Sales : +917069661818
Sign In
Register Now
Sample Tenders

Filters By:

T18 Ref No
Keyword
State
City
Agency
Tender ID
Due Date
Tender Source
Tender Type
Reset

Rubber flooring repair Tenders List

▼

Latest Rubber flooring repair Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Rubber flooring repair 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 Rubber flooring repair 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 Rubber flooring repair Tender Intelligence & Monitoring

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

We categorize Rubber flooring repair 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 Rubber flooring repair 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 Rubber flooring repair 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 Rubber flooring repair Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Rubber flooring repair 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 Rubber flooring repair Sector in 2026

With the Government of India focusing on digital procurement and infrastructure expansion, the Rubber flooring repair 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 Rubber flooring repair tender alerts?

You can register on Tender18 and select your preferred category. You will receive daily email alerts with all new Rubber flooring repair tenders.

Is EMD mandatory for all Rubber flooring repair tenders?

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

What is the difference between a Rubber flooring repair 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 Rubber flooring repair tenders on Tender18?

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


Get Expert Support for Rubber flooring repair Tenders

Tender18 is more than a listing platform—we are your strategic partner in winning tenders.

Our services include:

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

📞 Call / WhatsApp: +91 7069661818
🌐 Website: www.tender18.com

T18 Ref No : 15486302
live Tender
Location : bikaner , rajasthan
Source : GEM Tenders
live Tender

tender for cabin inner cloth black , special repair 998 fevicol , sheet cellular , leather cloth black , floor mat black rubber, cabin inner cloth black, special repair 998 fevicol, sheet cellular, leather cloth black, floor mat black rubber

Agency / Dept : indian army
Tender Value : 0
Due Date : Jun 02, 2026
View Documents
T18 Ref No : 15476132
live Tender
Location : vemula , andhra pradesh
Source : GEM Tenders
live Tender

tender for earth work in excavation , filling available excavated earth excluding rock , demolishing rcc work , providing and laying in position cement concrete , providing and laying in position specified grade of reinforced cement concrete , supplying and filling in plinth with sand under floors , steel reinforcement for rcc work , centering and shuttering including strutting lif in foundations footings bases of columns , centering and shuttering including strutting lif columns pillars piers abutments posts and struts , dry stone pitching 22 point 5 cm thick , neat cement punning , demolishing brick work , brick work with non modular fly ash bricks , finishing walls with textured exterior paint , finishing walls with 100 percentage premium acrylic emulsion paint , 15 mm cement plaster , random rubble masonry with hard stone , structural steel work riveted bolted or welded in built up , surface dressing of the ground including removing vegetation , removing white or colour wash by scrapping , providing and fixing glass panes with putty and glazing clips in steel doors , providing and fixing glazing in aluminium door window ventilator shutters , providing and fixing aluminium work for doors windows ventilators , providing and fixing gi chain link fabric fencing , providing and fixing ist quality ceramic glazed wall floor tiles , grading roof for water proofing treatment with cement concrete , repair to plaster of thickness 12mm to 20 mm in patche , providing and laying water proofing treatment on roofs of slabs , 0 mm thick factory made polyvinyl chloride pvc door shutter , providing and fixing factory made panel pvc door shutter consisting of frame , providing and fixing on wall face unplasticised rigid pvc rain water pipes , providing mixing and applying sbr polymer , providing and injecting approved grout 2 percentage of weight of cement used modified cement slurry made with non shrink compound in concrete rcc work , providing and injecting approved grout cement slurry made with shrinkage compensating cement in concrete rcc work , providing and injecting approved grout epoxy injection grout in concrete rcc work of approved make , providing laying spreading and compacting graded stone aggregate, repair works at intake well intermediate pumping station at parnapalle of tummalapalle, earth work in excavation by mechanical means hydraulic excavator manual means over areas exceeding 30 cm in depth 1 point5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1 point 5 m as directed by engineer in charge all kinds 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 up to 50 m and lift upto 1 point 5 m as per direction of engineer in charge, demolishing rcc work manually by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1 isto3 isto 6 1 cement 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size as per direction of engineer in charge, providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement all work up to plinth level 1 isto1 point 5 isto 3 1 cement 1 point 5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size, supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete, steel reinforcement for rcc work including straightening cutting bending placing in position and binding all complete above plinth level and below plinth level thermo mechanically treated bars of grade fe 500d or more, centering and shuttering including strutting propping etc and removal of form as per directions of engineer in charge at all leads and lif in foundations footings bases of columns all the below plinth level etc, centering and shuttering including strutting propping etc and removal of form as per directions of engineer in charge at all leads and lif columns pillars piers abutments posts and struts all the above plinth level, dry stone pitching 22 point 5 cm thick including supply of stones and preparing surface complete, neat cement punning, demolishing brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge15 point 7 point 4 in cement mortar, brick work with non modular fly ash bricks conforming to is12894 class designation 10 average compressive strength in super structure above plinth level up to floor v level in, finishing walls with textured exterior paint of required shade 13 point 45 point 1 new work two or more coats applied 3 point 28 ltr per10 sqm over and including priming coat of exterior primer applied 2 point 20kg 10 sqm, finishing walls with 100 percentage premium acrylic emulsion paint having voc less than 50 gm per litre and uv resistance as per is 15489 2004 alkali and fungal resistance dirt resistance exterior paint of required shade company depot tinted with silicon additive new work two or more coats applied 1 point 43 litre per10 sqm over and including priming coat of exterior primer applied 0 point 90 litre per10 sqm, 15 mm cement plaster with mix 1isto 6 1 cement 6 fine sand at all heights and lead as per directions of engineer in charge, random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1isto 6isto12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with 1 cement mortar 1 isto 6 1 cement 6 coarse sand, structural steel work riveted bolted or welded in built up sections trusses and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete, surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 500m all kinds of soil up to all lead and lift including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc complete including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing glass panes with putty and glazing clips in steel doors windows clerestory windows all complete with 4 point 0 mm thick glass panes including cost of labor tools and tackles taxes etc complete as per the architectural drawings including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing glazing in aluminium door window ventilator shutters and partitions etc with epdm rubber neoprene gasket etc with float glass panes of 4 point 0 mm thickness weight not less than 10 kg per sqm including cost of labor tools and tackles taxes etc complete as per the architectural drawings and the directions of engineer in charge, providing and fixing aluminium work for doors windows ventilators and partitions with extruded built up standard tubular sections appropriate z sections and other sections of approved make conforming to is 733 and is 1285 fixing with dash fasteners of required dia and size including necessary filling up the gaps at junctions ie at top bottom and sides with required epdm rubber neoprene gasket etc aluminium sections shall be smooth rust free straight mitred and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing paneling cp brass stainless steel screws all complete as per architectural drawings glazing paneling and dash fasteners to be paid for separately anodised aluminium anodised transparent or dyed to requied shade according to is 1868 minimum anodic coating of grade ac 15 including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing gi chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts bolts and washers as required complete as per the direction of engineer in charge made of gi wire of dia 4 mm including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing ist quality ceramic glazed wall floor tiles conforming to is 15622 thickness to be specified by the manufacturer of approved make, in all colours shades except burgundy bottle green black of any size as approved by engineer in charge in skirting risers of steps and dados over 12 mm thick bed of cement mortar 1 isto 3 1 cement 3 coarse sand and jointing with grey cement slurry 3 point 3kg per sqm including pointing in white cement mixed with pigment of matching shade complete at all leads and lifts as per directions of engineer in charge, grading roof for water proofing treatment with cement concrete 1 ratio 2 ratio4 1 cement 2 coarse sand 4 graded stone aggregate 20mm nominal size including mixing water proofing compound as per manufacturers specifications and directions of engineer in charge, repair to plaster of thickness 12mm to 20 mm in patches of area 2 point 5 sqm and under including cutting the patch in proper shape raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar including disposal of rubbish all complete as per the direction of engineer in charge, providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a after surface preparation first layer of slurry of cement 0 point 488 kg per sqm mixed with water proofing cement compound 0 point 253 kg per sqm b laying second layer of fibre glass cloth when the first layer is still green overlaps of joints of fibre cloth should not be less than 10 cm c third layer of 1 point 5 mm thickness consisting of slurry of cement 1 point 289 kg per sqm mixed with water proofing cement compound 0 point 670 kg per sqm and coarse sand 1 point 289 kg per sqm this will be allowed to air cure for 4 hours followed by water curing for 48 hours the entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around d fourth and final layer of brick tiling with cement mortar which will be paid for separately for the purpose of measurement the entire treated surface will be measured, 30 mm thick factory made polyvinyl chloride pvc door shutter made of styles and rails of a upvc hollow section of size 60x30 mm and wall thickness 2 mm pluse or minus 0 point 2 mm with inbuilt decorative moulding edging on one side the styles and rails mitred and joint at the corners by means of ms galvanised plastic brackets of size 75x220 mm having wall thickness 1 point 0 mm and stainless steel screws the styles of the shutter reinforced by inserting galvanised ms tube of size 25x20 mm and 1 mmpluse or minus 0 point 1 mm wall thickness the lock rail made up of h section a upvc hollow section of size 100x30 mm and 2 mm pluse or minus 0 point 2 mm wall thickness fixed to the shutter styles by means of plastic galvanised ms u cleats the shutter frame filled with a upvc multi chambered single panel of size not less than 620 mm having over all thickness of 20 mm and 1 mm pluse or minus 0 point 1 mm wall thickness the panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised ms rod and fastened with nuts and washers complete as per manufacturers specification including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing factory made panel pvc door shutter consisting of frame made out of ms tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top and bottom rails ms frame shall have a coat of steel primers of approved make and manufacture ms frame covered with 5 mm thick heat moulded pvc c channel of size 30 mm thickness 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick 95 mm wide pvc sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide pvc sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail top bottom and lock rails shall be provided both side of the panel 10 mm 5 mm x 2 thick 20 mm wide cross pvc sheet be provided as gap insert for top rail and bottom rail paneling of 5 mm thick both side pvc sheet to be fitted in the ms frame welded sealed to the styles and rails with 7 mm 5 mm 2 mm thick x 15 mm wide pvc sheet beading on inner side and joined together with solvent cement adhesive an additional 5 mm thick pvc strip of 20 mm width is to be stuck on the interior side of the c channel using pvc solvent adhesive etc complete as per direction of engineer in charge manufacturers specification and drawing 30 mm thick plain pvc door shutters including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is 13592 type including jointing with seal ring conforming to is 5382 leaving 10 mm gap for thermal expansion i single socketed pipes, providing mixing and applying sbr polymer of approved make modified cement mortar in proportion of 1 isto 4 1 cement 4 graded coarse sand with polymer minimum 2 percentage by wt of cement used as per specifications and directions of engineer in charge note measurement and payment the pre measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding tapping with a blunt metal instrument and or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 n per sqmm2 25 mm average thickness in 2 layers, providing and injecting approved grout in proportion recommended by the manufacturer into cracks honey comb area of concrete masonry by suitable gun pump at required pressure including cutting of nipples after curing etc complete as per directions of engineer incharge the payment shall be made on the basis of actual weight of approved grout injected stirrer mixed acrylic polymer of approved make 2 percentage of weight of cement used modified cement slurry made with non shrink compound in concrete rcc work, providing and injecting approved grout in proportion recommended by the manufacturer into cracks honey comb area of concrete masonry by suitable gun pump at required pressure including cutting of nipples after curing etc complete as per directions of engineer incharge the payment shall be made on the basis of actual weight of approved grout injected stirrer mixed sbr polymer of approved make modified cement slurry made with shrinkage compensating cement in concrete rcc work, providing and injecting approved grout in proportion recommended by the manufacturer into cracks honey comb area of concrete masonry by suitable gun pump at required pressure including cutting of nipples after curing etc complete as per directions of engineer incharge the payment shall be made on the basis of actual weight of approved grout injected epoxy injection grout in concrete rcc work of approved make, providing laying spreading and compacting graded stone aggregate size range 53 mm to 0 point 075 mm to wet mix macadam wmm specification including premixing the material with water at omc in for all leads and lifts laying in uniform layers with mechanical paverfinisher in sub base base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density complete as per specifications and directions of engineer incharge

Agency / Dept : uranium corporation of india limited UCIL
Tender Value : 4584011.75
Due Date : Jun 12, 2026
View Documents
T18 Ref No : 15507632
live Tender
Location : almora , uttarakhand
Source : GEM Tenders
live Tender

tender for civil work for synthetic hockey court with sub base for hockey court , laying of artificial grass with installation of artificial grass , provision of hockey goal post , chain link fencing , floodlights, six a side hockey grounds, civil work for synthetic hockey court soil treatment excavation of ground up to a depth of 06 inch from the ground stop removing all weeds and grass from its roots of the ground area stop removing of excavated soil bracket start if required bracket stop full treatment of soil with anti-termite chemical bracket start making 9 inch deep holes spaced 12 inch apart bracket closed and injecting the approve chemicals and plugging the holes with cement mortar stop sub base for hockey court supply and rolling on aggregate stone dust compacted with 8 ton roller. stone size isto 60 - 40 mm comma 20-12-6 mm stop total thickness 6 inch comma providing and fixing of 6 inch rating oblique to wall 1 inch height comma 3 inch above the floor level stop wall skirting all around the volleyball court providing open saucer drain 6 inch to 9 inch width in slope on the lower side for water drainage stop appropriate slope for water flow inside the court stop grading of area up to 7 ft around outside the court along the curbing with filling of soil and gradual slope stop the base should be protected with foundation wall to avoid wash away stop, laying of artificial grass laying of artificial grass of as per fih standards fifteen mm artificial grass having straight monofilament with silica sand and joint by sewn seams bracket start including all markings bracket closed marking as applicable comma installation of artificial grass spreading of the turf sewing of the joint turf is ninety nine percent sewn installation comma gluing of rolls shall not be acceptable comma minimum gluing will only be permitted to repair problem areas stop all seems shall be sewn using double bagger stitches and polyester thread or comma in the case of gluing comma adhered using seaming tape and high grade adhesive bracket start per the manufactures standard procedures bracket closed stop seams shall be flat comma tight and permanent with no separation of frying comma specification of infill material silica sand the turf is to be filled with a dressing layer of rubber and silica sand infill stop the infill should be combination of rubber granules and silica sand layered between the turf fibers and backing stop river sand is not to be used as it breaks down to powder after prolonged use size specifications for silica sand zero point five mm less than d five zero less than zero point seven mm comma or zero point 37mm less than d ten less than zero point 45mm one point 35 less than d six o oblique d ten less than one point sixty five zero point ninety less than d 230 less than one point ten d one zero d six zero where d multiply represents the grain size for which multiply percentage of the bracket vi bracket closed rubber is smaller that is comma if d five zero isiqulato zero point seven mm comma this means that 50 percentage of grains bracket start by weight bracket closed are smaller than zero point seven mm point, provision of hockey goal post made of mild steel pipe 75mm x 50mm thick. upright and cross bars all poly enamel coated white. upright and cross bars feature mild steel retaining rood to ensure met is held firmly at position. complete with net supports, lifting handles and top back bar made of 25-50mm mild steel. 460mm x 18mm thick strong wood or water proof ply wood back boards. mild steel bolts throughout. size of goal post- 3.66m x 2.13m x 1.22m net- nylon size- 3.7m(w) x 1.2m(d) x 21.m (h) type- box type twisted, proving to fabricate and creating of gi chain link fencing with 75mm x 75mm 10 gauge hexagonal shape. height of chain link fencing is 5 ft supported by 1 inch dia pipe space 10 ft apart point top and bottom supported by 1 inch x 1 inch pipe with the provision of one oblique two gates complete with primer and enamel paints point, four poles twenty five feet point high ms medium pipe electric poles stop making a square frame of ms pipe and installing it on the top of the poles stop putting steps on each of the poles so that maintenance can be easier stop putting one point five mm three core wire from the top of the pole to the bottom for each led light stop installing mcb and other electrical switches for 100 watt led lights in an electrical box one each for one pole and one main box where all these four poles boxes come stop installing 12 led lights of 100 watt

Agency / Dept : indian army
Tender Value : 0
Due Date : Jun 04, 2026
View Documents
T18 Ref No : 15306288
Location : udhampur , jammu & kashmir

corrigendum tender for repairs to pcc flooring, hard standing, path, rubber tiles pavements plinth protection, interlocking paver blocks, chequered tiles and misc area development work at chnc and other areas under ge (utilities) udhampur

Agency / Dept : military engineer services MES
Tender Value : 4999000
Due Date : May 20, 2026
View Documents
T18 Ref No : 15431807
Location : udhampur , jammu & kashmir

corrigendum tender for repairs to pcc flooring, hard standing, path, rubber tiles pavements plinth protection, interlocking paver blocks, chequered tiles and misc area development work at chnc and other areas under ge (utilities) udhampur

Agency / Dept : military engineer services MES
Tender Value : 4999000
Due Date : May 27, 2026
View Documents
T18 Ref No : 15132690
Location : udhampur , jammu & kashmir

tender for repairs to pcc flooring, hard standing, path, rubber tiles pavements plinth protection, interlocking paver blocks, chequered tiles and misc area development work at chnc and other areas under ge (utilities) udhampur

Agency / Dept : military engineer services MES
Tender Value : 4999000
Due Date : May 15, 2026
View Documents
T18 Ref No : 15247132
Location : new delhi , delhi
Source : GEM Tenders

tender for operation of microprocessor based hvac system , all inclusive comprehensive maintenance , replacement of damaged and worn out control and power wiring , dismantling and replacement of existing faulty 2 amp dp mcb , dismantling and replacement of existing faulty mpcb ms 116 , replacement of burnt broken and rusted terminal block , dismantling and replacement of following sizes of existing worn out faulty pipe 200mm dia 32 mm thick insulation , 150mm dia 32 mm thick insulation , 125mm dia 32 mm thick insulation , 100mm dia 32 mm thick insulation , 80mm dia 32 mm thick insulation , 65mm dia 32 mm thick insulation , dismantling and replacement of following sizes of existing worn out ndustrial type pressure gauges , providing and fixing in position the mercury in glass industrial type thermometers , butterfly valve manual with c i body ss disc a 150 mm dia , 100 mm dia , dismantling and replacement of following existing worn out faulty tpmccb 100 a 16 ka tpmccb , 200 a 25 ka tpmccb , 630 a 50 ka tpmccb , 800 a 50 ka tpmccb , making suitable modification replacement of overheated existing aluminium bus bar , dismantling and replacement of existing worn out faulty paddle type water flow , attending leakage in the existing chilled water pipeline , replacement of the following items of existing electrical panels mnx 32 contactor make l andtac plant room , mnx 25 contactor make l andt , 2noplus2 nc add on blockmake l andt , overload relay mn 2 of range 9 to 15 amps make l andt , single phase preventer , on off push button with elements , led indication lampr y b g , 3 way selector switch , star delta timer , digital voltmetermake select or ss , digital ammeter make select or ss , v belt , painting of existing old electrical panel, om hvac bsb janpath nd, operation of microprocessor based hvac system of capacity 5 x 100 tr chilling machines with screw compressors and air cooled condensers as detailed in annexure a and ductable tower type split ac and split ac as detailed in annexure b by deputing the following staff skilled semi skilled unskilled 6 am to 2pm 1 1 2 2 pm to 10 pm 1 1 2 general shift 9 am to 5 pm 1 0 0 notes 1 staff may be asked to work in any shift and any day without any extra cost 2 bill processed receipt proof online salary transfer account epf esi contr presently 12 perct and 3 25 perct ofpay respas reqt 3 if esi and epf contributions rescission work initiated 4 staff deployed enrolled attendance system 5 the contractor ensure personnel meet defined standards f 6 operation of the pumps 7 operation of ahus and tfa 8 oper electrical panels 9 recording readings chillers ahus pumps digital temperature meter 10 to attend the floor complaints 11 weekly washing ahus filters and ahus room 12 chemical cleaning ahus cooling coil 13 general checking testing and attending minor faults 14 out of skill manpower one skill operator electrician 15 to carry out leak test compressors condenser coil with soap items are as per schedule of work item 1, all inclusive comprehensive maintenance of following items as per inventory at per annexure b given in relevant sections up to the required standards etc as per specification the items are 1 ductable ac units 2 tower split ac units 3 split ac units items are as per schedule of work item 2, replacement of damaged and worn out control and power wiring of star delta starter panel for one motor in existing ahus electrical panel with new pvc insulated copper conductor wires of suitable size including providing and fixing of thimbles ferrules and new insulated fiber sheet for proper insulation removing of existing contactors cleaning and re fixing the same in position after proper checking and tightening of all connections complete as required items are as per schedule of work item 3, dismantling and replacement of existing faulty 2 amp dp mcbs in existing star delta starter panels of chilled water pumps on both primary and secondary sides i c testing etc complete as required items are as per schedule of work item 4, dismantling and replacement of existing faulty mpcb ms 116 in existing star delta starter panels of chilled water pumps on both primary and secondary sides i c testing etc complete as required items are as per schedule of work item 5, replacement of burnt broken and rusted terminal block 63 amp rating along with 2 nos lugs in the existing electrical panel of ahu s chilled water pump s etc complete as required items are as per schedule of work item 6, dismantling and replacement of following sizes of existing worn out faulty pipe at different floors levels i c supplying laying fixing testing and commissioning of nominal sizes of chilled water piping inside the building with necessary clamps vibration isolators and fittings but excluding valves strainers gauges etc duly insulated with following closed cell elastometric nitrile rubber of minimum 45 kg cu m density thermal conductivity 0 037 w mk or better at 20 deg mean temperature class o insulation applied by suitable adhesive complete including repairing of damage to building etc as per specifications and as required complete in all respect note the pipes of sizes 150mm and below shall be m s c class as per is 1239 and pipes size above 150mm shall be welded black steel pipe heavy class as per is 3589 from minimum 6 35mm thick m s sheet for pipes upto 350 mm dia and from minimum 7mm thick ms sheet for pipes of 400 mm dia and above a 200mm dia 32 mm thick insulation items are as per schedule of work item 7 a, 150mm dia 32 mm thick insulation items are as per schedule of work item 7 b, 125mm dia 32 mm thick insulation items are as per schedule of work item 7 c, 100mm dia 32 mm thick insulation items are as per schedule of work item 7 d, 80mm dia 32 mm thick insulation items are as per schedule of work item 7 e, 65mm dia 32 mm thick insulation items are as per schedule of work item 7 f, dismantling and replacement of following sizes of existing worn out faulty components at different floors levels i c supplying fixing testing and commissioning of valves gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications 8 1 providing and fixing in position the industrial type pressure gauges with gun metal brass valves complete as required items are as per schedule of work item 8 1, providing and fixing in position the mercury in glass industrial type thermometers items are as per schedule of work item 8 2, butterfly valve manual with c i body ss disc nitrile rubber seal and o ring pn 16 pressure rating for chilled water hot eater circulation as specified a 150 mm dia items are as per schedule of work item 8 3 a, 100 mm dia items are as per schedule of work item 8 3 b, dismantling and replacement of following existing worn out faulty tpmccb at different floors levels i c fixing following rating and breaking capacity and pole mccb with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel making connections ics100 perc icu and operational voltage 690v etc as required 100 a 16 ka tpmccb items are as per schedule of work item 9 a, 200 a 25 ka tpmccb items are as per schedule of work item 9 b, 630 a 50 ka tpmccb items are as per schedule of work item 9 c, 800 a 50 ka tpmccb items are as per schedule of work item 9 d, making suitable modification replacement of overheated existing aluminium bus bar links suitable to fit 630 800ampcapacity tp mccb i c cutting bending pvc sleeving testing commissioning etc complete as per site requirement items are as per schedule of work item 10, dismantling and replacement of existing worn out faulty paddle type water flow switch at different floors levels i c installation testing and commissioning with micro switch contacts and retard mechanism complete in all respects as required items are as per schedule of work item 11, attending leakage in the existing chilled water pipeline of various diameters including cutting of damaged portion edge preparation welding testing and making the pipeline operational including providing and fixing necessary scaffolding ladders safety arrangements for working at heights ranging from 15 feet to 100 feet in shaft area cleaning the pipe surface applying anti corrosive paint on welded joints and restoring the system to its original condition complete as required items are as per schedule of work item 12, replacement of the following items of existing electrical panels i c identifying and rectifying the fault dismantling of existing defective parts fixing connections testing etc as required a mnx 32 contactor make l andt ac plant room items are as per schedule of work item 13 a, mnx 25 contactor make l andt items are as per schedule of work item 13 b, 2noplus2 nc add on block make l andt items are as per schedule of work item 13 c, overload relay mn 2 of range 9 to 15 amps make l andt items are as per schedule of work item 13 d, single phase preventer items are as per schedule of work item 13 e, on off push button with elements items are as per schedule of work item 13 f, led indication lamp r y b g items are as per schedule of work item 13 g, 3 way selector switch items are as per schedule of work item 13 h, star delta timer items are as per schedule of work item 13 i, digital voltmeter make select or ss items are as per schedule of work item 13 j, digital ammeter make select or ss items are as per schedule of work item 13 k, v belt items are as per schedule of work item 13 l, painting of existing old electrical panel without dismantling including masking covering of indicators meters switches surface cleaning rust removal 1 coat red oxide primer plus synthetic enamel spray paint and finishing etc as required items are as per schedule of work item 14

Agency / Dept : bharat sanchar nigam limited BSNL
Tender Value : 7391777
Due Date : May 19, 2026
View Documents
T18 Ref No : 15231204
Location : kargil , ladakh
Source : GEM Tenders

tender for electric test bench heavy duty aluminum frame versatile testing capabilities , heavy duty assembly washing tray plastic 2 x 2ft , heavy duty assembly washing tray plastic 2x3ft , heavy duty assembly washing tray plastic 1 point 5x1 point 5ft , heavy duty floor mat for repair bay material nitrile butadiene rubber nbr thickness 1 oblique 8 to half inch , heavy duty auto darkening welding helmet with screen electronic , hand gloves for welder , tyre air pressure gauge meter 0 to 100psi , blow lamp , heavy duty bench vice 200 to 300mm , heavy duty welding safety goggles double type , g i galvanized wire 1 point 2mm, heavy duty electric test bench, electric test bench heavyduty aluminum frame versatile testing capabilities, heavy duty assembly washing tray plastic 2 x 2ft, heavy duty assembly washing tray plastic 2x3ft, heavy duty assembly washing tray plastic 1 point 5x1 point 5ft, heavy duty floor mat for repair bay material nitrile butadiene rubber nbr thickness 1 oblique 8 to half inch, heavy duty auto darkening welding helmet with screen electronic, hand gloves for welder, tyre air pressure gauge meter 0 to 100psi, blow lamp, heavy duty bench vice 200 to 300mm, heavy duty welding safety goggles double type, g i galvanized wire 1 point 2mm

Agency / Dept : border road organisation BRO
Tender Value : 0
Due Date : May 14, 2026
View Documents
T18 Ref No : 15285750
Location : mathura , uttar pradesh
Source : GEM Tenders

corrigendum tender for description , supply and fixing stop valves cast copper alloy screwed down high pressure with crutch or butterfly handle, of dia 20 mm as per latest is and description , supply and fixing stop valves cast copper alloy screwed down high pressure with crutch or butterfly handle, of dia 15 mm as per latest is and description , supply and fixing mild steel pot strainer of 100 mm bore as per latest is and description , supply and fixing new mild steel ystrainer of 80 mm bore as per latest is and description , supply and fixing new mild steel ystrainer of 65 mm bore as per latest is and description , supply and fixing new mild steel ystrainer of 50 mm bore as per latest is and description , supply and installation pressure gauge in the pipe lines suitable for dia 15 mm pipe as per latest is and description , supply and installation thermometers in the pipe line suitable for dia 15 mm as per latest is and description , gi pipe medium grade of 50 mm dia , gi pipe medium grade of 20 mm dia , gi pipe medium grade of 15 mm dia , supply assembly and erection of pgi sheet with tdf flange of thickness 22 gauge sheet as per description , m and l for duct insulation with 25 mm thick all as per description , m and l for wraping glass cloth incl uv chemical coating over nitrile rubber. thickness of glass cloth shall be provided as per oem recommendation , m and l for supply air grilis with extruder aluminium powder coated and size and type of air grills alongwith air volume shall be provided as per oem recommendation , m and l for return air grills with extruder aluminium powder coated without air volume control shall be provided as per oem recommendation , dismantling old false ceiling any type as per description , supply and installation 3 way valve of ci of size 80 mm dia , demolition of brick work or floor as per description , m and l for brick work with sub class b brick straight or curved as per description , m and l for plastering 12 mm thick on fair faces of brick as per description , m and l 150 mm thick cement concrete 1 ratio 2 ratio 4 type b2 40 mm graded broken stone aggregate as per description , supply laying testing xlpe cable insulated heavy duty 1100 volts aluminium conductor of size 150 sq mm 3 and half core as specified and directed , m and l for 100 mm bore steel tubing light grade complete all as specified and as directed , supply laying testing xlpe cable insulated heavy duty 1100 volts aluminium conductor of size 95 sq mm 3 and half core as specified and directed , m and l for xlpe insulated armoured ug cables 3 point 5 core x 50 sqmm 1100 volts grade aluminium conductor including termination complete as specified and directed , m and l for xlpe insulated armoured ug cables 3 point 5 core x 35 sqmm 1100 volts grade aluminium conductor including termination complete as specified and directed , m and l for xlpe insulated armoured ug cables 4 core x 16 sqmm 1100 volts grade aluminium conductor including termination complete as specified and directed , m and l for earthing complete with gi earth plate electrode 600 x 600 x 6 mm thick burried directly in ground with 32 x 6 mm gi strip , supply installation testing and commissioning of lt control panel board cubical type indoor type floor mounted weather proof fabricated out of 2 point 0 mm crca, special repair to replacement of 03 x 25 central ac plant in signal centre under ge west mathura, disconnecting and taking down complete central ac plant capacity 25 tr x 3 nos with ahu 01 cooling tower duct and complete connected accessories as per diiscription, design supply installation testing and commissioning of central air conditioning plant of working capacity not less than 2 x 25 or 26 tr working pluse 1 stand by as per design provided by bidder all as per diiscription, supply installation commissioning and testing of monoblock centrifugal pump 2 w pluse1 s of capacity suitable for 50 tr central ac plant and design by vendor, supply installation commissioning 440 v 50 hz of monoblock centrifugal pump 2 w pluse 1 s of capacity suitable for 50 tr central ac plant and design by vendor, supply installation commissioning and testing of frp cooling tower rectagular round bottle shape suitable for capacity 50 tr ac plant with frp body and design by vendor, supply installation self commissioning and testing of factory built double skinned sandwiched with 25 mm fiber glass or thermo coal or puff insulation section type horizontal ahu with six row deep coil suitable for 50 or 52 tr as per description, supply and installation hot water generator 35 kw with 2 nos pump 1 w pluse1 s alongwith making necessary connections complete all as per description, supply and fixing mild steel c grade pipe heavy duty of dia 100 mm all as per description, supply and fixing mild steel c grade pipe heavy duty of dia 80 mm all as per description, supply and fixing mild steel c grade pipe heavy duty of dia 65 mm all as per description, supply and fixing mild steel c grade pipe heavy duty of dia 50 mm all as per description, supply and installation butterfly valve of ci of size 100 mm as per latest is and description, supply and installation butterfly valve of ci of size 80 mm as per latest is and description, supply and installation butterfly valve of ci of size 65 mm as per latest is and description, supply and installation butterfly valve of ci of size 50 mm as per latest is and description, supply and installation non return valve nrv of ci of size 80 mm as per latest is and description, supply and installation non return valve nrv of ci of size 65 mm as per latest is and description, supply and installation non return valve nrv of ci of size 50 mm as per latest is and description, supply and fixing stop valves cast copper alloy screwed down high pressure with crutch or butterfly handle, of dia 20 mm as per latest is and description, supply and fixing stop valves cast copper alloy screwed down high pressure with crutch or butterfly handle, of dia 15 mm as per latest is and description, supply and fixing mild steel pot strainer of 100 mm bore as per latest is and description, supply and fixing new mild steel ystrainer of 80 mm bore as per latest is and description, supply and fixing new mild steel ystrainer of 65 mm bore as per latest is and description, supply and fixing new mild steel ystrainer of 50 mm bore as per latest is and description, supply and installation pressure gauge in the pipe lines suitable for dia 15 mm pipe as per latest is and description, supply and installation thermometers in the pipe line suitable for dia 15 mm as per latest is and description, gi pipe medium grade of 50 mm dia, gi pipe medium grade of 20 mm dia, gi pipe medium grade of 15 mm dia, supply assembly and erection of pgi sheet with tdf flange of thickness 22 gauge sheet as per description, m and l for duct insulation with 25 mm thick all as per description, m and l for wraping glass cloth incl uv chemical coating over nitrile rubber. thickness of glass cloth shall be provided as per oem recommendation, m and l for suitable size of supply air grilis as per size of supply air grills as per manufacturers design with extruder aluminium powder coated and size and type of air grills alongwith air volume shall be provided as per oem recommendation, providing suitable size of return air grills as per manufacturers design with extruder aluminium powder coated without air volume control and size of return air grills shall be provided as per oem recommendation, dismantling old false ceiling any type as per description, supply and installation 3 way valve of ci of size 80 mm dia, demolition of brick work or floor as per description, m and l for brick work with sub class b brick straight or curved as per description, m and l for plastering 12 mm thick on fair faces of brick as per description, m and l 150 mm thick cement concrete 1 ratio 2 ratio 4 type b2 40 mm graded broken stone aggregate as per description, supply laying testing xlpe cable insulated heavy duty 1100 volts aluminium conductor of size 150 sq mm 3 and half core as specified and directed, m and l for 100 mm bore steel tubing light grade complete all as specified and as directed, supply laying testing xlpe cable insulated heavy duty 1100 volts aluminium conductor of size 95 sq mm 3 and half core as specified and directed, m and l for xlpe insulated armoured ug cables 3 point 5 core x 50 sqmm 1100 volts grade aluminium conduct including termination complete as specified and directed, m and l for xlpe insulated armoured ug cables 3 point 5 core x 35 sqmm 1100 volts grade aluminium conduct including termination complete as specified and directed, m and l for xlpe insulated armoured ug cables 4 core x 16 sqmm 1100 volts grade aluminium conduct including termination complete as specified and directed, m and l for earthing complete with gi earth plate electrode 600 x 600 x 6 mm thick burried directly in ground rate for gi strip and protection pipes upto 7 poinr 5 mtr shall be inclussive in rate to be quoted against this items., supply installation testing and commissioning of lt control panel board cubical type 415 volt 3 phase 50 hz indoor type floor mounted weather proof fabricated out of 2 point 0 mm crca sheet ae per drawing

Agency / Dept : indian army
Tender Value : 0
Due Date : May 29, 2026
View Documents
T18 Ref No : 14920859
Location : vemula , andhra pradesh
Source : GEM Tenders

tender for earth work in excavation , filling available excavated earth excluding rock , demolishing rcc work , providing and laying in position cement concrete , providing and laying in position specified grade of reinforced cement concrete , supplying and filling in plinth with sand under floors , steel reinforcement for rcc work , centering and shuttering including strutting lif in foundations footings bases of columns , centering and shuttering including strutting lif columns pillars piers abutments posts and struts , dry stone pitching 22 point 5 cm thick , neat cement punning , demolishing brick work , brick work with non modular fly ash bricks , finishing walls with textured exterior paint , finishing walls with 100 percentage premium acrylic emulsion paint , 15 mm cement plaster , random rubble masonry with hard stone , structural steel work riveted bolted or welded in built up , surface dressing of the ground including removing vegetation , removing white or colour wash by scrapping , providing and fixing glass panes with putty and glazing clips in steel doors , providing and fixing glazing in aluminium door window ventilator shutters , providing and fixing aluminium work for doors windows ventilators , providing and fixing gi chain link fabric fencing , providing and fixing ist quality ceramic glazed wall floor tiles , grading roof for water proofing treatment with cement concrete , repair to plaster of thickness 12mm to 20 mm in patche , providing and laying water proofing treatment on roofs of slabs , 0 mm thick factory made polyvinyl chloride pvc door shutter , providing and fixing factory made panel pvc door shutter consisting of frame , providing and fixing on wall face unplasticised rigid pvc rain water pipes , providing mixing and applying sbr polymer , providing and injecting approved grout 2 percentage of weight of cement used modified cement slurry made with non shrink compound in concrete rcc work , providing and injecting approved grout cement slurry made with shrinkage compensating cement in concrete rcc work , providing and injecting approved grout epoxy injection grout in concrete rcc work of approved make , providing laying spreading and compacting graded stone aggregate, repair works at intake well intermediate pumping station at parnapalle of tummalapalle, earth work in excavation by mechanical means hydraulic excavator manual means over areas exceeding 30 cm in depth 1 point5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1 point 5 m as directed by engineer in charge all kinds 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 up to 50 m and lift upto 1 point 5 m as per direction of engineer in charge, demolishing rcc work manually by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1 isto3 isto 6 1 cement 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size as per direction of engineer in charge, providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement all work up to plinth level 1 isto1 point 5 isto 3 1 cement 1 point 5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size, supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete, steel reinforcement for rcc work including straightening cutting bending placing in position and binding all complete above plinth level and below plinth level thermo mechanically treated bars of grade fe 500d or more, centering and shuttering including strutting propping etc and removal of form as per directions of engineer in charge at all leads and lif in foundations footings bases of columns all the below plinth level etc, centering and shuttering including strutting propping etc and removal of form as per directions of engineer in charge at all leads and lif columns pillars piers abutments posts and struts all the above plinth level, dry stone pitching 22 point 5 cm thick including supply of stones and preparing surface complete, neat cement punning, demolishing brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge15 point 7 point 4 in cement mortar, brick work with non modular fly ash bricks conforming to is12894 class designation 10 average compressive strength in super structure above plinth level up to floor v level in, finishing walls with textured exterior paint of required shade 13 point 45 point 1 new work two or more coats applied 3 point 28 ltr per10 sqm over and including priming coat of exterior primer applied 2 point 20kg 10 sqm, finishing walls with 100 percentage premium acrylic emulsion paint having voc less than 50 gm per litre and uv resistance as per is 15489 2004 alkali and fungal resistance dirt resistance exterior paint of required shade company depot tinted with silicon additive new work two or more coats applied 1 point 43 litre per10 sqm over and including priming coat of exterior primer applied 0 point 90 litre per10 sqm, 15 mm cement plaster with mix 1isto 6 1 cement 6 fine sand at all heights and lead as per directions of engineer in charge, random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1isto 6isto12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with 1 cement mortar 1 isto 6 1 cement 6 coarse sand, structural steel work riveted bolted or welded in built up sections trusses and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete, surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 500m all kinds of soil up to all lead and lift including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc complete including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing glass panes with putty and glazing clips in steel doors windows clerestory windows all complete with 4 point 0 mm thick glass panes including cost of labor tools and tackles taxes etc complete as per the architectural drawings including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing glazing in aluminium door window ventilator shutters and partitions etc with epdm rubber neoprene gasket etc with float glass panes of 4 point 0 mm thickness weight not less than 10 kg per sqm including cost of labor tools and tackles taxes etc complete as per the architectural drawings and the directions of engineer in charge, providing and fixing aluminium work for doors windows ventilators and partitions with extruded built up standard tubular sections appropriate z sections and other sections of approved make conforming to is 733 and is 1285 fixing with dash fasteners of required dia and size including necessary filling up the gaps at junctions ie at top bottom and sides with required epdm rubber neoprene gasket etc aluminium sections shall be smooth rust free straight mitred and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing paneling cp brass stainless steel screws all complete as per architectural drawings glazing paneling and dash fasteners to be paid for separately anodised aluminium anodised transparent or dyed to requied shade according to is 1868 minimum anodic coating of grade ac 15 including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing gi chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts bolts and washers as required complete as per the direction of engineer in charge made of gi wire of dia 4 mm including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing ist quality ceramic glazed wall floor tiles conforming to is 15622 thickness to be specified by the manufacturer of approved make, in all colours shades except burgundy bottle green black of any size as approved by engineer in charge in skirting risers of steps and dados over 12 mm thick bed of cement mortar 1 isto 3 1 cement 3 coarse sand and jointing with grey cement slurry 3 point 3kg per sqm including pointing in white cement mixed with pigment of matching shade complete at all leads and lifts as per directions of engineer in charge, grading roof for water proofing treatment with cement concrete 1 ratio 2 ratio4 1 cement 2 coarse sand 4 graded stone aggregate 20mm nominal size including mixing water proofing compound as per manufacturers specifications and directions of engineer in charge, repair to plaster of thickness 12mm to 20 mm in patches of area 2 point 5 sqm and under including cutting the patch in proper shape raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar including disposal of rubbish all complete as per the direction of engineer in charge, providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a after surface preparation first layer of slurry of cement 0 point 488 kg per sqm mixed with water proofing cement compound 0 point 253 kg per sqm b laying second layer of fibre glass cloth when the first layer is still green overlaps of joints of fibre cloth should not be less than 10 cm c third layer of 1 point 5 mm thickness consisting of slurry of cement 1 point 289 kg per sqm mixed with water proofing cement compound 0 point 670 kg per sqm and coarse sand 1 point 289 kg per sqm this will be allowed to air cure for 4 hours followed by water curing for 48 hours the entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around d fourth and final layer of brick tiling with cement mortar which will be paid for separately for the purpose of measurement the entire treated surface will be measured, 30 mm thick factory made polyvinyl chloride pvc door shutter made of styles and rails of a upvc hollow section of size 60x30 mm and wall thickness 2 mm pluse or minus 0 point 2 mm with inbuilt decorative moulding edging on one side the styles and rails mitred and joint at the corners by means of ms galvanised plastic brackets of size 75x220 mm having wall thickness 1 point 0 mm and stainless steel screws the styles of the shutter reinforced by inserting galvanised ms tube of size 25x20 mm and 1 mmpluse or minus 0 point 1 mm wall thickness the lock rail made up of h section a upvc hollow section of size 100x30 mm and 2 mm pluse or minus 0 point 2 mm wall thickness fixed to the shutter styles by means of plastic galvanised ms u cleats the shutter frame filled with a upvc multi chambered single panel of size not less than 620 mm having over all thickness of 20 mm and 1 mm pluse or minus 0 point 1 mm wall thickness the panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised ms rod and fastened with nuts and washers complete as per manufacturers specification including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing factory made panel pvc door shutter consisting of frame made out of ms tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top and bottom rails ms frame shall have a coat of steel primers of approved make and manufacture ms frame covered with 5 mm thick heat moulded pvc c channel of size 30 mm thickness 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick 95 mm wide pvc sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide pvc sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail top bottom and lock rails shall be provided both side of the panel 10 mm 5 mm x 2 thick 20 mm wide cross pvc sheet be provided as gap insert for top rail and bottom rail paneling of 5 mm thick both side pvc sheet to be fitted in the ms frame welded sealed to the styles and rails with 7 mm 5 mm 2 mm thick x 15 mm wide pvc sheet beading on inner side and joined together with solvent cement adhesive an additional 5 mm thick pvc strip of 20 mm width is to be stuck on the interior side of the c channel using pvc solvent adhesive etc complete as per direction of engineer in charge manufacturers specification and drawing 30 mm thick plain pvc door shutters including cost of labor tools and tackles taxes etc complete as per direction of engineer in charge, providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is 13592 type including jointing with seal ring conforming to is 5382 leaving 10 mm gap for thermal expansion i single socketed pipes, providing mixing and applying sbr polymer of approved make modified cement mortar in proportion of 1 isto 4 1 cement 4 graded coarse sand with polymer minimum 2 percentage by wt of cement used as per specifications and directions of engineer in charge note measurement and payment the pre measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding tapping with a blunt metal instrument and or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 n per sqmm2 25 mm average thickness in 2 layers, providing and injecting approved grout in proportion recommended by the manufacturer into cracks honey comb area of concrete masonry by suitable gun pump at required pressure including cutting of nipples after curing etc complete as per directions of engineer incharge the payment shall be made on the basis of actual weight of approved grout injected stirrer mixed acrylic polymer of approved make 2 percentage of weight of cement used modified cement slurry made with non shrink compound in concrete rcc work, providing and injecting approved grout in proportion recommended by the manufacturer into cracks honey comb area of concrete masonry by suitable gun pump at required pressure including cutting of nipples after curing etc complete as per directions of engineer incharge the payment shall be made on the basis of actual weight of approved grout injected stirrer mixed sbr polymer of approved make modified cement slurry made with shrinkage compensating cement in concrete rcc work, providing and injecting approved grout in proportion recommended by the manufacturer into cracks honey comb area of concrete masonry by suitable gun pump at required pressure including cutting of nipples after curing etc complete as per directions of engineer incharge the payment shall be made on the basis of actual weight of approved grout injected epoxy injection grout in concrete rcc work of approved make, providing laying spreading and compacting graded stone aggregate size range 53 mm to 0 point 075 mm to wet mix macadam wmm specification including premixing the material with water at omc in for all leads and lifts laying in uniform layers with mechanical paverfinisher in sub base base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density complete as per specifications and directions of engineer incharge

Agency / Dept : uranium corporation of india limited UCIL
Tender Value : 4584011.75
Due Date : Apr 24, 2026
View Documents
GeM Registration Services By State
GeM Andhra Pradesh|GeM Assam|GeM Chandigarh|GeM Delhi|GeM Gujarat|GeM Himachal Pradesh|GeM Jharkhand|GeM Ladakh|GeM Maharashtra|GeM Puducherry|View All
GeM Registration Services By City
GeM Ahmedabad|GeM Mumbai|GeM New Delhi|GeM Hyderabad|GeM Chennai|GeM Kolkata|GeM Pune|GeM Jaipur|GeM Kanpur|GeM Indore|GeM Patna|GeM Nashik|GeM Varanasi|GeM Ranchi|GeM Coimbatore|GeM Amritsar|GeM Hubli|View All