer-in-charge. reference image is attached in technical specifications. the planter shall be round in shape and shall be provided with a matching bottom tray of same material, same colour and finish to collect excess water and prevent spillage. the item shall include all cost towards materials, manufacturing, transportation, loading, unloading, handling, stacking and placing at site in position complete as per approved sample and direction of engineer-in-charge., supplying and placing decorative roto-moulded rectangular garden planter of make gardens need or equivalent of size 24 inch (approximately 60.96 cm) with matching bottom tray, made of fresh virgin lldpe (linear low-density polyethylene) material, uv stabilized, weather resistant and suitable for indoor and outdoor horticultural applications. the planter shall be of robust roto-moulded construction, non-toxic, crack resistant, fade resistant and capable of withstanding adverse climatic conditions. the surface finish shall be premium decorative marble/stone effect in approved shades such as white marble, grey marble, sandstone, marble stone, grey granite marble and other similar finishes as approved by the engineer-in-charge. reference image is attached in technical specifications. the planter shall be rectangular in shape with a stable base and proper drainage arrangement to ensure healthy plant growth and avoid water stagnation. the item shall include all cost towards material, manufacturing, transportation, loading, unloading, handling, stacking and placing at site in position complete as per approved sample and direction of engineer-in-charge., providing labour, materials, tools and plants, equipment, transportation and all other incidental arrangements required for execution of horticulture and landscaping works as per site requirements under relevant items of cpwd dsr horticulture and landscaping 2025, complete in accordance with cpwd specifications, latest amendments, and directions of the engineer-in-charge. a provisional amount of rs. 600000.00 (rupees six lakh only) excluding gst has been kept under this item for execution of works under cpwd dsr horticulture and landscaping 2025. ............ please refer boq item no.15 at boq page no. 9 of atc document.


Tender Value : 0
Due Date : Jul 29, 2026
T18 Ref No : 16121822
live Tender
Location : bardhaman , west bengal
Source : GEM Tenders
live Tender

tender for supply laying testing and connecting xlpe sheathed pvc insulated screened pvc size 3.5 core 240 sqmm complete all as specified and as directed. , supply installation testing and commissioning of silent type diesel engine driven generating set with governing class g2 including sound reducing canopy sound level not more than 75db , m and l earthing complete with gi steel earth plate electrode of size 600mm x 600mm x 6mm thick burried directly in ground earth pit not less than 2.25mtr , excavating in trenches not exc. 1.50 mtr wide and not exc. 1.50 mtr in depth getting out in soft loose soil complete all as specified and as directed. , returning filling in including spreading levelling watering and well ramming in layers not exc. 250mm in soft loose soil complete all as specified and as directed. , removing excavated materials soils not exc. 50.00 mtr and depositing where directed at a level not exc. 1.50 mtr above the starting point in soil complete all as specified and as directed. , m and l sand cushioning dry in trenches for protection of ug cables below above and around the ug cable laid in trenches of 230mm , m and l for fly ash bricks locally available laid dry width wise across the line of cable in trenches for protection of ug cable complete all as specified and as directed. , s and f galvanised iron pipe 80mm bore dia light grade for protection of ug cable laid in floors road crossing , s and f hdpe dwc double walled corrugated of diameter 90 mm including disconnection and connection of cable , material and labour for manufacturing installation testing and commissioning of factory made and tested cpri approved amf , m and l for surface excavation n.exc not exceeding 30 cm deep and averaging 15cm deep , m and l for hardcore using broken stone or boulders of gauge n exc. 63 mm deposited spread and levelled in layers n exc. 15 cm thick , m and l for cement concrete in foundations filling and mass concrete type d2 1 4 8 , m and l for pcc 1 2 4 type b1 using 20mm grade aggregate as in coping for pole inclduing form work , m and l for excavating in post holes or similar holes each n exc 0.5 cu. m getting out returning filling in and ramming earth , s and f for steel work in tubular trusses cloumn purlin including special shaped washer nut bolt etc. , s and f prepainted galvalume aluminum zinc coating gi based plain steel sheet 0.50mm thick , m and l for preparation of steel surfaces of any description over 10 cm , m and l for machine pressed precast concrete interlocking paver block any shape and size confirming to is 156582006 , providing and laying at or near ground level factory made kerb stone of m25 grade , m and l for preparation of concrete kerb stone or plaster surface of any description not otherwise described over 10cm , s and f 4pole 630 amp changeover switch with enclosure suitable for 415 v ac 3phase 4 wire , wrecking crow bar or claw bar as per is 706 (q3), supply, laying, testing and connecting xlpe sheathed,pvc insulated screened pvc bedded,galvanised steel strip of wire armoured electric power cable heavy duty with stranded aluminium conductor 1100 volt grade of size 3.5 core 240 sqmm complete all as specified and as directed., supply, installation testing and commissioning of silent type diesel engine driven generating set with governing class g2 including sound reducing canopy (sound level not more than 75db at a distance of 1 mtr) 14 guage as per guidelines issued by central pollution control board (cpcb ivplus, 4plus), 415 volts, 3 phase, 50 hz supply complete, control panel suitable for giving an output of 250 kva and alternator of suitable capacity and rpm coupled with each other with flexible coupling mounted on anti vibration pads on foundation as recommended by manufacturer. the dg set shall comprise of self starter with batteries, turbocharger, water cooler and comprising all standard fittings, fixtures & all piping etc. as below (a) alternator directly coupled with engine and suitable to produce 415 volts, 3 phase, 4 wire system, 50 hz, 0.8 pf 1500 rpm of capacity 250 kva all as per is 13364 and upto date amendments with h class insulation, self excited, self regulated, screen protected drip proof type with two end shield ball / roller bearing with damper winding in each pole, complete all as specified and directed. (b) engine water cooled diesel engine (cpcb norms iv compliance) developing 105 bhp having self start engine (including batteries with provision of charging the batteries and leads) suitable to drive above specified alternator complete with foundation (foundation design as per oem) as per is 10001/10002, coupled directly through flexible coupling, multi cylinder four stroke, cold starting, 1500 rpm industrial type as per bs 649 or is 1601 with ai electronic governor suitable to regulate speed of dg set from no load to full load complete with fuel tank of capacity as per manufacturer s recommendation, fuel lines, exhaust pipe duly insulated with asbestos rope and with support and silencer muffiers etc. for continuous operation and standard accessories, sump pre heaters, cold start kit etc., m&l earthing complete with gi steel earth plate electrode of size 600mm x 600mm x 6mm thick, burried directly in ground, earth pit not less than 2.25mtr deep below normal ground level with top edge of earth plate not less than 1.5 mtr below normal ground level, connected to the galvanised iron strip of size 25x4mm by means of bolts, nuts, check nuts and washers of galvanised steel and earth lead protected by provision of 40mm bore gi pipe medium grade and including provision of concrete pit in pcc 1 2 4 type b 1 (using 20mm grade crushed stone aggregate) with 40mm thcik rcc (type b 1) cover reinforced with 8mm dia tmt bar both ways with 12mm dia round bar handle and frame of angle iron 25x25x3mm with lugs 02 nos and 20mm bore gi light grade watering pipe with funnel and wiremesh and filling common salt and charcol and test point with fixing arrangements and including necessary excavation in any type of soil, returning filling in and removing excavated soil to a distance of 50mtr from the site, complete all as shown on electrical plate no 3 of mes ssr part i and directed., excavating in trenches not exc. 1.50 mtr wide and not exc. 1.50 mtr in depth, getting out in soft / loose soil, complete all as specified and as directed., returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 250mm in soft/loose soil, complete all as specified and as directed., removing excavated materials (soils) not exc. 50.00 mtr and depositing where directed at a level not exc. 1.50 mtr above the starting point in soil, complete all as specified and as directed., m&l sand cushioning (dry) in trenches for protection of ug cables (below, above and around the ug cable laid in trenches) of 230mm spread thickness and consolidated (punned) upto 180mm thickness, complete all as specified and as directed. (note for the purpose of payment, punned thickness of sand cushioning only shall be measured and paid)., m&l for fly ash bricks locally available laid dry width wise across the line of cable in trenches for protection of ug cable, complete all as specified and as directed., s&f galvanised iron pipe 80mm bore (dia) light grade for protection of ug cable, laid in floors/ road crossing, fixing to pole with mild steel clamps, nuts, bolts, etc., complete all as specified and as directed., s & f hdpe dwc (double walled corrugated) of diameter 90 mm including disconnection and connection of cable near panel/oh for pipe fixing including joints complete all as directed., material and labour for manufacturing, installation testing and commissioning of factory made and tested, cpri approved amf panel for 250 kva dg set, indoor type, weather, vermin proof, free standing floor mounting type mounted of floor/over the duct, with required mounting channel, cable alley for all the feeders, suitable for 440 volts, 3 phase 4 wire 50hz ac supply system, conforming to is 5039, ip54 class protection and made of 3mm crca mild steel sheet with 50x 50x6mm angle iron frame, hinged doors, front & rear opeing and locking arrangement with necessary bus bar arrangment with insulated al. bus bar 1000 amps rating for phase & neutral, 4 strips, installed on epoxy insulators housed in separated bus chambers covered with heat shrinkable sleeves with necessary bus bar tapings for mccb with suitable capacity of al. bus bar strips including heat shrinkable sleeves, and providing extended bus bars with chember arrangement for outgoing cables, copper control wiring of required size for instruments including necessary pcc in 1 2 4 type b1 using 20mm graded stone aggregate for platform of suitable size , prewired with copper cable of suitable size all as standard practice of manufacturer specifications with the following acessories incomer1 & 2 (main & dg) (a) busbars 1000a tpn 415volts 3phase 4 wire color coaded aluminium busbars 1 lot (b) mccb 630a fp edo 50ka microprocessor based ( o/c, s/c & e/f) release with motor, closing & shunt, aux. contact 4noplus4nc 2 nos. (c) amf relay (econ) 1 nos. (i) digital ammeter 1 nos. (ii) digital voltmeter 1 nos. (iii) ct 1000/5a cl1 10va 1 nos (iv) phase indication light red 230v ac 1 nos. (v) phase indication light yellow 230v ac 1 nos. (vi) phase indication light blue 230v ac 1 nos. (vii) indication lamp 22mm dia color red 240v ac (on) 2 nos. (viii) indication lamp 22mm dia color green 240v ac (off) 2 nos. (ix) indication lamp 22mm dia color amber 240v ac (trip) 2 nos. etc., m&l for surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed., m&l for hardcore using broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, all as specified and as directed., m&l for cement concrete in foundations, filling and mass concrete type d2 1 4 8 (using 40mm grade aggregate), m&l for pcc 1 2 4 type b1 (using 20mm grade aggregate) as in coping for pole inclduing form work and finishing the surfaces even and smooth etc complete all as specified and directed., m&l for excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/loose soil complete all as specified and as directed., s & f for steel work in tubular trusses, cloumn, purlin including special shaped washer, nut, bolt etc. complete using erw or induction butt welded tubes conforming to i.s.1161 1979 grade st.240 complete all as specified., s&f prepainted galvalume aluminum zinc coating gi based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified, m & l for preparation of steel surfaces of any description over 10 cm in width or girth not otherwise described and two coat of synthetic enamel paint over one coat of red oxide complete all as specified, m&l for machine pressed precast concrete interlocking paver block any shape and size confirming to is 156582006 of 60 mm thickness, m35 grade with grey cement and pigment all as specified and directed., providing and laying at or near ground level factory made kerb stone of m25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1 3 (1 cement 3 coarse sand), including marking joints with or without grooves (thickness of joints except at sharp curve shall not more that 5mm), including making drainage opening wherever required complete as specified and as directed., m&l for preparation of concrete kerb stone or plaster surface of any description not otherwise described over 10cm width or girth and applying two coat of water based floor coat paint emulsion over one coat of self priming coat emulsion by diluting with 30% to 40% water complete all as specified and directed by engrincharge., s&f 4pole, 630 amp changeover switch with enclosure, suitable for 415 v ac, 3phase, 4wire, 50 hz system, for changeover between main supply and dg set. the switch shall be heavyduty, onload type conforming to is/iec 609473, with silver alloy contacts and adequate breaking capacity. the unit shall be mounted on a sturdy angle iron frame fixed over pcc block with necessary nuts, bolts and support structure. terminals shall be suitable for cable/busbar connection and provision for safe manual operation (or motorised operation, if required) shall be included complete with all accessories, mounting hardware all as specified and directed.


Agency / Dept : indian army
Tender Value : 0
Due Date : Jul 17, 2026

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T18 Ref No : 16121823
live Tender
Location : bardhaman , west bengal
Source : GEM Tenders
live Tender

tender for dismantling and taking down of old unserviceable air termination rod of any type and any size complete. , supply and fix air termination single pointed aluminium rod 12mm dia and 300mm long fixed on aluminium strip etc. , supply and fix air termination single pointed copper rod 12mm dia and 300mm long fixed on aluminium strip etc. , dismantling and taking down of old unserviceable test point terminal block of any type and any size complete. , supply and fix test point terminal block made of gun metal or phosphorous bronze size 75 x 75 x 25 mm drilled etc. , dismantling and taking down of old unserviceable earthing lead strips of any type and any size complete. , materials and labour for earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground etc. , mandl for brazing gas welding for existing copper gi earthing strip joints by removing nuts and bolts etc. , dismantling and taking down of old unserviceable gi hdpe pipe of any type and any size complete. , supply and fixing gi tubing 40 mm bore light grade with all fittings laid in trenches or fixed to wall etc. , mand l for making holes in bricks stones pcc block wall masonary in building for passing of earthing strip etc. , supply and fix high density polythelene pipes hdpe 40mm dia for insulation of earth strip from building etc. , supply and fix white porcelain ceramic insulator with nut bolt and washers for fixing earthing strip etc. , mandl for pcc 1 3 6 type c 1 using 20mm graded aggregate for pcc for mounting gi pipe of lightening conductor complete all as specified and directed. , dismantling and taking down of old unserviceable earthing of any type complete. , materials and labour for earthing with galvanised earth plate electrode 600 x 600 x 6 mm thick burried directly in ground etc. , supply and installation of advance encasulated compound based cpri tested maintenance free pipe in pipe technology etc. , materials and labour for earthing with copper earth plate electrode 600 x 600 x 3.15 mm thick burried directly in ground etc. , dismantling and taking down of old unserviceable earthing pits of any type complete. , supply and fix in repair s frp earth pit cover heavy duty of minimum size 13 inch for earthing etc. , wrecking crow bar or claw bar as per is 706 (q3), dismantling and taking down of old unserviceable air termination rod of any type and any size complete., supply and fix air termination, single pointed, aluminium rod 12mm dia and 300mm long fixed on aluminium strip for earth conductivity to ground, complete all as directed by engineer in charge., supply and fix air termination, single pointed, copper rod 12mm dia and 300mm long fixed on aluminium strip for earth conductivity to ground , complete all as directed by engineer in charge., dismantling and taking down of old unserviceable test point terminal block of any type & any size complete., supply and fix test point terminal block made of gun metal or phosphorous bronze, size 75 x 75 x 25 mm , drilled and screwed including 3 nos. 8 mm dia. 25 mm long hexagonal head screws including ms box 2 mm thick of suitable size for protection of test point terminal , complete all as specified and as directed., dismantling and taking down of old unserviceable earthing lead/strips of any type & any size complete., materials and labour for earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required for 20x3 copper strip using porcelain clit/post insulators, complete all as specified and as directed., materials and labour for earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required for 32x6 galvanised iron strip using porcelain clit/post insulators including taking out old u/s galvanised iron strip, complete all as specified and as directed., materials and labour for earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required for 25x4 galvanised iron strip using porcelain clit/post insulators including taking out old u/s galvanised iron strip, complete all as specified and as directed., materials and labour for earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required for 25 x 3 mm alumunium strip using porcelain clit/post insulators including taking out old u/s alumunium strip, complete all as specified and as directed., m&l for brazing /gas welding for existing copper/gi earthing strip joints by removing nuts and bolts complete all as specified and directed., dismantling and taking down of old unserviceable gi/hdpe pipe of any type & any size complete., supply and fixing gi tubing, 40 mm bore, light grade with all fittings laid in trenches or fixed to wall including taking down of existing pipes and removal from site, complete all as specified and as directed., m& l for making holes in bricks/stones/pcc block wall masonary in building for passing of earthing strip including making good to match existing surface complete all as specified and directed., supply and fix high density polythelene pipes (hdpe) 40mm dia for insulation of earth strip from building at entry points incl taking out old u/s pipes, complete all as specified and as directed., supply and fix white porcelain ceramic insulator with nut, bolt and washers for fixing earthing strip on wall/ceiling/roof incl taking out old unserviceable porcelain ceramic insulator ,complete all as specified and as directed., m&l for pcc 1 3 6 type c 1 using 20mm graded aggregate for pcc for mounting gi pipe of lightening conductor complete all as specified and directed., dismantling and taking down of old unserviceable earthing of any type complete., materials and labour for earthing with galvanised earth plate electrode 600 x 600 x 6 mm thick burried directly in ground (earth pit not less rhan 2.25 m deep below normal ground level) with top edge of plate not less than 1.5 m below normal ground level, the earth plate surrounded by alternative layer of charcoal dust and salt with thickness of 150 mm to a packed thickness of 150 mm on all sides with and including necessary excavation earth work returing filling in and removal of surplus soil upto 50 m including galvanised iron strip 25x4 mm bolted and reverted to earth plate at one end and connected to continuous gi strip encased in and including 40 mm dia gi light grade protection pipe, 20 mm dia medium grade watering pipe with all fittings from top edge of earth plate upto 2400 mm above ground level fixed and including 25x 3 mm gi clamp bolts nuts and washer, funnel, wiremesh, pcc (1 3 6) type c1 earthing pit, 75 mm thick rcc cover slab reinforced with 8 mm dia tmt bar 100 c/c both ways including taking out old unserviceable earthing, complete all as specified and as directed. note (i) if the desired earth resistance is not found, earthing shall be redone by the contractor at no extra cost to the department. (ii) testing to be carried out by the contractor, entered in the eath testing register, prepared and to be maintained by the contractor & submited to department. (iii) t&p and testing instrument(earth tester) to be provided by the contractor at own cost. (iv) quoted rate shall be deemed to include the cost of gi strip upto a distance of 7.5 metres from the earth plate. strip required beyond the length shall be measured and paid separately, materials and labour for earthing with galvanised earth plate electrode 600 x 600 x 6 mm thick burried directly in ground (earth pit not less rhan 2.25 m deep below normal ground level) with top edge of plate not less than 1.5 m below normal ground level, the earth plate surrounded by alternative layer of charcoal dust and salt with thickness of 150 mm to a packed thickness of 150 mm on all sides with and including necessary excavation earth work returing filling in and removal of surplus soil upto 50 m including galvanised iron strip 32x6 mm bolted and reverted to earth plate at one end and connected to continuous gi strip encased in and including 40 mm dia gi light grade protection pipe, 20 mm dia medium grade watering pipe with all fittings from top edge of earth plate upto 2400 mm above ground level fixed and including 25x 3 mm gi clamp bolts nuts and washer, funnel, wiremesh, pcc (1 3 6) type c1 earthing pit, 75 mm thick rcc cover slab reinforced with 8 mm dia tmt bar 100 c/c both ways including taking out old unserviceable earthing, complete all as specified and as directed. note. (i) if the desired earth resistance is not found, earthing shall be redone by the contractor at no extra cost to the department. (ii) testing to be carried out by the contractor, entered in the eath testing register, prepared and to be maintained by the contractor & submited to department. (iii) t&p and testing instrument(earth tester) to be provided by the contractor at own cost. (iv) quoted rate shall be deemed to include the cost of gi strip upto a distance of 7.5 metres from the earth plate. strip required beyond the length shall be measured and paid separately., supply & installation of advance encasulated compound based cpri tested maintenance free,pipe in pipe technology upgrated (zinc & alloy coated),zinc coated (80 100) micron with pure zinc (99.9%) & alloy coating (200 250) microns.earthing sysrem confirming is 3043.the outer & inner pipe should be 76.2 mm & 41.9 mm dia.3mtrs lenght,zinc coated with additional special alloy coating 300mm on the topside for additional protection of the terminal.the annular space between the pipes being filled up with compact fill(cf)(crystalline conductive compound).the job includes digging the pits and refilling the same by baron electrodite back fill compound(ground enhancer),the bfc should be eco friendly it should not contain environmentally hazardous material /metal having rohs certification from nabl accredited lab.the earth pit should be provided with frp or epcc earth pit cover for protection and safe guard of terminals.in areas where soil condition is bad,good earth i.e.black cotton or moistures normal soil is to be arranged to fill the excavated pits by mixing the arranged soil with bfc 2 4 bags electrodite bfc for installation of earth electrodes.as the earth electrodes is the main component of the earthing system which is in direct contact with the ground and thus provides a etc. (i) if the desired earth resistance is not found, earthing shall be redone by the contractor at no extra cost to the department. (ii) testing to be carried out by the contractor, entered in the eath testing register, prepared and to be maintained by the contractor & submited to department. (iii) t&p and testing instrument(earth tester) to be provided by the contractor at own cost., materials and labour for earthing with copper earth plate electrode 600 x 600 x 3.15 mm thick burried directly in ground (earth pit not less rhan 2.25 m deep below normal ground level) with top edge of plate not less than 1.5 meter below normal ground level, the earth plate surrounded by alternative layer of charcoal dust and salt with thickness of 150 mm to a packed thickness of 150 mm on all sides with and including necessary excavation earth work returing filling in and removal of surplus soil upto 50 mtr including copper strip 20x3 mm bolted and reverted to earth plate at one end and connected to continuous copper strip encased in and including 40 mm dia gi medium grade protection pipe, 20 mm dia medium grade watering pipe with all fittings from top edge of earth plate upto 2400 mm above ground level fixed and including 25x 3 mm gi clamp bolts nuts and washer, funnel, wiremesh, pcc (1 3 6) type c1 earthing pit, 75 mm thick rcc cover slab reinforced with 8 mm dia tmt bar 100 c/c both ways completeall as specified and as directed including testing on completion taking out old unserviceable earthing complete. note (i) if the desired earth resistance is not found, earthing shall be redone by the contractor at no extra cost to the department. (ii) testing to be carried out by the contractor, entered in the eath testing register, prepared and to be maintained by the contractor & submited to department. (iii) t&p and testing instrument(earth tester) to be provided by the contractor at own cost. (iv) quoted rate shall be deemed to include the cost of copper strip upto a distance of 7.5 metres from the earth plate. strip required beyond the length shall be measured and paid separately. (v) the earthing pit should be provided with proper earth pit and pit cover., dismantling and taking down of old unserviceable earthing pits of any type complete., supply and fix in repair s frp earth pit cover heavy duty of minimum size 13 inch for earthing chamber, complete all as specified and as directed by engr in charge.


Agency / Dept : indian army
Tender Value : 0
Due Date : Jul 17, 2026
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Deep Technical Insights & Documentation For Water Filling Work Tenders

Bidding for specific works requires studying strict technical parameters. We provide immediate access to the core documents you need to evaluate the project:

  • Detailed Specifications & Drawings: Download the exact engineering guidelines, material testing standards, and quality benchmarks demanded by the buyer for Water Filling Work.
  • Financial BOQ Spreadsheets: Access the official blank pricing formats where you need to input your unit rates, tax configurations, and total bid value.
  • Real-Time Technical Amendments: If the buying department changes the product specifications, alters the service scope, or shifts the delivery timeline, we instantly update the parent file so you are never caught off-guard.

Winning a contract for Water Filling Work depends entirely on how perfectly your technical capabilities match the buyer’s demands. Even if you have the best product or service, a poorly formatted document or a missing compliance certificate will lead to instant technical rejection. Tender18’s Tender Bidding Service eliminates this risk by taking complete ownership of your digital submission.

Flawless Compliance & Portal Execution For Water Filling Work Tenders

Under this service, Tender18 assigns a Dedicated Experienced Technical Person to your profile. This expert handles the heavy lifting of the entire bidding cycle:

  • Capability Mapping: We thoroughly cross-check your past completion certificates, ISO standard proofs, and financial turnover against the strict eligibility criteria required for Water Filling Work bids.
  • Secure System Integration: Our technical desk seamlessly links your Class III Digital Signature Certificate (DSC) with the required e-procurement servers to securely encrypt your technical and financial envelopes.
  • Error-Free Financial Uploads: We audit your quoted BOQ pricing sheets for any formula or formatting errors before the final upload, ensuring your bid is successfully locked before the portal's closing hours.

Government buyers are aggressively using the Government e-Marketplace (GeM) for the direct procurement of Water Filling Work. If your business profile is not accurately mapped on this portal, you remain practically invisible to these purchasing officers. Recognized as a trusted and expert GeM consultant, Tender18 offers specialized support to build, optimize, and maintain a highly visible vendor account for your business.

With an industry-leading support success ratio of over 95%, we handle the complex marketplace compliance so you can focus entirely on executing your orders

Expert Profile Management & Catalogue

Our dedicated consultants ensure your GeM presence is structurally perfect:

  • Precise Catalogue Listing: We upload and categorize your specific offerings under the exact search terms and parameters used by government buyers looking for Water Filling Work, ensuring maximum search visibility.
  • OEM Dashboard & Assessment: For original manufacturers and creators, we guide you through the mandatory Quality Council of India (QCI) vendor assessments to successfully unlock your official OEM panel.
  • Profile Compliance & Caution Money: We manage your statutory documentation, brand approvals, and caution money limits to keep your account immune from technical suspensions.

Strategic Live Bid Participation

Beyond setup, we actively drive your market participation. Our team expertly handles the digital paperwork and rate configurations for GeM Custom Bids and Reverse Auctions (RA) related to Water Filling Work, maximizing your chances of securing L1 status.

1.

How do I find government contracts exclusively matching my work in Water Filling Work?

The easiest way is through the Tender18 platform. Instead of searching department by department, our system uses advanced keyword matching to gather all live supply, service, and execution tenders related directly to your core business in one place.

2.

Do I need specific testing or quality certificates to apply for these contracts?

It heavily depends on the nature of the work. For supply contracts, buyers often ask for ISO certifications, BIS marks, or specific lab testing reports. For service contracts, they may ask for labor licenses or past performance certificates (work orders).

3.

What is a BOQ and why is it important for my bid?

The Bill of Quantities (BOQ) is the official financial Excel sheet where you enter your competitive prices. Any mistake in this file—like adding extra rows, changing formulas, or saving it in the wrong format—will cause the portal server to reject your entire bid.

4.

Are samples required to be submitted physically before the digital bid opens?

For many product-based Water Filling Work tenders, buying departments do ask bidders to submit physical samples to their office before the digital technical evaluation date. This requirement is always clearly mentioned in the official NIT document.

5.

How does the Dedicated Tender Expert from Tender18 help me?

Our assigned expert manages your total portal compliance. They extract the hidden rules from long tender PDFs, create a precise document checklist for your team, map your digital signature, and securely upload your technical and financial files onto the government servers.

6.

What is the role of a Digital Signature Certificate (DSC)?

A Class III DSC is a secure USB device that contains your digital identity. You cannot upload a bid without it. It is used to securely encrypt and lock your sensitive price data and technical documents so no one can view them before the official opening date.

7.

As an MSME, can I get financial benefits when bidding for Water Filling Work?

Yes, the government strongly supports MSMEs. By uploading a valid Udyam Registration Certificate in the technical envelope, small businesses are frequently exempted from paying the initial Tender Document Fee and the Earnest Money Deposit (EMD).

8.

Why should I list my services or products on GeM for this category?

GeM is now the primary digital marketplace for all government agencies. If you are properly cataloged for Water Filling Work, officers can view your profile and generate direct purchase orders or invite you to participate in exclusive Custom Bids.

9.

What makes Tender18 a reliable GeM support partner?

As a highly trusted and expert GeM consultant, Tender18 holds a proven support success ratio of over 95%. From flawless profile creation and complex catalogue mapping to OEM panel approvals and live Reverse Auction (RA) support, we handle it all seamlessly.

10.

What does "L1" mean in these government contracts?

"L1" stands for "Lowest Bidder 1". In government procurement, after all technical envelopes are approved, the financial sheets (BOQs) are opened. The bidder who has quoted the lowest compliant price for Water Filling Work is declared L1 and is generally awarded the contract