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10List of pit work Tenders from andhra pradesh

Are you searching for pit work tenders in andhra pradesh or andhra pradesh pit work tender opportunities? You are at the right place. Tender18 provides a comprehensive, verified, and regularly updated list of government tenders specifically related to pit work across andhra pradesh, along with complete tender documents, BOQ details, eligibility criteria, and bid submission information.

All tender data is collected from official government and PSU e-procurement portals such as GeM, CPPP, and state procurement websites. This ensures accuracy, transparency, and reliability for businesses participating in tenders.

Tender18 is trusted by businesses across India for accurate tender information and professional bidding support. Our team has hands-on experience in government tender processes and actively assists clients in live tender participation, document preparation, and compliance management.

Whether you are a manufacturer, authorized dealer, contractor, or service provider, this page helps you discover relevant pit work-based opportunities in andhra pradesh without wasting time on unrelated tenders.





Latest pit work Tenders in andhra pradesh

This page includes active tenders, upcoming tenders, corrigendum updates, and contract notices related to pit work published by various government departments, municipal corporations, PSUs, and central agencies operating in andhra pradesh.

These tenders typically include:

- Supply of pit work products

- Installation and commissioning projects

- Annual Maintenance Contracts (AMC)

- Turnkey and service-based contracts

By tracking these pit work-specific tenders in andhra pradesh, businesses can quickly identify relevant projects and high-value opportunities aligned with their expertise.

In many regions of andhra pradesh, demand for pit work tenders is increasing across sectors such as infrastructure, public services, utilities, and institutional procurement. Staying updated with these opportunities can give your business a strong competitive advantage.

Grow Your Business with pit work Contracts in andhra pradesh

Finding niche tenders in a large pool of government data can be challenging. Tender18 simplifies this process by providing category-focused tender listings based on pit work within andhra pradesh, helping businesses save time and focus only on relevant bids.

With our platform, you can:

- Discover relevant tenders faster

- Avoid unrelated categories

- Track location-wise opportunities across andhra pradesh

- Stay updated with real-time tender alerts

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Tender18 provides structured and reliable tender information designed for businesses looking for targeted opportunities.

Key benefits include:

- Targeted Opportunities: View only pit work-related tenders

- Comprehensive Coverage: Includes SITC, AMC, supply, and service contracts

- Early Updates: Get alerts for upcoming tenders before high competition

- Document Access: Easy access to BOQ, technical specifications, and tender files

- Expert Support: Professional assistance in tender understanding and bidding

Trusted & Verified Tender Information

Our team combines industry expertise with advanced systems to verify and update tender data from official sources. This ensures you receive accurate, up-to-date, and actionable information for all pit work tenders in andhra pradesh.

We also assist businesses with GeM registration, OEM registration, and complete tender consultancy services, helping improve participation and success rates.

Who Can Apply for pit work Tenders in andhra pradesh?

These tenders are suitable for businesses specialized in pit work, including:

- OEMs and Manufacturers

- Service Providers and Agencies

- Authorized Dealers and Distributors

- System Integrators and Contractors

- MSMEs and Startups

Eligibility may vary depending on the tender requirements. It is important to review all tender documents carefully before applying.

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Our experts actively work on real tender submissions and help businesses improve bid accuracy and competitiveness.

Start Bidding on pit work Tenders Today

Do not miss out on valuable pit work tender opportunities in andhra pradesh. Stay updated with verified information, access complete tender documents, and participate with confidence.

Contact Tender18 today at +91 7069661818 to get expert support for tender tracking and bidding.

Due Date
T18 Ref No : 17433302
Location : rajahmundry , andhra pradesh
tender for miscellaneous civil job at mandapeta, miscellaneous civil work in mandapeta gcs like scada room floor repair, renovation of kpcl toilet, new toilet for security and drivers, ows pit and other civil jobs
Agency / Dept :
oil and natural gas corporation limited ONGC
Due Date :
Oct 14, 2026
Tender Value :
Refer Document
View Documents
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 : 16953322
Location : visakhapatnam , andhra pradesh
Source : GEM Tenders
corrigendum tender for schedule1 , schedule2 , schedule3 , schedule4 , schedule5 , schedule6 , schedule7 , schedule8 , schedule9 , schedule10 , schedule11 , schedule12 , schedule13 , schedule14 , schedule15 , schedule16 , schedule17, supply and installation of ac, supply and fixing of following ways surface recess mounting vertical type 415 v tpn 12 way mcb distribution board of sheet steel dust protected duly powder painted inclusive of 200 a tinned copper bus bar common neutral link earth bar din bar and mounting 5 a to 32a as per description in nit, supply and layingclampingdrawing of 35c x 50 sqmm 11 kv grade lt cable xlpe insulated pvc sheathed armored pvc overall sheathed multi stranded aluminium conductor cable conforming to is 7098parti as per description in nit, supply and wiring for circuit sub main wiring along with earth wire with the following sizes fr pvc insulated copper conductor single core cable in surface recessed medium class pvc conduit as required complete with all labour material tools tackles as directed by engineer in charge as per description in nit, core cutting for installation of 20 tr 3 star rated split ac unit as directed by engr ic complete with all labour tools and tackles as per description in nit, supply fixing testing of push button type motor starter for ac units along with suitable base complete with all materials tools and tackles as directed by engric make anchor cona millonmk, supply and fixing suitable size gi box with modular plate and cover in front on surface or in recesses including providing and fixing 6 pin 56 1516 a modular socket and 1516 a modular switch connections etc as per description in nit, supply installation testing and commissioning of 50 kva stabilizers to work on 170-240vac with time delay relay and over load protection as directed by engricmake unistabv guardreal guarditl as per description in nit, supply fixing connecting and commissioning of lt 3 phase and neutral floor mounted in door type thickness of 3 mm with hinged door of following switch gears of approved brands with necessary 600 amps alluminium bus bar arrangement witas per description in nit, supply and layingclampingdrawing of 35c x 240 sqmm 11 kv grade lt cable xlpe insulated pvc sheathed armored pvc overall sheathed multi stranded aluminum conductor cable conforming to is 7098part-i as as per description in nit, supply and providing of pcc 136 with 20 mm graded granite as coarse aggregate and river sand as fine aggregate including mixing depositing in position tamping finishing and curing for basepole concreting road cutting etc as directed by engineer in charge including all labour and tools as per description in nit, excavation of pit trench in soft loose soil of required width and depth for erection of bg rail poles spun poles struts or for laying ht lt underground cables gi pipes etc and refilling the pit trench and made good to match with the surroundings including cleaning the debris as directed complete all labour and material as per description in nit, supply and providing earth station using 3 meters long 80 mm medium grade gi pipe in a masonry enclosure of duly filling with alternate layers of coal and charcoal complete with gi funnel and covering with pcc cover and conforming to is 3043 as directed by engineer in charge including all labour and material as per description in nit, supply and laying 50 mm x 6 mm gi strip as strip earth electrode including connection terminating with gi nut bolt spring washer etc as required jointing shall be done by overlapping and with 2 sets of gi nut bolt spring washer spaced at 50mm as directed by engineer in charge as per description in nit, supply installation testing and commissioning of 20 tr with 5 star bee rating air cooled hi wall split type air conditioners complete with indoor unitidu outdoor unit odu surface concealed copper refrigerant piping with insulation closed cell elastomeric nitrile rubber tubular pipe section as per description in nit, supply and running of 2 runs of copper tube of size 12inch x 14inch for section and liquid line between indoor outdoor unit of split ac unit with foam as as per description in nit, supply installation testing commissioning of eas 4 stainless steel air curtain 4 feet air through 21 ms including door closers 230 volts 50hz as per description in nit, supply and fixing of set of ms stand for above ac unit complete with all materials labour tools and tackles as directed by engric as per description in nit
Agency / Dept :
visakhapatnam port trust VPT
Due Date :
Aug 27, 2026
Tender Value :
32.28L
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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
View Documents
T18 Ref No : 17401190
Location : vijayawada , andhra pradesh
tender for up keeping by clearing of emergency jammed coal and slurry coal at various chutes and various jammed places of junction towers, sump pump pits,conveyors-23, 16a/b, 17a/b, 18a/b, 19a/b, rfc-3,4 and conveyor-24 in m-iv sub- division of mm/chp/stage-iii/dr. nttps as and when required during the period from 01-10-2026 or from the date of commencement of work to 31.03.2027
Agency / Dept :
andhra pradesh power generation corporation APGENCO
Due Date :
Sep 28, 2026
Tender Value :
10.36L
View Documents
T18 Ref No : 17401196
Location : vijayawada , andhra pradesh
tender for charges for critical repair works and movement of locos & dozers from railway marshaling yard to loco shed/maintenance pit/dozer shed/diesel bunk and return back to railway marshalling yard /pile, coal yard in l&em/chp/dr nttps as and when required during the period from 01-10-2026 or from the date of commencement of work to 31-03-2027
Agency / Dept :
andhra pradesh power generation corporation APGENCO
Due Date :
Sep 28, 2026
Tender Value :
10.25L
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T18 Ref No : 17094207
Location : vemula , andhra pradesh
Source : GEM Tenders
corrigendum tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design d
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Sep 07, 2026
Tender Value :
172Cr
View Documents
T18 Ref No : 17691265
Location : rajahmundry , andhra pradesh
auction or scrap of lot no - 1 lot name - assorted size tires, tubes and flaps (material type - rubber) product type - miscellaneous category - rubber assorted size tires, tubes and flaps (material type -rubber) material type- rubber qty:20 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 3 lot name - rubber scrap with bop parts and hoses product type - miscellaneous category - rubber rubber scrap with bop parts and hoses material type- rubber qty:20 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 4 lot name - electronic scrap mainly e-waste product type - electronics items category - others - electronic scrap pcb group - e- waste-rule 2022 electronic scrap mainly e-waste material type-e- waste qty:2 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted before auction commence date | lot no - 5 lot name - electrical scrap mainly like tube light fitting, led fitting etc product type - electrical items category - others - electrical scrap pcb group - e- waste-rule 2022 electrical scrap mainly like tube light fitting, led fitting etc material type- electrical qty:2 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted before auction commence date | lot no - 6 lot name - gp-11 wire (seismic cable) product type - plant/machineries category - machinery items gp-11 wire (seismic cable) material type- rubber-copper qty:15 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 8 lot name - condemned - polypropylene sacks product type - plant/machineries category - machinery items condemned - polypropylene sacks material type- plastic qty:100 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 9 lot name - plastic and iron molded plastic casing protectors (assorted sizes) product type - plant/machineries category - machinery items plastic and iron molded plastic casing protectors (assorted sizes) material type- plastic/iron qty:40 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 11 lot name - condemned assorted sizes of drill pipes, heavy weight drill pipes and casing product type - plant/machineries category - machinery items condemned assorted sizes of drill pipes, heavy weight drill pipes and casing mainly comprising of 5” drill pipe ,7” and 9 5/8”, casing and 13-3/8”, 68 ppf and 5” and 7” heavy weight drill pipe material type-iron qty:400 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 12 lot name - condemned assorted size pipes including cut pieces product type - plant/machineries category - machinery items condemned assorted size pipes mostly 2-7/8 and 3-1/2” tubing’s including cut pieces (material type - ferrous) (fully rusted) material type-iron qty:250 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 13 lot name - miscellaneous iron and steel scrap product type - plant/machineries category - machinery items miscellaneous iron and steel scrap (structural scrap and including angular cut pieces of pipes) material type-iron qty:400 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 14 lot name - miscellaneous pipe scrap -assorted sizes product type - plant/machineries category - machinery items miscellaneous pipe scrap (assorted sizes) material type-iron qty:300 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 15 lot name - condemned capital rig material derrick sub/structure, shale shakers etc product type - plant/machineries category - machinery items condemned capital rig material consisting of following items: derrick sub/structure, sh ale shakers, crown block, degasser, winch - pneumatic / hydraulic / elect, fire pump, lmmc/mud cleaner, material type-iron qty:1 - lot ( 08 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted before auction commence date | lot no - 16 lot name - condemned capital rig material draw work, hopper, swivel, dc motors product type - plant/machineries category - machinery items condemned capital rig material consisting of following items:draw work, hopper, swivel, dc motors material type-iron qty:1 - lot ( 04 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted before auction commence date | lot no - 17 lot name - condemned capital rig material mast/monkey board, desander, engine etc product type - plant/machineries category - machinery items condemned capital rig material consisting of following items:mast/monke y board, desander, engine (other than drilling rig), mud system tank, pump manifold mud tank and standpipe, rotary table material type-iron qty:1 - lot ( 07 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted before auction commence date | lot no - 18 lot name - condemned capital rig material multi segment drill coller slip etc, product type - plant/machineries category - machinery items condemned capital rig material consisting of following assorted items:multi segment drill coller slip, inside bop, inside bop 3.5, plate pressure ins spares, boiler, b.o.p. manifold connection set, stabilizers (hole), junk-sub, combustible gas indicator, non- return valves, hydraulic jack, pit vol totalizer. material type-iron qty:1 - lot ( 56 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted before auction commence date | lot no - 19 lot name - condemned capital rig material hp gate valve, instrument platform,etc product type - plant/machineries category - machinery items condemned capital rig material consisting of following assorted items:hp gate valve, instrument platform, pulley block with stand, b o p, high press gate valves, contl head hydl bop, cross over spools, mud system tank, well control panel, x-mas tree, foam cum water fire monitor, ladder, non-return valves, washing unit, compressed air system. material type-iron qty:1 - lot ( 50 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted | lot no - 20 lot name - condemned capital rig material dc pcr unit, inclined walk, air compressor etc product type - plant/machineries category - machinery items condemned capital rig material consisting of following assorted items:dc pcr unit, inclined walk, air compressor, ezy torque, draw works ele-brake flan, jet sharing system, mobile welding gen set, electric motor, fabrication of a.c. power room, high pressure bop test un, bunk house, junk-sub, cooking range gas operate, air winch, electric welding plant/ rectifier unit, multi segment drill coller slip, dc motor for ird, shale shaker, super charger, bop lifting system, suction manifold ins spar, mud gas separator, kelly spinner, power unit for hydraulic c, electrical motor, water tank, ird with double speed | lot no - 21 lot name - condemned capital rig material dc power control room,diesel engine etc product type - plant/machineries category - machinery items condemned capital rig material consisting of following assorted items:dc power control room, s,f,i of h- manifold, diesel engine, condemned generator three phase, pneumatic kelly spinner, engine (other than drilling rig), multi segment drill coller slip, power tong (assorted all size), master bushing (assorted sizes), bunk house, mud agitator with motor, stabilizers, hp gate valve, elevator (assorted size). material type-iron qty:1 - lot ( 33 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order | lot no - 22 lot name - condemned capital rig material pump accu/pre unit hydl b, winch etc product type - plant/machineries category - machinery items condemned capital rig material consisting of following assorted items:pump accu/pre unit hydl b, winch - pneumatic / hydraulic / elect./, frame of shelter/dog house/, stabilizers (hole), bunk house, elec oprtbl type cooking rng, power pump motor, elevator (assorted size), hp gate valve, electric welding plant/ rectifier unit, skid/ master skid, mud agitator with motor, mud system tank, no air option (eliminates air utility) *, pump manifold mud tank and stand pipe, shale shaker with motors, generator three phase, spinning wrench , d/collar, mud cleaner, power tong (size), fire pump. material type-iron | lot no - 23 lot name - condemned capital rig materialtank water/oil, kellies all sizesetc product type - plant/machineries category - machinery items condemned capital rig material consisting of following items:tank water/oil, kellies all sizes, stabilizers (hole), non-return valves, elevator (assorted size), mast/monkey board, , b o p, power tong (all size), agitator, condemned krisp cold deep freezer, martin decker 6 pen recor, multi segment drill coller slip, condemned diesel engine. material type-iron qty:1 - lot ( 30 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to | lot no - 24 lot name - condemned capital rig material chain links, alternator, pump sprocket, etc product type - plant/machineries category - machinery items condemned capital rig material consisting of following assorted items like: chain links, alternator, pump sprocket, pipe spinner, power tong (assorted size), hydraulic casing tong, shoe crossheads, inside bop, plate centre, pc swivel tools, elevator (assorted size), pipe racks material type-iron qty:1 - lot ( 23 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted before auction commence date | lot no - 25 lot name - miscellaneous iron and steel scrap of furniture,rusted items etc product type - plant/machineries category - machinery items miscellaneous iron and steel scrap (structural scrap of furniture, rusted items etc.) material type-iron qty:100 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date
Agency / Dept :
mstc limited metal scrap trade corporation limited
Due Date :
Oct 09, 2026
Tender Value :
Refer Document
View Documents
T18 Ref No : 17616067
Location : vijayawada , andhra pradesh
tender for up keeping by clearing of emergency jammed coal and slurry coal at various chutes and various jammed places of junction towers, sump pump pits,conveyors-23, 16a/b, 17a/b, 18a/b, 19a/b, rfc-3,4 and conveyor-24 in m-iv sub- division of mm/chp/stage-iii/dr. nttps as and when required during the period from 01-10-2026 or from the date of commencement of work to 31.03.2027
Agency / Dept :
andhra pradesh power generation corporation APGENCO
Due Date :
Oct 08, 2026
Tender Value :
10.36L
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T18 Ref No : 17745049
Location : rajahmundry , andhra pradesh
auction or scrap of lot no - 1 lot name - assorted size tires, tubes and flaps (material type - rubber) product type - miscellaneous category - rubber assorted size tires, tubes and flaps (material type -rubber) material type- rubber qty:20 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 3 lot name - rubber scrap with bop parts and hoses product type - miscellaneous category - rubber rubber scrap with bop parts and hoses material type- rubber qty:20 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 4 lot name - electronic scrap mainly e-waste product type - electronics items category - others - electronic scrap pcb group - e- waste-rule 2022 electronic scrap mainly e-waste material type-e- waste qty:2 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted before auction commence date | lot no - 5 lot name - electrical scrap mainly like tube light fitting, led fitting etc product type - electrical items category - others - electrical scrap pcb group - e- waste-rule 2022 electrical scrap mainly like tube light fitting, led fitting etc material type- electrical qty:2 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted before auction commence date | lot no - 6 lot name - gp-11 wire (seismic cable) product type - plant/machineries category - machinery items gp-11 wire (seismic cable) material type- rubber-copper qty:15 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 8 lot name - condemned - polypropylene sacks product type - plant/machineries category - machinery items condemned - polypropylene sacks material type- plastic qty:100 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 9 lot name - plastic and iron molded plastic casing protectors (assorted sizes) product type - plant/machineries category - machinery items plastic and iron molded plastic casing protectors (assorted sizes) material type- plastic/iron qty:40 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 11 lot name - condemned assorted sizes of drill pipes, heavy weight drill pipes and casing product type - plant/machineries category - machinery items condemned assorted sizes of drill pipes, heavy weight drill pipes and casing mainly comprising of 5” drill pipe ,7” and 9 5/8”, casing and 13-3/8”, 68 ppf and 5” and 7” heavy weight drill pipe material type-iron qty:400 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 12 lot name - condemned assorted size pipes including cut pieces product type - plant/machineries category - machinery items condemned assorted size pipes mostly 2-7/8 and 3-1/2” tubing’s including cut pieces (material type - ferrous) (fully rusted) material type-iron qty:250 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 13 lot name - miscellaneous iron and steel scrap product type - plant/machineries category - machinery items miscellaneous iron and steel scrap (structural scrap and including angular cut pieces of pipes) material type-iron qty:400 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 14 lot name - miscellaneous pipe scrap -assorted sizes product type - plant/machineries category - machinery items miscellaneous pipe scrap (assorted sizes) material type-iron qty:300 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date | lot no - 15 lot name - condemned capital rig material derrick sub/structure, shale shakers etc product type - plant/machineries category - machinery items condemned capital rig material consisting of following items: derrick sub/structure, sh ale shakers, crown block, degasser, winch - pneumatic / hydraulic / elect, fire pump, lmmc/mud cleaner, material type-iron qty:1 - lot ( 08 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted before auction commence date | lot no - 16 lot name - condemned capital rig material draw work, hopper, swivel, dc motors product type - plant/machineries category - machinery items condemned capital rig material consisting of following items:draw work, hopper, swivel, dc motors material type-iron qty:1 - lot ( 04 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted before auction commence date | lot no - 17 lot name - condemned capital rig material mast/monkey board, desander, engine etc product type - plant/machineries category - machinery items condemned capital rig material consisting of following items:mast/monke y board, desander, engine (other than drilling rig), mud system tank, pump manifold mud tank and standpipe, rotary table material type-iron qty:1 - lot ( 07 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted before auction commence date | lot no - 18 lot name - condemned capital rig material multi segment drill coller slip etc, product type - plant/machineries category - machinery items condemned capital rig material consisting of following assorted items:multi segment drill coller slip, inside bop, inside bop 3.5, plate pressure ins spares, boiler, b.o.p. manifold connection set, stabilizers (hole), junk-sub, combustible gas indicator, non- return valves, hydraulic jack, pit vol totalizer. material type-iron qty:1 - lot ( 56 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted before auction commence date | lot no - 19 lot name - condemned capital rig material hp gate valve, instrument platform,etc product type - plant/machineries category - machinery items condemned capital rig material consisting of following assorted items:hp gate valve, instrument platform, pulley block with stand, b o p, high press gate valves, contl head hydl bop, cross over spools, mud system tank, well control panel, x-mas tree, foam cum water fire monitor, ladder, non-return valves, washing unit, compressed air system. material type-iron qty:1 - lot ( 50 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted | lot no - 20 lot name - condemned capital rig material dc pcr unit, inclined walk, air compressor etc product type - plant/machineries category - machinery items condemned capital rig material consisting of following assorted items:dc pcr unit, inclined walk, air compressor, ezy torque, draw works ele-brake flan, jet sharing system, mobile welding gen set, electric motor, fabrication of a.c. power room, high pressure bop test un, bunk house, junk-sub, cooking range gas operate, air winch, electric welding plant/ rectifier unit, multi segment drill coller slip, dc motor for ird, shale shaker, super charger, bop lifting system, suction manifold ins spar, mud gas separator, kelly spinner, power unit for hydraulic c, electrical motor, water tank, ird with double speed | lot no - 21 lot name - condemned capital rig material dc power control room,diesel engine etc product type - plant/machineries category - machinery items condemned capital rig material consisting of following assorted items:dc power control room, s,f,i of h- manifold, diesel engine, condemned generator three phase, pneumatic kelly spinner, engine (other than drilling rig), multi segment drill coller slip, power tong (assorted all size), master bushing (assorted sizes), bunk house, mud agitator with motor, stabilizers, hp gate valve, elevator (assorted size). material type-iron qty:1 - lot ( 33 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order | lot no - 22 lot name - condemned capital rig material pump accu/pre unit hydl b, winch etc product type - plant/machineries category - machinery items condemned capital rig material consisting of following assorted items:pump accu/pre unit hydl b, winch - pneumatic / hydraulic / elect./, frame of shelter/dog house/, stabilizers (hole), bunk house, elec oprtbl type cooking rng, power pump motor, elevator (assorted size), hp gate valve, electric welding plant/ rectifier unit, skid/ master skid, mud agitator with motor, mud system tank, no air option (eliminates air utility) *, pump manifold mud tank and stand pipe, shale shaker with motors, generator three phase, spinning wrench , d/collar, mud cleaner, power tong (size), fire pump. material type-iron | lot no - 23 lot name - condemned capital rig materialtank water/oil, kellies all sizesetc product type - plant/machineries category - machinery items condemned capital rig material consisting of following items:tank water/oil, kellies all sizes, stabilizers (hole), non-return valves, elevator (assorted size), mast/monkey board, , b o p, power tong (all size), agitator, condemned krisp cold deep freezer, martin decker 6 pen recor, multi segment drill coller slip, condemned diesel engine. material type-iron qty:1 - lot ( 30 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to | lot no - 24 lot name - condemned capital rig material chain links, alternator, pump sprocket, etc product type - plant/machineries category - machinery items condemned capital rig material consisting of following assorted items like: chain links, alternator, pump sprocket, pipe spinner, power tong (assorted size), hydraulic casing tong, shoe crossheads, inside bop, plate centre, pc swivel tools, elevator (assorted size), pipe racks material type-iron qty:1 - lot ( 23 items) contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the ?as is where is? basis pre bid emd to be submitted before auction commence date | lot no - 25 lot name - miscellaneous iron and steel scrap of furniture,rusted items etc product type - plant/machineries category - machinery items miscellaneous iron and steel scrap (structural scrap of furniture, rusted items etc.) material type-iron qty:100 - mt contact :shri. satish chandra incharge :: 8331998633/ 7901619286 delivery period 15 working days from date of release order note: lots are sold on the “as is where is” basis pre bid emd to be submitted before auction commence date
Agency / Dept :
mstc limited metal scrap trade corporation limited
Due Date :
Oct 14, 2026
Tender Value :
Refer Document
View Documents

The total market demand for Pit Work related products, setups, and services is seeing a massive growth across various public sectors throughout the entire region of Andhra Pradesh. Multiple state government offices, public works departments, government schools, regional hospitals, and state-run public sector undertakings (PSUs) frequently open new tenders for the direct bulk supply, physical installation, commissioning, or Annual Maintenance Contracts (AMC) of Pit Work. These specialized contracts represent an incredible growth avenue for manufacturers, authorized brand dealers, regional distributors, and system integrators who have the logistics capability to supply goods or execute projects across different districts, towns, and cities within Andhra Pradesh. By securing these state-level category contracts, your business can establish a long-term revenue stream backed by the financial security of the state government.

You no longer have to spend hours opening ten different state department websites or regional newspaper advertisements just to find relevant niche work. Our comprehensive Pit Work Tenders in Andhra Pradesh tracking service aggregates all relevant market opportunities into one single, organized digital platform. We push new tender alerts daily directly to your WhatsApp number and Email inbox the moment a matching project goes live anywhere in the state. By logging into your dedicated Tender18 portal account via our premium login access, you can easily use advanced search filters to sort active Pit Work tenders by district names, estimated project costs, or department names. You can also download the complete tender documents, technical checklists, and BOQ rate excel sheets with a single click to quickly understand the project scope and evaluate its commercial feasibility.

State-level category tenders usually come with very specific regional compliance laws, such as state GST rules, regional labor registrations, or local purchase preferences designed for MSMEs registered within Andhra Pradesh. Our professional bidding service ensures that your company complies with all these regional regulations perfectly to avoid any post-bid complications. We handle your full online vendor registration on the state's official e-procurement portal, manage the sorting and formatting of your certificates for the technical document submission, resolve all Class-3 DSC (Digital Signature Certificate) token settings on your workstation, and guide you through the final price bid submission window. We make sure your financial rates are calculated correctly and uploaded safely into the portal's encrypted price envelope before the official closing hours.

Tender18 completely removes the stress of tracking and applying for niche government contracts across the region. We take care of data filtering by delivering fresh daily notifications via WhatsApp and Email, providing clear dashboard login access to filter state-wide bids, and offering one-click tender document downloads for all Pit Work requirements in Andhra Pradesh. When you decide to participate in a live state bid, our technical experts manage the complete bidding process for you—including new portal vendor registration, thorough paperwork review for technical document submission, browser-level Class-3 DSC integration, and successful price bid submission. We continuously screen all active government files in the state to pick out the exact opportunities matching Pit Work, helping your business secure lucrative state contracts effortlessly.

1.

What exactly falls under the category of Pit Work tenders in Andhra Pradesh?

Pit Work tenders in Andhra Pradesh cover a wide scope of government requirements. This typically includes the direct supply of Pit Work products, installation and commissioning projects (SITC), Annual Maintenance Contracts (AMC), and comprehensive turnkey or service-based contracts for state departments.

2.

How does Tender18 consolidate Pit Work tenders from different portals in Andhra Pradesh?

Our platform aggregates data from all primary sources operating within the region, including the Central Public Procurement Portal (CPPP), Government e-Marketplace (GeM), and specific Andhra Pradesh government e-procurement websites, ensuring you don't have to check multiple dashboards.

3.

Why is it highly beneficial to track niche Pit Work contracts at a state level?

Tracking niche contracts specifically within Andhra Pradesh allows businesses to discover localized high-value opportunities. Demand is consistently rising across local infrastructure, utilities, public services, and institutional procurement, making it easier for regional players to compete.

4.

Does Tender18 provide early insights into upcoming Pit Work projects in Andhra Pradesh?

Yes. Tender18 tracks advanced procurement notices, upcoming tender alerts, and early department releases. This gives your business a competitive edge by allowing your team to study project parameters before the high-competition bidding window opens.

5.

Can authorized dealers and distributors apply for these state tenders, or are they restricted to manufacturers?

Authorized dealers and distributors can absolutely apply, provided they possess a valid Manufacturer Authorization Form (MAF) or OEM authorization certificate, if explicitly demanded in the technical criteria of that specific Andhra Pradesh tender.

6.

How do I access essential tender files like the Bill of Quantities (BOQ) on Tender18?

Tender18 offers a single-click document download feature. You can instantly access critical files like the detailed BOQ, technical parameter sheets, Corrigendum updates, and the original Notice Inviting Tender (NIT) directly from your dashboard.

7.

What are the common reasons why Pit Work tender bids get technically rejected?

Most rejections happen due to minor paperwork errors, missing OEM certifications, incorrect EMD submissions, or failing to meet the minimum past-experience criteria. Tender18 prevents this by running rigorous, expert-led compliance and eligibility checks before your final submission.

8.

Are there special relaxations for startups or MSMEs bidding for Pit Work contracts in Andhra Pradesh?

Yes, many state departments and PSUs in Andhra Pradesh offer criteria relaxations like exemptions from Earnest Money Deposits (EMD) or lower prior-turnover thresholds for registered MSMEs and recognized startups. Tender18 highlights these clauses for you.

9.

How does Tender18 assist with pricing strategies and financial bid preparation?

Beyond paperwork, Tender18 provides professional guidance on your pricing strategy. By analyzing previous tender results, past winning bids, and current market estimates, we help you draft a highly competitive financial envelope.

10.

Can I track location-wise or city-specific Pit Work tenders within Andhra Pradesh?

Yes. The platform features advanced geographical filters. You can segment active Pit Work tenders by specific cities, municipal corporations, or regional operational jurisdictions inside Andhra Pradesh to match your local logistics capacity.

11.

What extra services does Tender18 offer beside tracking state-level tenders?

Apart from tender tracking and alert management, Tender18 provides complete, hands-on assistance for new GeM registrations, OEM paneling, vendor empanelment with state offices, and end-to-end tender consultancy.

12.

How do I set up custom, automated alerts for Pit Work opportunities in Andhra Pradesh?

You can activate automated tracking by visiting Tender18.com or speaking directly with a dedicated consultant at +91 7069661818. Once configured, relevant state tender alerts matching your business capacity will be delivered instantly to your WhatsApp and Email.

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