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Cube mould Tenders List

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Latest Cube mould Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Cube mould 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 Cube mould 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 Cube mould Tender Intelligence & Monitoring

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

We categorize Cube mould 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 Cube mould 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 Cube mould 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 Cube mould Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Cube mould 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 Cube mould Sector in 2026

With the Government of India focusing on digital procurement and infrastructure expansion, the Cube mould 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 Cube mould tender alerts?

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

Is EMD mandatory for all Cube mould tenders?

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

What is the difference between a Cube mould 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 Cube mould tenders on Tender18?

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


Get Expert Support for Cube mould 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 : 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 : 15264615
Location : sonbhadra , uttar pradesh
Source : GEM Tenders

corrigendum tender for 100268232_ 10_ m2679011500_ curing tank , 100268232_ 20_ m2697965220_ automatic ctm, 3000kn, 300mm , 100268232_ 30_ m2679190610_ mould, cube, 150mm

Agency / Dept : national thermal power corporation NTPC
Tender Value : 0
Due Date : May 14, 2026
View Documents
T18 Ref No : 15143267
Location : sonbhadra , uttar pradesh
Source : GEM Tenders

tender for 100268232_ 10_ m2679011500_ curing tank , 100268232_ 20_ m2697965220_ automatic ctm, 3000kn, 300mm , 100268232_ 30_ m2679190610_ mould, cube, 150mm

Agency / Dept : national thermal power corporation NTPC
Tender Value : 0
Due Date : May 05, 2026
View Documents
T18 Ref No : 15143091
Location : amravati - MH , maharashtra
Source : GEM Tenders

tender for providing and supplying rollar blinds ami make or approved make and shade of 38mm round aluminium channel with blackout fabric and telting with chain (ball) system with all necessary fixtures and fitting etc. complete. (sample to be final by engineer incharge prior execution of work), providing and supplying vertical blinds of approved make and shade of 100mm regular fabric with powder coated aluminium channel with telting pvc chain and bottom weight plate with all necessary fixtures and fitting etc. complete. (sample to be final by engineer incharge prior execution of work), providing and supplying cube main table assy 50mm thk mdf veneer with bbf pedestal one side lhs 2400wx1200dx750h with return storage with wooden drawer assly. lh at 1800 x 600 x 625 ht. and cube back storage with 3 door assly. at 1650 x 600 x 625 ht. 3nos. back unit cube back upper storage assly. open shelf with glass door.at 1650 x 450 x 1475 ht. 2 nos. for ms cabin, providing and supplying table of size1500lx750dx750ht top made from 25 mm prelaminated particle board all edage are covered by 2 mm thk pvc edge bands glued by hot melt glue gable ends made from 25 mm prelaminated particle board all edage are covered by 0.8mm pvc edge bands glued by hot melt glue applied by auto edge banding machine. modesty panel made from 18mm bolt side prelaminated particle board. all edage are covered by 0.8mm pvc edge bands glued by hot melt gule applied by auto edge banding machine. keyboard tray ( without mouse tray) metal powder coated black colour cpu trolley metal powder coated black colour 3 drawers pedestal unit having overall size 405mmx 460mmx 685mm with central lock and key drawers are complete metal powder coated with ball bearing slide for 2 book drawers and telescopic slide for filling drawer,body and facia in 18 mm pre laminated particle board as per design and drawing and instructions of engineer in charge, providing and supplying of main table at 3600lx1400dx750ht made up of 1818mm thick mdf top with pvc membrane finish and waterfall edge profile. aluminium anodizied finish beeding of 4mm thich is running all over the table top edge. gable ends is aerofoiled shape with front edges in pvc membrane finish and rest in prelaminated mdf with batton structure. gable ends should be hollow from inside for the provision of passing electrical and data wiring. , modesty panel to be made of 18 mm thick prelaminated particle board with pvc edge band access flap for wire manager 2 nos., supply, fitting and fixing of prelam table at 1500lx600dx750ht. with 2b1f pedestal at 400lx450dx670ht. work top shall be made up of work top shall be made 25mm thick prelam (osl) particle board confirming to is 12823 1990 with 2mm thick pvc lipping glued with kliberit779.6 glue. work top is under goes from distributed load test for deflection by applying 0.027kg mm load on top and concentric load test by applying 90kg load on weaker section understructure modesty panel shall be made of 18mm thick prelam bsl particle board confirming to is 12823 1990 with 2mm thick pvc lipping glued with kliberit779.6 glue. gable ends shall be made of 25mm thick prelam bsl particle board confirming to is12823 1990. the construction shall be aesthetically appealing completely knock down construction fitting is done by using the minifix and dowels. gable end height will be 725mm and its depth varies as per the depth of work top. standard depth of work top will be 600mm and 750mm. wire management wire manager cap on the table top shall be made of abs material having diameter 63.5mm standard.the product must be from a manufacturer having iso 9001,iso 14001,latest bifma 5.1 certificates for few of its products., supply, fitting and fixing of prelam cabin at 1350lx600dx750ht. with 2b1f pedestal at 400lx450dx670ht. work top shall be made up of work top shall be made 25mm thick prelam (osl) particle board confirming to is 12823 1990 with 2mm thick pvc lipping glued with kliberit779.6 glue. work top is under goes from distributed load test for deflection by applying 0.027kg mm load on top and concentric load test by applying 90kg load on weaker section understructure modesty panel shall be made of 18mm thick prelam bsl particle board confirming to is 12823 1990 with 2mm thick pvc lipping glued with kliberit779.6 glue. gable ends shall be made of 25mm thick prelam bsl particle board confirming to is12823 1990. the construction shall be aesthetically appealing completely knock down construction fitting is done by using the minifix and dowels. gable end height will be 725mm and its depth varies as per the depth of work top. standard depth of work top will be 600mm and 750mm. wire management wire manager cap on the table top shall be made of abs material having diameter 63.5mm standard.the product must be from a manufacturer having iso 9001,iso 14001,latest bifma 5.1 certificates for few of its products. 2b1f pedestal at 400lx450dx670ht. specifications pedestal top shall be made 18mm thick prelam (osl) particle board confirming to is 12823 1990 with 2mm thick pvc lipping glued with kliberit779.6 glue. table top is under goes from distributed load test for deflection by applying 0.027kg mm load on top and concentric load test by applying 90kg load on weaker section, providing and supplying openable steel storage of 750 x 450 x 1200ht, with 2 adjustable shelves, complete body and shutter made in 0.8 mm thick and top in 2 mm thick crca, 2 shutter to be mounted with the help of cup hinges, and 4 adjustable levelers, enitre storage in powder coated finish with 60 to 80 microns. with 25 mm. thk. as per drawing., supply, fitting and fixing of prelam cabin. at 1500lx600dx750ht. work top shall be made up of work top shall be made 25mm thick prelam (osl) particle board confirming to is 12823 1990 with 2mm thick pvc lipping glued with kliberit779.6 glue. work top is under goes from distributed load test for deflection by applying 0.027kg mm load on top and concentric load test by applying 90kg load on weaker section understructure modesty panel shall be made of 18mm thick prelam bsl particle board confirming to is 12823 1990 with 2mm thick pvc lipping glued with kliberit779.6 glue. gable ends shall be made of 25mm thick prelam bsl particle board confirming to is12823 1990. the construction shall be aesthetically appealing completely knock down construction fitting is done by using the minifix and dowels. gable end height will be 725mm and its depth varies as per the depth of work top. standard depth of work top will be 600mm and 750mm., supply, fitting and fixing of sos make metal storage storage body the construction and material of storage body shall be of 0.8mm thick crca and skirting shall be of 1.2mm thick crca sheet confirming to is 513 2008 with powder coated finish up to 50 to 60 micron. the storage top shall be made up of 2mm thick crca sheet with 0.7 mm thick crca sheet that for extra support. shelf shall be made up of 0.8mm crca sheet confirming to is 513 2008 with 0.8mm thick crca sheet that is given for extra support. shelf shall be mounted with the metal shelf support pin made of 2mm thick crca sheet with nickel or chrome plating. load bearing capacity of the shelf shall be 30kgs udl. the construction shall be aesthetically appealing completely welded. m10 screw leveler is given with height adjustment up to 12mm to 15mm metal shutter shall be made up of 0.8mm crca sheet confirming to is 513 2008 with powder coated finish up to 50 to 60 micron and 0.8 mm crca sheet t hat is given for extra support and to screw hinges on shutter. shutter is hinged shutter with equal width hung with 0 crank on side panel. multipurpose square lock is used to lock the shutter. pvc flush handles are used in metal shutter., providing and supplying of book case with glass shutter at 825lx300dx1650ht to be made out of complete body and in 0.7mm thick crca and shutter in 1.2mm thick crca with glass pannel in powder coating finish as per drawing., providing and supplying multiple compartment lockers at 1140lx 457d x 1830 mm. ht. with 12 compartments , complete body and shutter made of crca sheet with powder coated finish as per approved color., providing and arrangemnt of high back, synchronized mechanism with multiple locking, adjustable armrest, gaslift for seat height adjustment, standard 5prong p nylon base with leatherite upholstery, providing and arrangemnt of high back chair tilt mechanism with multilocking, high density cushion on seat composite leather with metallic silver finish base and arms with p.u.castors gaslift for height adjustment., providing and supplying adjustable seat height, armrest, locking mechanism, seat lock, swivel, wheels, head support w x h 63 cm x 114 cm frame material sold wood upholstery type cushion diy basic assembly to be done with simple tools by the customer, comes with instructions., providing and supplying make wipro company. the seat and back shall be made up of wood veneer with foam back. the chair can also be provided with fixed wooden armrests .the dimensions of back shall be 49 cm (w) x 37 cm (h) and of seat shall be 51 cm (w) x 50.0cm (d). the seat and back inner shall be upholstered with pu foam and fabric and shall be assembled over the seat and back. the chair is made of rubber wood veneer with thickness of the leg 25 mm and width of the leg at 28mm. seat height 46 cm, height83.0cm, width and depth of chair as measured from base width60.0cm and depth56.0 cm.dimensions tolerance variations shall be within 1 cm., providing and arrangemnt of mid back, normal syncro mechanism , fixed armrest , gaslift for seat height adjustment, standard 5prong nylon base with leather upholstery, providing and supplying 4 legged lab stool, legs made of 16 guage 45 mm outer dimension ms pipe, duly painted, with a 304 grade stainless steel 12 inch wide seat with a 1 inch collar, height adjustment via a screw. as per design and drawing and instructions of engineer in charge., providing and supplying foldable alluminum ladder 1500 mm. ht., providing and supplying of tea table 900mm x 750mm x 450mm with 12mm thick colour eitched tempered glass with bevelled drawing made out of 18mm thick waterproofing ply. the outer laces to be finished with high quality 4 mm thik veneer or 1 mm thik mica etc., providing and supplying 3 seater public seating chair made of complete metal with legs in crome finish and seates in silver powder coating finish., providing and supplying two seater tandem chair with metal seat and back, main frames to be made out of dia 50 x 1.6 mm wall thickness and arms are made out of erw oval tubes of size 48 x 22 and 1.6 mm wall thickness. seat and back frames to be made out of erw tube dia 16 x 1.2 mm wall thickness, seat and back are made out of crca 1.6 mm thickness duly perforated, with nickel chromium plated decorative knobs. all metal should be powder coated .three seater (tandem) chair will be sent in knock down condition and be assembled at site, as per design and drawing and instructions of engineer in charge., providing and supplying single bed of size 2025lx1000dx650h with matress and pillow. understructure the legs are made of square tube of size 25 x 25mm made out of ms with a thickness of 1.2 mm. the legs should have corner brackets welded to it at two levels. the corner brackets are made of 2mm thick crca having a l shaped structure to join the side panels and headboard to the leg. three nos. of horizontal stiffeners are provided at equal intervals. the stiffeners are made of square tube of size 25 x 25mm made out of ms with a thickness of 1.2mm. the middle horizontal stiffener has a leg attached to it to transfer the load to the ground and add to the strength and stability of the complete structure. this leg is also made of square tube of size 25 x 25mm made out of ms with a thickness of 1.2mm. all metal components to undergo 7 tank treatment process and should be powder coated to the thickness of minimum 50 microns dft.side panel the side panels are made up of 18mm thick prelam particle board with both side decorative laminate. all exposed edges are sealed with 2mm thick pvc edge banding. the overall width of the side panel is 150mm. the side panels have 18mm thick prelam particle board baton running for required length to add rigidity to the structure. head board the head board is made up of 18mm thick prelam particle board with both side decorative laminate. all exposed edges are sealed with 2mm thick pvc edge banding. the head board size to be considered as 1000 x 650mm. foot board the foot board is made up of 18mm thick prelam particle board with both side decorative laminate. all exposed edges are sealed with 2mm thick pvc edge banding. the head board size to be considered as 1000 x 450mm. bed base the bed base is made up of 12mm thick prelam particle board with both side white laminate., providing and supplying dressing table of size 400lx 400dx 1800h.the dressing table unit is made up of 18mm thick prelam particle board with both side decorative laminate. all exposed edges are sealed with 2mm thick pvc edge banding. the unit has one drawer and one shelf. the dressing table has a mirror of 4mm thick pasted on 18mm thick prelm particle board attached to the base unit. the mirror size considered is 1155 x 360 x 4(t). the mirror has been pasted using high quality 3m sticker., providing and supplying bed side table of size 400lx 400dx 415h the bed side unit is made up of 18mm thick prelam particle board with both side decorative laminate. all exposed edges are sealed with 2mm thick pvc edge banding. the bed side table has one drawer and one shelf. the shelf is made of 18mm thick prelam particle board with both side decorative laminate. all exposed edges are sealed with 2mm thick pvc edge banding, providng and fixing factory finish 3 seater sofa made of imported red miraty ood with foam in 40 density for seat and for back in 28 density.premium quality cenflax p.u. foam ith letherite upholstry as per design and drawing and as directed by engineerincharge, providing and supplying factory finish 1 seater sofa made of imported red miraty wood with foam in 40 psi density for seat and back in 28 psi dnsity premium quality sunflex pu foam with leather upholstry as per design and dwg and instructions of engineerincharge, providing and fixing slotted angle storage rack at 905l x 605 x 2400 ht shlf to be made of 1 mm crca powder coated vertical members made of 35x35x1.5 crca,base plate at bottom which can be usd for grouting of the shelf including asembly hardware as per design and drawing and instructions of engineerincharge, supply, fitting and fixing of prelam storage. storage top shall be made of 25mm thick prelam (osl) particle board for low height prelam storage up to 750 height and above 750 mm height 18mm thick prelam (osl) particle board is used. both the 25mm and 18mm thick prelam (osl) particle board confirming to is 12823 1990 with 2mm thick pvc lipping glued with kliberit779.6 glue. storage top is under goes from distributed load test for deflection by applying 0.027kg mm load on top and concentric load test by applying 90kg load on weaker section. load carrying capacity of 18mm thick shelf shall be 25kgs udl., providing and supplying full height partitions in solid finish providing and supplying 80mm to 85mm thick full height double skin partition up to 3 mtr height with all visible sections in anodized powder coated finish. made up of frames and tiles. frame construction in combinaton of aluminium rails and bottom ,center and top members, connected with 2 way round shape post , 3way post , 4 way post made up of aluminium extruded and tiles in 9mm thk. prelaminated partical board of on both side. with all the joints in the partitions covered with pvc extrusions to provide better sound proofing. tiles to be separated 55mm from each other to provide adequate space for drawing cables for electric, data and telephone with proper facility for fixing electrical and data switch plates. as per design and drawing., providing and supplying 80mm to 85mm thick full height double skin partition up to 3 mtr height with all visible sections in anodized powdercoated finish. made up of frames and tiles. frame construction in combinaton of aluminium rails and bottom ,center and top members, connected with 2 way round shape post , 3way post , 4 way post made up of aluminium extruded and tiles in 5mm thk. non toughened glass on both side. with all the joints in the partitions covered with pvc extrusions to provide better sound proofing. tiles to be separated 55mm from each other to provide adequate space for drawing cables for electric, data and telephone with proper facility for fixing electrical and data switch plates. as per design and drawing., providing and supplying of glass door and frame at 900mm x 2100mm 12mm thk toughened glass door with frame in anodized aluminium with rubber gasket on both verticals for better sound proofing and provision for one side opening along hardware consisting of floor spring dorma equivalent, patch fitting , lock, door stopper and handle, as per design and drawing and instructions of engineer in charge., providing and supplying medium height partition at 1800 1200ht tile based partition system tile based aluminum partition system of 1800 1200mm ht. made of 60mm thick aluminum frames having two separate race ways for laying electrical and computer wiring. the wire management shall be through to the race way to be fitted at bottom of partition other immediately below of work top with hook on type raceway cover for easy access of wires. frames to be joined by aluminum connectors with m6 x 16 panhead machine screw and washer with aluminum post cover. post cover snap on fashion to be connected on aluminum connector visible aluminium to be in anodized powdercoated finish. the top exposed sides of the frame and posts should be covered with horizontal vertical trim and caps made of aluminum in anodized powdercoated finish in order to enhance its look.upper tiles on the partition to be in soft board or marker or prelaminated partical board tile of 9mm. thk., prelaminated partical board lower tiles in laminate finish 9mm. thk. on both the sides .size 1200 1800mm (h), providng and fixing in position anodised extruded aluminum partitions, partly glazed and partly laminated having frame made out of extruded tubular section of size 40 mm x 60 mm with 12 mm thick three layered flat pressed teak wood particle board bonded with bwp type exterior grade phenol formaldehyde synthetic resin conforming to is 128231990, laminated on both sides,novateakor equivalent and 5 mm thick selected quality plain float glass panels fixed with aluminum glass clips 12 mm x 12 mm and rubber cushioning beading to glass partitions as per approved drawing etc. compete.colour anodized, providing and fixing in position, double shuttered aluminium extruded powder coated openable door of specified size with aluminium door frame of powder coated section 101.60 x 44.75mm , 3.18 mm thick and shutter comprising of powder coated section having bottom and lock rail of size 150 mm x 44.5 mm x 3.00 mm thick top rails 47.62 x 44.45 mm x 3.00 mm thick , vertical style 47.62 x 44.45 mm, 3.00, supplying single piece plastic moulded chair of size 510 mm x410mm x790 mm with arm rest of approved colour with 1 year waranttee as directed by engineer in charge, providing and supplying storage of size 1600wx450dx650h in combination of three drawers unit with soft closing slides and openable shutter unit with shutters made of mdf with membrane finish and body is made of 0.8 mm thickness crca sheet with radius of 50 mm on all four minor lengths to avoid sharp edges with powder coat finish.storage supported with legs made of alumnium t section for main support along with front portion covered with natural maple wood in melemaine finish toi enhance the asthetics as per design and drawing and as directed by engineer in charge, providing and supplying fire exit and floor identification signage as per manufacturers specifications, ada compliant and modular system, providing and supplying ss braille buttons directional signage in the elevator of the approved brand and make to be installed using the specified adhesive and as per the instructions given by the manufacturer, providing and supplying of high intensity reflective conspicuity tape 25 to 50mm width, on edges of treads in staircase including, cutting, pasting etc. of make 3m or equivalent brand as per the direction of engineer in charge, providing a folding wheelchair of pioneer surgicals brand, model number ps 809 equivalent make as per the directions of the engineer in charge., providing and supplying free standing finish type natural burnt suitable for general utility furniture, bedroom upholstery included number of panels 3 foldable screen type decorative screen model series name handcrafted 3 panel wooden mdf room divider screen with stand included primary material wood primary material subtype wood secondary material wood secondary material subtype mdf primary color brown finish color brown dimensions width 152.4 cm height 182.88 cm depth 1.828 cm other dimensions each panel length 20 inch, height 72 inch, provinding and fixing signages of various size as per design of whit 6 mm imported acrylic sheet with laser cut vinyl ltters over acrylic sheet including all lead,lift and necessary fixtures required etc complete., provinding and fixing maharashtra government department logo using wood platic composite or equivalent with exteriror colur and polish in size 6 feet x 2 feet, dust bin supplying dust bin of polypropelene material 10 lit, door mat supplying door mat of size 3 feeet x 2 feet, providing and supplying 25 mm thick bed side platform at 2200lx450d. for room top 25 mm thick prelaminated board, with wall mounting brackets, providing and supplying ss dining table with folding chair for dining top top is made up of stainless steel having a length of 1800(l) x 760(d) x 750(h) confirming the grade 304 understructure understructure legs vertical member are made up of 40 x 40 x 1.2 mm thick ms pipe confirming the is 4932 with powder coated finish up to 50 to 60 micron. horizontal member is made up of 25 x 25 x 1.2 mm thick confirming the is 4923with powder coated finish up to 50 to 60 micron. both the horizontal and vertical pipes are welded together by mig welding confirming to is standard is 8161969 and it is welding also tested by confirming to is 8221970. understructure height will be 725mm from the ground, and the bench height will be 500mm from the ground., providing and supplying pre laminated particle board shoe rack, grooves and joints has made a reputed name for itself in the market with highquality modular wardrobe, pre laminated particle board shoe rack

Agency / Dept : public works department PWD
Tender Value : 0
Due Date : May 08, 2026
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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
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