Procurement Opportunity: Junglecleaning1,Junglecleaning2,Junglecleaning3,Junglecleaning4,Excavationwork1,Excavationwork2,Exc in CUDDAPAH, ANDHRA PRADESH

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 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. 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. 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. 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. 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. Ordinary Rock

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 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 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 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 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.

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).

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 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.

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

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)

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

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)

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.

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, 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, 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.

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, fabrication drawings and erection marking drawings including bill of material, supplementary sketches, erection sequence drawings, taking approval of drawings from UCIL before procurement and fabrication of materials,all complete as per drawings, specification and direction of Engineer-in-Charge. Note i) All materials shall be from M/s SAIL, IISCO, RINL, TATA Steel and JINDAL 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.

Supplying, fabricating and erecting Mild Steel (M.S.) steel gratings, chequered plates, ladders etc conforming IS 2062 for spillway walkway and spillway operating floor including cutting, hoisting, fixing in position and applying paints (as applicable), all complete as per drawings, specification and direction of Engineer-in-Charge.

Supplying, installing dismantling and removing forms for pockets and openings less than 0.1 sqm in area including necessary rendering of concrete surfaces after exposure (at all elevation) as per drawings, specifications and direction of the Engineer-in-Charge.

Demolishing R.C.C. work of top portion of existing spillway structure (at R.L. 381.0m) manually / by mechanical means including stacking of steel bars and disposal of unservicable material to any lift and lead as per drawings, specification and direction of the Engineer-in-Charge.

Demolishing existing garland drains at downstream-side toe existing dam / embankment manually / by mechanical means including stacking servicable material and disposal of unservicable material to any lift and lead as per drawings, specification and direction of the Engineer-in-Charge.

Dismantling steel work including dismembering and stacking of existing pipe-supports (at R.L. 380.0m) to any lift and lead as per drawings, specification and direction of the Engineer-in-Charge.

Providing and installation of Magnetic stettlement gague instruments on DAM (of approved Make) including necessary borinrg, encasing etc all complete as per drawings, specification and direction of the Engineer-in-Charge.

Digging trial pits, taking undisturbed / disturbed soil samples, carrying out plate load tests as per specification at depth of 2.0m from top of ground level / formation level, including backfilling after tests, using 45 cm x 45 cm plates and determining allowable bearing capacity of soil for foundations of new pipe-supports, high masts and Watch Towers as per drawings, Specifications and direction of the Engineer-in-Charge.

Carrying out Natural moisture content of soil /rock laboratory tests of soil samples obtained during construction of embankment and furnish a report to UCIL as per requirement of UCIL and direction of the Engineer-in-Charge

Carrying out Determination of OMC, MDD, liquid and plastic limits, shrinkage and plasticity index and grain size analysis on soil samples from borrow pits. laboratory tests of soil samples obtained during construction of embankment and furnish a report to UCIL as per requirement of UCIL and direction of the Engineer-in-Charge

Carrying out Determination of Bulk and dry density of soil/ rock on soil samples from borrow pits laboratory tests of soil samples obtained during construction of embankment and furnish a report to UCIL as per requirement of UCIL and direction of the Engineer-in-Charge

Carrying out Determination of unconfined compressive strength ( In Dry state) of rock on soil samples from borrow pits laboratory tests of soil samples obtained during construction of embankment and furnish a report to UCIL as per requirement of UCIL and direction of the Engineer-in-Charge)

Carrying out Determination of Crushing strength of rock samples (Soaked condition) of rock on soil samples from borrow pits laboratory tests of soil samples obtained during construction of embankment and furnish a report to UCIL as per requirement of UCIL and direction of the Engineer-in-Charge)

Carrying out Triaxial test for weathered rock on soil samples from borrow pits laboratory tests of soil samples obtained during construction of embankment and furnish a report to UCIL as per requirement of UCIL and direction of the Engineer-in-Charge)

Carrying out Determination of point load strength index of rock on soil samples (In saturated state) from borrow pits laboratory tests of soil samples obtained during construction of embankment and furnish a report to UCIL as per requirement of UCIL and direction of the Engineer-in-Charge)

Carrying out geotechnical investigation of borrowed earth to obtain properties of soil, as per requirements of drawings, specifications and as directed by the Engineer-in-Charge, submitting geotechnical investigation report for UCILs approval including recommendations for achieving desired soil properties, all complete as per drawings, specification and direction of the Engineer-in-Charge.

Preparation and consolidation of sub-grade with power road vibratory roller of 8 to 12 tonne capacity and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade.

Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On Water Bound Macadam (WBM) at the rate of 0.75 kg/sqm

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 13 (1 cement 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by 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 within existing pond 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). Cost of pumping out of conataminated water accummulated during construction of embankment to a specific area designated by Engineer-in-Charge shall also be included within scope of this item.

Dismantling and removal of existing stone pitching from inside pond to facilitate construction of embankment including transportation, disposal and stacking of the debris to designated area, as approved by the Engineer-in-Charge.

Making arrangement for necessary investigations as per requirements specified by UCIL, preserving the samples as collected during investigation, conducting all relevant tests from designated and approved laboratory and obtaining recommendations from investigating agency regarding properties including permeabiility of tailings, stability of slopes of excavated tailings within pond, rate of water flow from tailings, method of construction to be adopted during excavation of existing tailings and reconstruction of embankment in excavated areas within existing pond including requirement of working space at bottom level ofexisting pond etc.

Supplying, transporting and laying Non-Pressure NP-3 class (Medium duty) of 600 mm dia RCC pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 12 (1 cement 2 fine sand) including testing of joints etc. complete as per drawings, specification and direction of Engineer-in-Charge.

Supplying, transporting and laying Non-Pressure NP-3 class (Medium duty) of 1000 mm dia RCC pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 12 (1 cement 2 fine sand) including testing of joints etc. complete as per drawings, specification and direction of Engineer-in-Charge.

Supplying, transporting and laying Non-Pressure NP-3 class (Medium duty) of 1800 mm dia RCC pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 12 (1 cement 2 fine sand) including testing of joints etc. complete as per drawings, specification and direction of Engineer-in-Charge.

Supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over bund within plant near location of check dam (entry point of rain water from hill side to plant) and at entry point area on ground 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.

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 14 (1 cement 4 coarse sand)

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 15 (1 cement 5 coarse sand) finished with a top layer 6 mm thick cement plaster 16 (1 cement 6 fine sand).

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturers specification. Two or more coats on new work.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work

Cement concrete flooring 124 (1 cement 2 coarse sand 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc.complete. 40 mm thick with 20 mm nominal size stone aggregate

Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS 733 and IS 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS 1868, Minimum anodic coating of grade AC 15)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm)

Providing and fixing of Hollow metal double or single leaf doors confirming to IS16074 and IS 4351 made of pressed galvanized steel confirming to IS 277 with the following specification. Doors shall be of reputed make, with vision glass as a part of complete assembly. Door frame shall be single rebate profile of size 125 x 60 mm made out of 1.2mm (18gauge) minimum thick galvanized steel sheet. Frames shall be mitered and field assembled with selftabs. Bolted and butted joints are not acceptable. All provision should be mortised, drilled and tapped for receiving appropriate hardware.Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Door leaf shall be 46mm thick fully flush double skin door, with or without vision lite. Door leaf shall be manufactured from minimum 0.8mm (22guage) thick galvanised steel sheet.The internal construction of the door should be rigid reinforcement pads for receiving appropriate hardware. The infill material shall be resin bonded honeycomb core. The edges should be interlocked with a bending radius of 1.4 mm. For pair of doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf. Vision lite wherever applicable should be provided a clipon arrangement. The vision Lite wherever applicable should be provided for 5mm clear toughned glass as per manufacturers recommendation with a clipon arrangement. Door leaf and frames shall be finished with Pure Polyster Powder coating with minimum 50 microns thickness and shall have passed minimum 500 hours of salt sprey test. Rate should include supply and installation of door and hardware as mentioned below i) Hinges BB 4330, 5Knl, 2 Ball bearing hinges size 4 x 3 x 3mm SS 304 - 06 Nos ii) Door closer HDC03 EN 3 with std arm Silver - 02 no iii) EP Cyl. 5 pin both side key length of 70mm, 5702, 70mm Key x Key, NP finish - 01 no and others as per tender docuemnt

PIPES AND FITTINGS/VALVES (REFER Mechanical and Piping Tech. Spec. and BOM_UCIL_Vol II)

New 9 KM MSRL Pipes with Fittings/ valves (Including Pinch Valves and Knife Gate Valves) (REFER Mechanical and Piping Tech. Spec. and BOM_UCIL_Vol II)

PACKING, FORWARDING, TRANSPORT, TAXES AND ERECTION (33%)

PANEL-2 SLIME DISPOSAL AREA PPEP 04 (B), Existing Panel Dimension - (Height-2300 length-7800 width-560 (1120 for incomer )) For Load details, refer Load list attached in the Technical Specification - Electrical, LOCATION- Pump house near Main Plant

Construction of extended building or separate building due to modifications in Civil and Structural work in Switchgear Building in Main Plant Area, as required, including Civil design and detail engineering of this work comprising preparation of General Arrangement / layout drawings, Civil Design Basis Report (DBR), Design calculation including structural analysis, design drawings for RCC structures, bar bending schedules, submission of these drawings / documents to UCIL for approval and getting the drawings / documents approved from UCIL before start of procurement and construction, supply of all materials, labour, tools and tackes, maintaining proper quality control, all complete as per Specification and instruction of the Engineer-in-Charge.

AUTOMATIC POWER FACTOR CORRECTION PANEL (APFC PANEL), Supply of 415V, 3 phase, 4 wire , 50 Hz, AL Bus Bar,500KVAR (Min. 6steps), with 800A incomer,50 kA for 1 second, Internal Arc 50kA for 0.3 sec (AFLR), single front,fully draw out for ACBs, compartmentalized, Indoor, Floor Mounted Panel with Incomers and Outgoing feeders,Metering and protection, ACB-EDO type with Microprocessor releases, MCCBs (with extended operating handle and LSIG protection), CTs, PTs,indication lamp, switches etc. Panel shall be suitable for bottom cable entry for incoming / outgoing feeders. Location Pump House near Tailling pond

LOCAL CONTROL STATION (LCS) (WEATHER PROOF, NON-FLAMEPROOF TYPE) Supply of following Industrial type, Weatherproof, IP 65, Non flame proof Local Control Station suitable for Wall / Column / Structure mounting.LCS shall confirm to attached specification/data sheet. LCS shall be supplied along with Double compression, Ni plated brass cable glands and lugs. LCS with 1 no. mushroom head stay put type emergency stop PB with Keys, 1 no. recess type PB for start, Local remote switch (with additional contacts to give the status of Local remote switch to DCS), Terminals, and Suppressed scale ammeter suitable for outdoor installation. LCS shall be suitable for 7Cx2.5 sqmm Copper conductor, PVC insulated, inner and outer sheated, FRLS, Armoured cable. (For IE-3 motors including and above 30kW rating)

LOCAL CONTROL STATION (LCS) (WEATHER PROOF, NON-FLAMEPROOF TYPE) Supply of following Industrial type, Weatherproof, IP 65, Non flame proof Local Control Station suitable for Wall / Column / Structure mounting.LCS shall confirm to attached specification/data sheet. LCS shall be supplied along with Double compression, Ni plated brass cable glands and lugs. LCS with 1 no. mushroom head stay put type emergency stop PB with Keys, 1 no. recess type PB for start, Local remote switch (with additional contacts to give the status of Local remote switch to DCS), Terminals, suitable for outdoor installation. LCS shall be suitable for 5Cx2.5 sqmm Copper conductor, PVC insulated, inner and outer sheated, FRLS, Armoured cable. (For IE-3 motors below 30kW rating)

DIESEL GENERATOR SET ( 600 KVA Diesel Generator), Supply of 415 V, 1 No x 600 kVA (Prime Rated) silent DG Set with DG PCC comprising of AMF panel Control panel, Control cabling between DG and DG PCC etc., Acoustic encloser, Exhaust system, elbow, bellows, AVM pads, lube oil system, cooling system, Diesel oil system, including External Day Tank of 990 litre capacity or more as per technical specifications with magnetic level switch, inter connecting control cables and cable accessories (including weather proof double compression Ni plated brass cable glands and cable lugs) between DG enclosure and DG PCC, Base Channels etc. as per attached specifications. First filling of engine oil, lubricant etc.complete with all required accessories. Height of Stack shall be as per PCB norms. Performance load test at site, Residential silencer, spark arrestor, complete stack, ladder, provision of testing for pollution, one number Lightning arrestor (1000mm long 20mm dia.). Aviation obstruction lamp ( 2 x 15 W LED ultrabright ( RED) colour ) for DG Set stack shall be in the scope of Bidder. Exhaust pipe ((a) Asbestos rope lagging from DG exhaust up to silencer for insulation (dia 250mm or as per manufacturer) b) Glass wool insulation and cladding in Aluminium sheeting (24 G) for DG sets beyond silencer (dia 350mm or as per manufacturer) as per manufacturers recommendations/CPCB -CEA Regulations). Note folllowing items shall be inclusive with the DG set a. Supply of LT Power cables from DG set to PCC (Refer attached SLD) and external earthing system for DG sets.

LT BUSDUCT (FROM TRANSFORMER TO MCC) Supply of 415V,4000A, 50kA for 1 sec, 3Phase, 4 Wire , Sandwich type BusDuct with Aluminium Busbar, including nut bolts, straight runs, 90 deg bends, bellows, flanges, Phase change over, Adaptor box, elbows, offsets, flexible connections, wall frame assembly, inspection cover as required. Refer Technical specification-Electrical. a) Roof supports for the bus duct shall be part of the rates to be quoted. Other structural items required shall be measured and paid separately under respective items. b) Measurement of length of bus duct shall be along the central axis of the bus duct c) Busduct and panels shall be designed in such a way that phase cross over shall not be required. If it is required, cost of the same shall be borne by the Contractor without any extra cost to IOCL LOCATION- From transformer to MCC panel in substation near Tailling pond

Existing HT SWITCHGEAR INCOMING PANEL (Modification work of Existing panel ) 1. CT-3Nos , 2 core , 300A/1A, 6.6KV HT, Class-0.5 for Metering and Class-5P20 for Protection class. LOCATION- Main plant area

415V SUB LIGHTING DISTRIBUTION BOARD (SLDB), Supply of 415V, 3Ph and N, 10kA 1 sec, sheet steel enclosure, wall or frame mounted, IP 65 protected, Weatherproof with canopy, Non-compartmentalised, Double door, Lighting Panels along with Weather proof double compression Ni plated brass cable glands and lugs for all incoming and outgoing feeders, suitable for bottom cable entry complete in all respect as per Specification. Comprising, Incomer- 32A, 4P, MCB- 1 no, Sub Incomer- 32A, DP RCCB with 30mA sensitivity - 3 Nos Outgoings- 10A DP MCB-9 nos, (3 nos/ Phase), Location Substation near Tailling pond and Tailing pond Pump house

HIGH MAST LIGHTING a) Supply of 30Mtr high mast shaft in Three sections suitable for wind speed as per IS 875, with raising lowering system comprising, head frame, latching with 2/3 wire rope sytem, luminaries carriage suitable to install luminaries in 12 Nos Asymmetrical arrangement with counter weights, double drum winch, SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightning finial. b) Supply of 400W LED Flood IP 65 light fittings along with its all accessories including its control gear box. c) Supply of single dome LED AOL medium intensity d)Supply of outdoor stand mounted feeder pillar IP-65 with32 A TPN MCB incomer, single dial time switch, 32 A TP contactor for the automatic switching of luminaries, power tool control with 2 no 9A contactors and raise lower push button and incoming and outgoing terminals as required. e)Supply of 3Cx2.5 sq.mm Copper multi stranded conductor, PVC sheathed flexible cable of 1.1KV grade as per IS 7098 (1). (From JB to flood light on mast) f)Supply of end termination with brass DC gland and Aluminum /copper lugs for above cables as per electrical design g)Supply of earthing material - 40mm dia, 3 Mtr long GI Pipe electrode for feeder pillar earthing and 50x6 GS strip h) Necessary Civil work

LT Power Cables Supply 1.1 kV grade power XLPE insulated Copper/Aluminium conductor (up to 6 sqmm copper cable shall be selected and above 4 sqmm Aluminium conductor), multi core, steel wire/strip (for multi core) armoured, FRLS/FR PVC outer sheathed cable conforming to IS 7098-1. Note Before procuring cable, successfull bidder is required to prepare detailed BOQ and Drum Schedule as per site mesaurement. No extra payment shall be made for wastages. The item includes cable Tag 2mm thick Aluminium with No. punched on it and shall be securely attached to the cable by not less than two turns of 20 SWG GI wire conforming to IS 280. The same shall be attached at the rate max. 30m or at bends whichever is lesser. Cables should include- 3Cx16-1.1kV-AL -200 Meters, 3Cx35-1.1kV-AL -100 Meters, 3Cx70-1.1kV-AL -100 Meters, 3Cx150-1.1kV-AL -600 Meters, 3Cx185-1.1kV-AL -10730 Meters, 3Cx240-1.1kV-AL -5490 Meters, 3.5Cx240-1.1kV-AL -90 Meters, 3Cx300-1.1kV-AL -1200 Meters, 3.5Cx300-1.1kV-AL -4000 Meters,

HT POWER CABLES HT Termination end termination kit and straight through joint kit for 3Cx300-6.6 KV-E-AL cable and HT Termination end termination kit for 3Cx185-6.6 KV-E-AL ,6.6 kV (E) grade HT Cable with stranded compact Aluminium conductor,conductor screened by extruded semi conducting compound, XLPE insulated,colour coded, insulation screened by extruded semi conducting compound followed by a layer of copper tape, cores laid up together suitably extruded PVC innersheathed, strip (for multi core) and overall extruded FRLS PVC outer sheathed cable conforming to IS 7098-2. The Cable End Termination Kits as required to be considered. The item also includes cable Tag 2mm thick Aluminium with No. punched on it and shall be securely attached to the cable by not less than two turns of 20 SWG GI wire conforming to IS 280.

JUNCTION BOXES FOR LIGHTING FIXTURES (WEATHER PROOF) Supply of 32A, 4-way, 125 mm (minimum) internal dimensions junction boxes with terminals block with additional earthing terminals and end clamps etc. including 4 Nos cable glands / Plug, lugs with PVC shrouds suitable for 3x2.5 sq. mm (cu.) XLPE, FRLS cable, 240V, Ph-N, Industrial type, Weatherproof, IP 65 suitable for Wall / Column / Structure mounting. JBs shall confirm to attached specification/data sheet. Junction Boxes shall be suitable for cable sizes tentatively as indicated below and shall be supplied along with double compression, Ni plated brass cable glands, lugs and plugs. However, exact cable sizes shall be indicated during drawing approval only. Please note that all cables shall be Aluminium conductor (10 sqmm and above) / Copper conductor (6 sqmm and below), XLPE insulated, extruded PVC inner and outer sheathed, FRLS, Armoured cables.

2 TON, split type Air condition for VFD room