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16Latest Cement testing service Tenders List

Latest Cement testing service Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Cement testing service 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 Cement testing service 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 Cement testing service Tender Intelligence & Monitoring

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

We categorize Cement testing service 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 Cement testing service 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 Cement testing service 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 Cement testing service Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Cement testing service 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 Cement testing service Sector in 2026

With the Government of India focusing on digital procurement and infrastructure expansion, the Cement testing service 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 Cement testing service tender alerts?

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

Is EMD mandatory for all Cement testing service tenders?

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

What is the difference between a Cement testing service 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 Cement testing service tenders on Tender18?

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


Get Expert Support for Cement testing service 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

Due Date
T18 Ref No : 17444285
Location : nashik , maharashtra
Source : GEM Tenders
LIVE TENDER
tender for item no 1 , item no 2 , item no 2a , item no 2b , item no 3 , item no 4 , item no 5 , item no 6 , item no 7 , item no 8, designing (aesthetically), and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6 m c/c for esrs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder, c.i. manhole frame and covers, ater level indicators, lighteningconductor, g.i. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, m.s. grill gate of 2 m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per i.s. code. the job to include painting the name of the scheme and other details on the reservoir as per the directions of engineer-in-charge rcc tank- of 75000 litres capacity, providing and supplying isi standard welded di double flanged pipe excluding gst levied by goi & gom in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to store / site, unloading, stacking etc. complete as directed by engineer -in- charge. (for 2.75 m bare pipe) inlet pipe 100 mm, outlet pipe 100 mm, overflow 100 mm, providing double flange sluice valve confirming for is- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding gst levied by goi & gom in all respect etc. complete, providing and supplying isi standard d.i. specials & fittings with sealing rubber gasket of s.b.r.,complete with cast iron follower gland and m.s. nut & bolts coated or otherwise protected from rusting and suitable for d.i. pipes excluding cost of all labours and materials and transportation to stores / site, loading , unloading excluding all taxes , etc. complete. 80 to 300 mm dia, portable water purifiers or filters,, filter sand, proposed rising main from well to 75,000 litre tank, pure water pumping machinery 7.5 hp (1w+1s) for esr
Agency / Dept :
directorate general defence estates DGDE
Due Date :
Oct 17, 2026 (2 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 17444304
Location : nashik , maharashtra
Source : GEM Tenders
LIVE TENDER
tender for item no 1 , item no 2 , item no 2a , item no 2b , item no 3 , item no 4 , item no 5 , item no 6 , item no 7 , item no 8, designing (aesthetically), and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6 m c/c for esrs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder, c.i. manhole frame and covers, ater level indicators, lighteningconductor, g.i. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, m.s. grill gate of 2 m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per i.s. code. the job to include painting the name of the scheme and other details on the reservoir as per the directions of engineer-in-charge rcc tank- of 75000 litres capacity, providing and supplying isi standard welded di double flanged pipe excluding gst levied by goi & gom in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to store / site, unloading, stacking etc. complete as directed by engineer -in- charge. (for 2.75 m bare pipe) inlet pipe 100 mm, outlet pipe 100 mm, overflow 100 mm, providing double flange sluice valve confirming for is- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding gst levied by goi & gom in all respect etc. complete, providing and supplying isi standard d.i. specials & fittings with sealing rubber gasket of s.b.r.,complete with cast iron follower gland and m.s. nut & bolts coated or otherwise protected from rusting and suitable for d.i. pipes excluding cost of all labours and materials and transportation to stores / site, loading , unloading excluding all taxes , etc. complete. 80 to 300 mm dia, portable water purifiers or filters,, filter sand, proposed rising main from well to 75,000 litre tank, pure water pumping machinery 7.5 hp (1w+1s) for esr
Agency / Dept :
directorate general defence estates DGDE
Due Date :
Oct 17, 2026 (2 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 17738655
Location : jammu , jammu & kashmir
Source : GEM Tenders
LIVE TENDER
corrigendum tender for dismantling of 5 hp motor gear box and fabricated cantrol , material and labour for making , material and labour for disconnecting and removing , supply only bearings suitable for 5 hp , material and labour for servicing of gear box , supply and fixing in replacement of power ac contractor , supply and fixing in replacement of variable , supply and fixing in replacement of heavy duty , supply and fixing in replacement chain , material and labour for maintenance servicing , supply and fixing in replacement three phase , supply laying testing and commissioning , supply and laying of dwc pipe isi marked , supply and fixing 10 mm dia steel string , material and labour pcc , excavation in trenches not exc , returning filling in including spreading , removing excavated soil, repair and replacement of hp motor gear box and fabricated control panel, dismantling of 5 hp motor gear box and fabricated cantrol panel from site complete., material and labour for making 100 percentage serviceable to the lt panel motorized gate control panel by tracing out defects and replacing unsv parts including control wiring complete. parts such as relay vsp 2 mcb nuts bolts washers thimbles etc shall be deemed to be included in the quoted rate., material and labour for disconnecting and removing the squirrel cage 3 phase 415 volts 50 hz induction motor of 5 hp capacity from its foundations by disconnecting electrical connections and motor couplers taking it to workshop for repair and dismantling and opening up of motor removing burnt out winding wires complete cleaning startor and rotor assembly rewinding the startor with same guage and type with insulation copper conductor winding wires and insulation sheets applying insulating varnish over the complete winding drying up by heating assembling back the stator and rotor including replacement of terminal blocks and terminal bolts nuts and washers refixing back to its postion after getting repaired and making all connections carry out alignment testing for satisfactory function all as specified, supply only bearings suitable for 5 hp., material and labour for servicing of gear box with oil suitable for three phase motor 5 hp 1450 rpm installed at 130 hu hanger motorized gate including drainout the lubricating oil and proper cleaning refilling gear box oil and creasing of chain size 25mm and connecting gear to motor complete., supply and fixing in replacement of power ac contractor 40 amp three pole mnx a2 complete, supply and fixing in replacement of variable freaquency transformer vft suitable for 5 hp electric motor 3 phase 50 hz 375 to 440 volts 1440 rpm complete, supply and fixing in replacement of heavy duty round pully with bearing suitable for hanger door wheel 5 ton capacity complete, supply and fixing in replacement chain 25mm suitable for connecting gear to motor complete, material and labour for maintenance servicing of induction motor 5 hp capacity by means greasing oiling replacement of gland of suitable size replacement of coupling flange and replacement of nuts bolts etc as directed at site., supply and fixing in replacement three phase 6 sqmm copper pvc insulated flexible type cable complete, supply laying testing and commissioning ug cable xlpe insulated screened pvc bedded galvanized steel strip or wire armoured electric power cables heavy duty 1100 volts grade with stranded aluminium conductor of size 16 sq mm 4 core with suitable thimbles complete including disconnecting and taking out old existing unserviceable cable all as specified, supply and laying of dwc pipe isi marked is 16205 part-ii of outer dia of 63 mm and inner dia 50mm with smooth internal and profiled external surface for non pressure under ground cable including all connected accessories complete including disconnecting and taking out old existing unsv pipe all as specified and directed., supply and fixing 10 mm dia steel string for working on rooling wheel for moving to steel gate. the steel string shall be bearing capacity minimum 5 ton complete, material and labour pcc 1 ratio 3 ratio 6 type c1 using 20 mm graded stone aggregate for platform of motor and water storage tank size 2.5 x 5 x 0.3m etc incl fair finishing the exposed surfaces even and smooth without using extra cement including necessary form work complete., excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth for foundation etc or for shafts wells cesspits manholes pier holes etc not exc. 10sqm on plan and not exc 1.5m in depth and getting out in soft loose soil complete, returning filling in including spreading leveling watering and well ramming in layer not exceeding 25 cms thick after laying and testing of cable complete, removing excavated soil to a distance not exc. 50m and depositing where directed at a level not exc. 1.5m above starting point complete
Agency / Dept :
indian army
Due Date :
Oct 22, 2026 (7 days left)
Tender Value :
Refer Document
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T18 Ref No : 17758441
Location : jammu , jammu & kashmir
Source : GEM Tenders
LIVE TENDER
tender for renovation of existing operation sadbhavana shed vtc and sponsoring skill development courses - complete internal and external distemper white wash , minor electrical wiring switches sockets and electrical points , supply and fixing of pvc wall panelling along entry corridor walls , vitrified tiles in front of building 8 ft 25 ft , repair of toilet water supply connection , window blinds for selected training rooms reception , central training work table 8 ft 6 ft , weather protection chajja sunshade 8 ft 2 ft , electric iron with ironing board , professional tailoring scissors cutting tools , measuring tapes rulers scales and marking tools , needles bobbins threads and sewing accessories , machine maintenance tool kit , stitching training posters charts and educational material , miscellaneous items for repairing toilet internal , additional stitching equipment consumables to complete training setup , repairing professional salon beauty training chairs , large wall mounted looking makeup mirrors , led profile backlighting behind mirrors , ceiling hanging decorative light for centre training table , facial steamer beauty treatment machine , makeup training kits with brushes and accessories , hair styling tools combs brushes and scissors , beauty trolley storage unit , shampoo hair wash basin with basic fittings , beauty consumables cosmetics for practical training , small stools and utility accessories , qualified stitching trainer instructor , qualified beauty parlour trainer instructor , trainee registration documentation assessment coordination and certification related expenses , centre administration trainee records attendance monitoring documentation progress reporting and coordination, renovation of existing operation sadbhavana shed vtc and sponsoring skill development courses, washable grade interior exterior paint of approved quality surface cleaning scraping minor putty and crack filling one suitable primer coat and minimum two finish coats uniform shade and proper surface finish, isi bis marked modular switches and sockets fr pvc insulated copper conductors of suitable current rating concealed surface pvc conduit as required proper junctions earthing insulation and secure termination complete testing after installation, good quality pvc wall panels minimum about 8 mm thick or equivalent rigid panel wood-finish decorative surface matching battens frames corner edge trims concealed approved fixing joint finishing and site measurement, matt anti skid vitrified floor tiles suitable for external semi external use nominal size as approved uniform shade base preparation sand cement bedding laying levelling cutting grouting and edge finishing complete, cpvc pvc pipes of suitable pressure rating compatible fittings valves elbows tees unions and joints replacement repair of defective portions leak proof joints pressure leak testing and labour complete, pvc aluminium venetian or roller blinds of suitable thickness and finish corrosion resistant hardware correct measurement brackets operating mechanism alignment and secure installation complete, overall size 8 ft 6 ft sturdy ms frame or wooden framework laminated worktop smooth and easy to clean finish adequate load bearing capacity lockable drawer unit with handle and key lock rounded safe edges and proper levelling, approx 8 ft 2 ft each ms angle iron support frame with adequately sloped colour coated gi ms sheet anti corrosive treatment and painting secure anchoring flashing sealing and rainwater protection to prevent ingress, branded thermostat controlled electric iron suitable for regular training use with adjustable temperature control and safety features matching sturdy ironing board with heat resistant cover and stable foldable support frame, tailor grade stainless steel cutting scissors tools sharp corrosion resistant blades ergonomic handles suitable for cutting cotton synthetic and other common training fabrics complete set in durable storage, tailoring measuring tape preferably 150 cm 60 in flexible and clearly graduated suitable rulers scales and fabric marking tools such as tailors chalk pencils durable and washable replaceable as applicable, assorted machine and hand sewing needles compatible bobbins goodquality sewing threads in commonly used colours seam ripper pins pin cushion and other routine sewing accessories required for practical training, basic sewingmachine maintenance kit including screwdrivers spanners brushes oil applicator oil suitable for sewing machines tweezers cleaning tools and other routine adjustment tools supplied in organised storage, printed durable and easy to read training posters charts covering basic stitching operations measurements machine parts operation safety fabric handling and tailoring process suitable for classroom display, approved quality minor civil plumbing repair materials required for completion of toilet internal repairs including sealants fasteners repair fittings connectors consumables and finishing materials as actually required at site, additional tailoring equipment and consumables required for a functional training setup compatible with the machines and course requirements includes small accessories consumables not otherwise covered subject to approval and actual requirement, repair refurbishment of existing salon chairs including upholstery seat repair tightening replacement of fittings hydraulic mechanical servicing where applicable cleaning and finishing chairs to be safe stable and fully usable after repair, large clear silvered glass mirror suitable for salon use with smooth finished edges and suitable backing frame wall mounted with heavy duty brackets anchors securely fixed and aligned safe installation, led profile lighting suitable for makeup work with compatible driver power supply concealed secure wiring diffuser profile as applicable adequate illumination and safe mounting behind mirror complete testing, led decorative pendant hanging fitting minimum 3000- 4000 k colour temperature adequate illumination for close training work complete with ceiling canopy suspension driver wiring fittings and installation, branded professional use facial steamer beauty treatment machine suitable for supervised practical training stable base stand controlled steam output water reservoir overheat dry run safety as provided by manufacturer and suitable electrical protection, complete professional basic makeup training kit including assorted makeup brushes applicators sponges and essential practice makeup accessories hygienic organised storage and suitable for supervised practical training, complete salon training lot including assorted combs sectioning combs hair brushes styling brushes professional scissors and routine hair styling accessories durable and suitable for repeated training use, salon grade trolley storage unit with sturdy frame smooth easy clean shelves trays castor wheels with stable movement adequate load capacity and organised storage for beauty training materials corrosion resistant finished surface, salon type hair wash basin of durable sanitary material with comfortable neck support compatible tap waste trap flexible appropriate water connections and basic plumbing fittings securely installed leak free and functional, training grade consumables cosmetics including cleansing products creams packs makeup basics disposable applicators and other routine beauty treatment consumables sealed labelled within usable shelf life and suitable for supervised practical training, sturdy salon training stools of suitable height with washable easy clean surface stable base legs utility accessories required for trainee seating and routine training area use safe and durable, trainer with relevant tailoring stitching qualification or demonstrated practical competence and nsdc govt recognised certification where applicable responsible for theory practical demonstrations trainee guidance and assessment support, trainer with relevant beauty parlour qualification practical competence and experience capable of conducting practical beauty training demonstrations hygiene safety instruction and trainee guidance, for batch of 10 20 candidates candidate registration enrolment documentation attendance records assessment coordination and applicable certification related charges through the authorised recognised process transparent supporting records to be maintained, for batch of 10 20 candidates maintenance of trainee files registration attendance progress monitoring inventory issue use records periodic progress reporting coordination with trainers assessment certification agencies and completion documentation
Agency / Dept :
indian army
Due Date :
Oct 31, 2026 (16 days left)
Tender Value :
Refer Document
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T18 Ref No : 17758473
Location : tawang , arunachal pradesh
Source : GEM Tenders
LIVE TENDER
tender for cctv camera - 8mp dual light dome ip camera 30m ir , outdoor ptz ip camera 2mp full hd 45x optical zoom 300m ir ip67 , ptz ip camera 2mp 360 rotation , surveillance grade hdd 4tb , 8 port gigabit ethernet switch , 4 port gigabit ethernet switch , outdoor armoured optical fiber cable 6 core , protective pipe cover for ofc cable , cat 6 lan cable 305m roll , cat 6 patch cord rj45 , weatherproof cable joint box , rj45 lan connector set 100 pcs , gigabit media converter pair , weatherproof enclosure box , pvc bend half inch , heavy duty cable tie roll , high mast gi pole 8 to 10 ft with cement base , 8 channel nvr 4k hdmi output , cctv wiring and installation services , ultra hd 4k display 75 inch , armoured power cable 2 core 5 sqmm , heavy duty inverter system, cctv camera, resolution 8mp full hd output dual light ir and white light ir coverage up to 30m wide dynamic range motion detection indoor installation power supply via poe weather resistant housing, image sensor half point 8 cmos 2mp resolution 1920 x1080 optical zoom 45x digital zoom 16x ir range up to 300m pan rotation 360 endless tilt range minus 10 to plus 90 video compression h265 h264 protection ip67 weatherproof ik10 vandal resistant power poe plus intelligent motion detection, 2mp resolution pan tilt zoom functionality ir range up to 150m outdoor weatherproof housing motion detection remote monitoring support, capacity 4tb surveillance grade 24 x 7 continuous recording support sata interface optimized for cctv systems high reliability long operational life, 8x10 100 1000 mbps ports auto mdi mdix support high speed data transfer plug and play compact design, 4x10 100 1000 mbps ports compact industrial design plug and play, armoured ofc 6 core long distance transmission weather resistant outer sheath suitable for underground outdoor installation high speed signal transmission, heavy duty hdpe pvc pipe suitable for 6 core armoured ofc weather resistant uv resistant moisture and corrosion protection flexible routing long service life, high speed lan cable 305m roll gigabit ethernet support flame retardant pvc jacket suitable for ip camera connectivity, high speed ethernet patch cord cat 6 compatible rj45 connectors durable pvc jacket plug and play low signal loss, outdoor cable jointing support heavy duty pvc dust moisture resistant safe cable termination corrosion resistant, rj45 lan connectors cat 6 compatible gold plated pins durable plastic housing easy crimping, ofc to ethernet converter single mode fiber support 10 100 1000 mbps speed sc port connectivity plug and play, ip65 rated enclosure pvc housing rust resistant lockable suitable for switches media converters, rigid pvc bend half inch diameter flame retardant uv resistant weatherproof, nylon cable ties uv resistant length 200 to 300 mm heavy duty, heavy duty galvanized iron pole height 8 to 10 ft diameter 4 to 6 inch mounted on reinforced cement base weatherproof rust resistant, supports 8 ip channels 4k hdmi output h265 compression remote mobile monitoring sata hdd up to 10tb usb backup motion detection onvif compatible, complete cctv wiring ofc cable laying pipe fitting camera mounting switch nvr installation media converter setup cable dressing clamping testing and commissioning, screen size 75 inch uhd 4k resolution hdmi usb support smart features wall mount compatible energy efficient, 2 core aluminium conductor 5 sqmm heavy duty outdoor suitable flame retardant pvc insulation, backup support for cctv equipment overload short circuit protection long backup battery continuous surveillance operation
Agency / Dept :
indian army
Due Date :
Oct 21, 2026 (6 days left)
Tender Value :
Refer Document
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T18 Ref No : 16903000
Location : antagarh , chhattisgarh
Source : GEM Tenders
tender for wall/ceiling ( service); consumables to be provided by service provider (inclusive i.. , facility management services - lumpsum based - goverment offfice; drawing, dressing and termination of fr pvc copper wiring including connections to switches, sockets, regulators, lights and mcbs ( service); consumables to be provided by service pro.. , facility management services - lumpsum based - goverment offfice; installation/fitting of led lights, modular boards, switches, sockets, regulators, ceiling roses, boxes and allied electrical accessories ( service); consumables to be provided by ser.. , facility management services - lumpsum based - goverment offfice; complete circuit checking, continuity/polarity testing, mcb checking, energisation, rectification and commissioning ( service); consumables to be provided by service provider (inclusi.. , facility management services - lumpsum based - goverment offfice; transportation, loading/unloading, drilling, minor consumables, tools, ladders, final dressing and cleaning ( service); consumables to be provided by service provider (inclusive in construction of .. , facility management services - lumpsum based - goverment offfice; surface preparation: scraping/removal of loose and flaking existing paint, dust, dirt and unwanted material from walls & ceiling, including rubbing/sanding and cleaning of surface to r.. , facility management services - lumpsum based - goverment offfice; minor surface repair: filling of minor cracks, nail holes, undulations and damaged patches with suitable crack filler/putty material, including rubbing and making the surface even (162.. , facility management services - lumpsum based - goverment offfice; wall putty: providing & applying premium white cement/polymer-based wall putty in minimum 2 coats, including necessary sanding/rubbing between coats to obtain a smooth and uniform surf.. , facility management services - lumpsum based - goverment offfice; interior primer: providing & applying one uniform coat of premium acrylic/water-based interior wall primer over prepared putty surface, complete (162,58 sqm); consumables to be provide.. , facility management services - lumpsum based - goverment offfice; premium emulsion paint: providing & applying minimum 2 coats of washable premium acrylic/plastic emulsion paint of approved colour/shade over primed surface using roller/brush to achie.. , facility management services - lumpsum based - goverment offfice; protection, finishing & cleaning: masking/protection of flooring, doors, windows, electrical fittings etc, minor consumables, final touch-up, removal of paint stains, debris and comple.. , facility management services - lumpsum based - goverment offfice; supply of commercial grade floor carpet, 4,5 mm overall thickness, polypropylene synthetic fibre, suitable for school library use (67,31 sqm); consumables to be provided by service pr.. , facility management services - lumpsum based - goverment offfice; approved carpet adhesive, jointing and fixing consumables (64,1 sqm); consumables to be provided by service provider (inclusive in contract cost) , facility management services - lumpsum based - goverment offfice; surface cleaning/preparation, cutting, joint matching, laying, rolling, trimming & complete fitting (64,1 sq,m); consumables to be provided by service provider (inclusive in contract.. , facility management services - lumpsum based - goverment offfice; transportation
Agency / Dept :
department of school education
Due Date :
Aug 31, 2026
Tender Value :
Refer Document
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T18 Ref No : 16639060
Location : vemula , andhra pradesh
Source : GEM Tenders
tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design drawings, fab
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Aug 26, 2026
Tender Value :
172Cr
View Documents
T18 Ref No : 16638320
Location : chandel , manipur
Source : GEM Tenders
tender for item no. 1 , item no. 2 , item no. 3 , item no. 4 , item no. 5, amc for repair and maintenance of air conditioner, annual maintenance charges for split/ window ac works with following works - (a) servicing once in a year. (b) quarterly preventive maintainance (c) checking selector switch , thermostat, relays, remote controle, motor bushing, tightening of nuts & bolts, drivemotors and fans, cooling efficiency, firmness of the suppportng arraneent for the compressor, blower motor, air conditioners casing and fixing of the air conditioners etc. (d) replacement of any component of air conditioners (outdoor and indoor uits, inlet and outlet pipelines, electrical connections etc) found defective after the abvoe checks and tests. (e) charging of refgrigerant gas, oiling the motors, chemical washing, the spares replaced under comprehensive maintenance shall be measured and paid oem tax invoice if same company spare not avl in market then spares will be paid on company invoice with 15% contractor profit. (a) compressor (b) running capacitor (c) fan capacitor (d) fan motor (e) grill (f) chasis (g) remote (h) brass pipe (j) pcb board (k) thermostate (l) drain pipe (m) pipe insulation (m) power cord (m) air filer (n) wall bracket (o) condensor of out door unit., installation of new split air conditiner stand on wall, connect inlet ac assembly to air conditioner , connect electricity supply to air conditioner and making insect proof the wall hole with white cement and check split ac functions after installation, dismantle of ac stand from wall, dismantly/fixed front air grill, disconnect electricity supply to air conditioner and re-installtion split air conditiner stand on wall, connect inlet ac assembly to air conditioner , connect electricity supply to air conditioner and making insect proof the wall hole with white cement and check split ac functions after installation, re-filling the ac gas, first check the compressor, connect valve on the compressor process tube, fil gas according to air conditioner check leakage after refill gas
Agency / Dept :
assam rifles
Due Date :
Aug 28, 2026
Tender Value :
4.97L
View Documents
T18 Ref No : 16953018
Location : vemula , andhra pradesh
Source : GEM Tenders
corrigendum tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design d
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Sep 03, 2026
Tender Value :
172Cr
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T18 Ref No : 16956100
Location : kanker , chhattisgarh
Source : GEM Tenders
tender for in contract cost) , facility management services - lumpsum based - goverment office; drawing, dressing & termination of fr pvc copper wires for complete lighting, fan and socket circuits (service); consumables to be provided by service provider (inclusive in contract construction of .. , facility management services - lumpsum based - goverment office; installation of led tube lights, ceiling roses, switches, sockets, regulators, modular plates and pvc boxes(service); consumables to be provided by service provider (inclusive in contra.. , facility management services - lumpsum based - goverment office; installation of mcbs, circuit connection, termination and electrical dressing (service); consumables to be provided by service provider (inclusive in contract cost) , facility management services - lumpsum based - goverment office; continuity, polarity, circuit checking, fault rectification, testing & commissioning (service); consumables to be provided by service provider (inclusive in contract cost) , facility management services - lumpsum based - goverment office; transportation, loading/unloading, drilling, tools, ladders and minor consumables (service); consumables to be provided by service provider (inclusive in contract cost) , facility management services - lumpsum based - goverment office; final wiring dressing, finishing, waste removal, cleaning & handing over (service); consumables to be provided by service provider (inclusive in contract cost) , facility management services - lumpsum based - goverment office; surface preparation scraping removal of loose or flaking existing paint, dust and dirt from walls & ceiling including rubbing, sanding and cleaning (553,83 sq,m,); consumables to be p.. , facility management services - lumpsum based - goverment office; minor surface repair, filling minor cracks, nail holes, damaged patches and uneven surfaces with suitable repair filler material including levelling (553,83 sq,m,); consumables to be pr.. , facility management services - lumpsum based - goverment office; wall putty, providing applying good quality white cement polymer based wall putty in minimum 2 coats, including rubbing sanding to obtain smooth and even finish (553,83 sq,m,); consum.. , facility management services - lumpsum based - goverment office; interior primer,providing applying one uniform coat of acrylic water based interior primer over properly prepared putty surface (553,83 sq,m,); consumables to be provided by service pro.. , facility management services - lumpsum based - goverment office; interior emulsion paint providing applying minimum 2 coats of washable acrylic plastic emulsion paint of approved colourshade using roller brush (553,83 sq,m,); consumables to be provid.. , facility management services - lumpsum based - goverment office; masking ,protection of flooring, aluminium work, windows, electrical fittings and minor consumables (service); consumables to be provided by service provider (inclusive in contract cost.. , facility management services - lumpsum based - goverment office; final touch-up, debris removal and complete cleaning (service); consumables to be provided by service provider (inclusive in contract cost) , facility management services - lumpsum based - goverment office; supply of commercial,institutional grade floor carpet, 4 5 mm overall thickness,polypropylene,synthetic fibre, loop-pile,tufted construction with durable backing, suitable for school,li.. , facility management services - lumpsum based -
Agency / Dept :
department of school education
Due Date :
Sep 04, 2026
Tender Value :
Refer Document
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Do I need specific testing or quality certificates to apply for these contracts?

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

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

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6.

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

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

7.

As an MSME, can I get financial benefits when bidding for Cement Testing Service?

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

8.

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

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

9.

What makes Tender18 a reliable GeM support partner?

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

10.

What does "L1" mean in these government contracts?

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

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