Tender For Civil And Associated Works For Rectification Work At Cgs Panipat Ga
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08 Jul 2026
3 days left
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Bank guarantee accepted
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Non-refundable
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Online
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NCB
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Ghaziabad → Uttar Pradesh
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Tender for Civil And Associated Works For Rectification Work At Cgs Panipat Ga
BOQ
| Sl. No. | Item Description |
| 1 | CIVIL CONSTRUCTION ALLIED WORKS |
| 2 | DISMANTLE OF RCC WORK |
| 3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 4 | DISMANTLE OF BRICK WORK |
| 5 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 6 | SITE CLEANING :Surface dressing of ground in all kind of soil including removing vegetation, debris, malba or any obstruction existing on site, all inequalities upto natural ground level as direction of Engineer -In-Charge and disposal of unserviceable material away and outside the IOAGPL boundary limits irrespective of lead involved by means of mechanical transport or any other equivalent means, keeping IOAGPL indemnified of any liabilities from statutory/local bodies, all complete as specified & directed. (Item shall not considered if plot excavation considered separately.) |
| 7 | EXCAVATION UPTO 1.5mt : HARD SOILExcavation up to 1.5 mt. depth in all kind of Hard soil in any plan dimension including stacking of serviceable excavated earth, and disposal of surplus and unserviceable material away and outside the IOAGPL boundary limits, after backfilling using serviceable earth, irrespective of lead involved by means of mechanical transport or any other equivalent means, keeping IOAGPL indemnified of any liabilities from statutory/local bodies, all complete as specified & directed. Proper shuttering/support has to be made to support side soil wall and to avoid collapse of soil. Soil to be leveled and neatly dressed complete in all respect as per scope of work, detailed construction drawings, as per technical specifications and directions of the Engineer-in-charge. |
| 8 | EXCAVATION 1.5 TO 3.0 mt : HARD SOIL Excavation for foundation from 1.5 mt. to 3.0 mt. depth in all kind of Hard soil in any plan dimension including stacking of serviceable excavated earth, and disposal of surplus and unserviceable material away and outside theIOAGPL boundary limits, after backfilling using serviceable earth, irrespective of lead involved by means of mechanical transport or any other equivalent means, keepingIOAGPL indemnified of any liabilities from statutory/local bodies, all complete as specified & directed. Proper shuttering/support has to be made for excavation beyond 1.5mt to support side soil wall and to avoid collapse of soil. Soil to be leveled and neatly dressed complete in all respect as per scope of work, detailed construction drawings, as per technical specifications and directions of the Engineer-in-charge. |
| 9 | FILLING WITH EXCAVATED SOILAvailable excavated Good Soil in Filling after execution of work to proper grade and level with selected materials from available excavated soil from spoil heaps within a lead of 50m, including re-excavating the stored serviceable soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15cms. including watering, rolling and ramming by manual/mechanical means, to achieve 90% of maximum dry density, dressing, trimming, leveling the top surface etc. in foundations, plinths, road embankments, road, shoulders, trenches etc. complete in all respect as per scope of work, detailed construction drawings , as per technical specifications and directions of the Engineer-in-charge |
| 10 | SAND FILLING : Supplying and filling approved SAND of good quality (River Sand), under floors, pavements, in foundations etc. for all depths and heights including cost of sand, royalties, transportation to site for all leads and lifts , including loading, unloading, spreading in layers of loose thickness not exceeding 150mm, watering, ramming, compacting with mechanical compactors and/ or other equipment to the specified levels to achieve 85% relative density, including preparation of sub-grade to the required slope, providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge. The rates shall be inclusive of the cost of all labour, material, equipment etc. complete. |
| 11 | MURRUM FILLING Supplying and filling of Hard Murrum/Quarry Spoil of good quality brought from outside in layers of loose thickness not exceeding 200mm, under floors, pavements, in foundations etc. for all depths and heights including cost of murrum, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 200mm, watering, ramming, compacting with mechanical vibrator compactors and/or other equipment (8-10 ton vibrator road roller) to the specified levels to achieve 85%-95% relative dry density as per IS: 2720 as directed, including preparation of sub-grade to the required slope, providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge. Filling material shall approve by EIC/Consultant before start of the work. Level sheet to be provided for each level. The rates shall be inclusive of the cost of all labour, material, equipment etc. complete. |
| 12 | RUBBLE SOLINGProviding and laying 230mm thick dry rubble stone soling using 150-225mm size boulders in foundations, plinth flooring, trenches, ramps and other areas including packing with smaller stones of 65 mm & 40 mm chips in voids, bonded with stone grit or good quality murrum brought from outside, fine aggregate etc. watering, consolidating by manual tamping as directed.The compacted depth shall be taken for the measurement of quantity. |
| 13 | ANTI TERMITE TREATMENT :Carrying out anti termite treatment with chlorophyriphos 20% EC in three parts i.e. at foundation level, at plinth level and at periphery of the building as per IS : 6313 (Part I- III)-1981, 1st revision, as directed. Plinth area to be measured. 10 years Guarantee to be given by the agency. Application of anti termite treatment given below. a) Application concentration or chemicals: Chlorphyriphos 20% EC- 50 ml mixed in 1 liter. waterb) After the final depth of the foundation trenches is reached ,the horizontal and vertical sides shall be soaked with insecticides by high pressure pump at least 200 ml for 1 sq. mt. along both sides of foundation walls and foundation bottom.c) After vertical and horizontal sides of the foundation trenches are treated in the manner as described above. The floor area in between the walls shall be bored in the natural soil surface at suitable space intervals depending upon the types of soil. The chemical used shall be at the rate of at least 200 ml for 1sq. mt.d) After the walls are constructed and treated as specified above, complete saturation treatment shall be given by digging 1' 6\\" deep on the outer side and saturating the same with insecticides at the rates of at least 1.5 lts. per linear foot of wall.e) Treatment shall not be made when the soil or fill is excessively wet or immediately after heavy rains, to avoid surface flow of the toxicant from application site. Unless the treated areas are to be immediately covered, precautions shall be taken to prevent disturbances of the treatment by human or animal contact with the treated soil. |
| 14 | P.C.C. : (1:3:6)Providing and laying Plain cement Concrete of nominal mix 1:3:6 by mass (1 cement: 3 coarse sand: 6 crushed stone aggregates/gravels) with 40mm down size graded crushed stone aggregates for all depths below and up to plinth level in foundations, drains, fillings, non suspended floors, pavements and ramps or any other works etc. in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed, including tamping, ramming, vibrating, curing etc. all as specified including the cost of materials, labour, tools, tackles, machinery, steel scaffolding/staging, sampling and testing all complete as per specification and direction of EIC/Consultant. Actual/Net measured quantities shall be paid. Cost shall including of formwork. |
| 15 | P.C.C. : (1:4:8)Providing and laying Plain cement Concrete of nominal mix 1:4:8 by mass (1 cement:4 coarse sand: 8 crushed stone aggregates/gravels) with 40mm down size graded crushed stone aggregates for all depths below and up to plinth level in foundations, drains, fillings, non suspended floors, pavements and ramps or any other works etc. in any shape , position, thickness and finishing the top surface rough or smooth as specified and directed, including tamping, ramming, vibrating, curing etc. all as specified including the cost of materials, labour, tools, tackles, machinery, steel scaffolding/staging, sampling and testing all complete as per specification and direction of EIC/Consultant. Actual/Net measured quantities shall be paid. Cost shall excluding of formwork. |
| 16 | RCC : M25 (SUB & SUPER STRUCTURE)Providing and laying Reinforced Cement Concrete of nominal mix M-25 (1:1:2) Grade Excluding the cost of formwork and reinforcement , with 20 mm & down size graded crushed stone aggregates in SUB-STRUCTURE and SUPER STRUCTURE below plinth level of all types e.g. foundations, rafts, beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, manholes, pipe encasement, catch pits, drains, RCC pits, equipment foundations, pedestals, columns, pavements, suspended floors, brackets etc. and in SUPER STRUCTURE like beams, slabs, walls including counter forts, staircases, landings, steps, facias, gutters, shelves, window sills, canopies, lintels, ducts, brackets, chhajjas with drip molds etc. and any other structures in any other structures (including single pour concreting upto 50 Cu. m.) providing pockets, openings, recesses, chamfering, vibrating, tamping, curing and rendering, to give a smooth and even surface for all depths below and upto plinth level in any position, shape, level and thickness etc. including the cost of materials, labour, tools, tackles, machinery, steel scaffolding/staging, sampling and testing all complete as per specifications and directions of the Engineer-in-charge. Actual/Net measured quantities shall be paid. |
| 17 | RCC : M25 Providing and laying Reinforced Cement Concrete of nominal mix M-25 (1:1:2) Grade Excluding the cost of formwork and reinforcement , with 20 mm & down size graded crushed stone aggregates in SUB-STRUCTURE and SUPER STRUCTURE below plinth level of all types e.g. foundations, rafts, beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, manholes, pipe encasement, catch pits, drains, RCC pits, equipment foundations, pedestals, columns, pavements, suspended floors, brackets etc. and in SUPER STRUCTURE like beams, slabs, walls including counter forts, staircases, landings, steps, facias, gutters, shelves, window sills, canopies, lintels, ducts, brackets, chhajjas with drip molds etc. and any other structures in any other structures (including single pour concreting upto 50 Cu. m.) providing pockets, openings, recesses, chamfering, vibrating, tamping, curing and rendering, to give a smooth and even surface for all depths below and upto plinth level in any position, shape, level and thickness etc. including the cost of materials, labour, tools, tackles, machinery, steel scaffolding/staging, sampling and testing all complete as per specifications and directions of the Engineer-in-charge. Actual/Net measured quantities shall be paid. (Foundation Size18x12x.30) |
| 18 | TMT STEEL REINFORCEMENT :Supplying and placing in position High strength deformed TMT Steel Bars Reinforcement (Conforming to IS:1786, Grade Fe 415/500/500D) of TATA or equivalent make (as approved by EIC) for RCC work including transporting, straightening, cleaning, de-coiling, cutting & binding to required shapes and lengths as per details, binding with contractor's own 16SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fan hooks etc. for all heights and depths etc. complete as per specification, directions and drawings. ALL MATERIALS SUPPLIED BY THE CONTRACTOR. (Supports, Chairs and laps are included in the cost and no separate measurement qty will be paid for the same) Reinforcement steel shall be of Tata, Sail, vizag or approved by consultant.) |
| 19 | SHUTTERING : Providing and fixing Shuttering/Form work using ordinary timber plank, shuttering ply, steel plates so as to give smooth finish, including centering, shuttering, strutting, propping, surface oiling, nails, binding wire etc. keeping the necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete for SUB STRUCTURE like foundations, pedestals, footings, slabs, pile caps, retaining walls, beams, staircases, landings, suspended slabs, etc. and SUPER STRUCTURE like in equipment foundations, columns, lintels, slabs, beams, staircases, landings, suspended slabs/floors/roofs, walls etc. and other structures keeping the same in position during concreting and removal of the same after specified period in all complete and as specified and directed. Actual/Net measured quantities shall be paid. The rate shall includes cost of material, labour, tools tackles, machinery etc. all complete. Actual/Net measured quantities shall be paid. |
| 20 | FULL BRICK MASONRY: SUB-STRUCTUREProviding and laying FULL BRICK MASONRY (230mm th. or more) with bricks of class-1, strength not less than 35 kg/sq.cm in cement mortar 1:6 (1 cement: 6 sand) in one or more brick thickness and in any shape in sub-structure at all depth/level including the cost of materials, labour, steel scaffolding/staging, sampling and testing, soaking of bricks, cutting & laying of bricks, providing recesses, making openings of any shape and size, embedding the fittings & fixtures, curing etc. all complete as per specifications. All materials including Cement to be supplied by the contractor. The rate shall includes cost of material, labour, tools tackles, machinery etc. all complete.) |
| 21 | FULL BRICK MASONRY: SUPER-STRUCTUREProviding and laying FULL BRICK MASONRY (230mm th. or more) with bricks of class-1, strength not less than 35 kg/sq.cm in cement mortar 1:6 (1 cement: 6 sand) in one or more brick thickness and in any shape in super-structure at all height/level including the cost of materials, labour, steel scaffolding/staging, sampling and testing, soaking of bricks, cutting & laying of bricks, providing recesses, making openings of any shape and size, embedding the fittings & fixtures, curing etc. all complete as per specifications. All materials including Cement to be supplied by the contractor. The rate shall includes cost of material, labour, tools tackles, machinery etc. all complete.) |
| 22 | HALF BRICK MASONARY :SUPER STRUCTUREProviding and laying HALF BRICK MASONRY (115mm th.) with bricks at all levels of class-1 , strength not less than 35 kg/sq.cm in cement mortar 1:4 ( 1 cement :4 coarse sand) including providing necessary steel scaffolding staging, opening, curing, raking out joints providing and placing two Nos. 6mm dia M S bars at every fourth course and Khranja at 1.2mt height etc. all complete as per specifications and directions of the Engineer-in-charge. The rate shall includes cost of material, labour, tools tackles, machinery etc. all complete.) |
| 23 | REMOVAL OF PLASTER Removal of Plaster by manual means including the disposal of removed malwa within 50 meteres lead as per direction of Engineer-in-charge. |
| 24 | EXTERNAL PLASTER : 20mm Th, Double coat, Sand Faced (Tippani)/Mala Finish (1:4)Providing and laying 20 mm thick two coat external sand faced tippani finish Cement Plaster on exterior walls of building & Compound wall in two layers including making groove and Tapak where ever required. (Consisting of 12 mm Th Base layer with rough finish in CM 1:4 with waterproofing chemicals and 8 mm Th top coat in CM 1:3 finish with sponge) including surface preparation, hacking the brick Masonary or RCC surface at all height/depth with all tools, material, labour, scaffolding and curing etc. to make even finish in true lines and levels all complete as per specifications and direction of engineer in Charge. Rate shall include providing & fixing chicken mash jali of best quality available & fixing it at brick and RCC junction all complete. Actual/Net quantities measured shall be paid.. |
| 25 | PLASTER : 15mm Th (Mortar 1:4)Providing and laying of 15mm thick Cement Plastering Cement Mortar 1:4 (1 cement : 4 fine sand ) with waterproofing chemicals on RCC/Brick wall building or other structures including surface preparation, hacking the brick Masonary or RCC surface, at all height/depth with all tools, material, labour, scaffolding and curing etc. to make even finish in true lines and levels all complete as per specifications and direction of engineer in Charge. Rate shall include providing & fixing chicken mash jali of best quality available & fixing it at brick and RCC junction all complete. Actual/Net quantities measured shall be paid. (smooth nero plaster if instructed) |
| 26 | PLASTER : 10mm Th Mortar 1:4Providing and laying of 10mm thick Cement Plaster with Cement Mortar 1:4 (1 cement : 4 fine sand ) on building ceiling including surface preparation, hacking the RCC surface at all height/depth with all tools, material, labour, scaffolding and curing etc. to make even finish in true lines and levels all complete as per specifications and direction of engineer in Charge. Actual/Net quantities measured shall be paid. (smooth nero plaster if instructed) |
| 27 | PAINT : Exterior Weather Proof (Apex Ultima)Providing and applying of exterior weather resistant 100% Acrylic paint of Apex Ultima matt finish paint (Base primer coat + Min. 3 or more coats) of approved make (Asian/Burger/ ICI )make shade for even finishing of external exposed walls/surface up to any height and level. The scope shall include Erecting, Scaffolding at all levels, preparing the surface by scrubbing with wire brush and removal of old paint (if exist), dust, oil, grease and any other particle for surface preparation before new paint application. Paint shall done with applying 1 coat of primer and 3 coat (minimum) of Apex Ultima Paint to give rash free smooth even finish . Rate shall including material, labour, tools tackles, scaffolding etc. all complete as specified and directed by EIC. Measurement to be considered as per actual on site for payment. |
| 28 | PAINT: Exterior Weather Proof (TEXTURE PAINT)Providing and applying of External Texture with weather proof exterior emulsion paint (min Three coats) including one coat of Primer on any height. make and pattern as approved Consultants/Client. Texture should be 2.0 to 2.5 mm thk layer with crack bridging up to 2.6 mm give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials. The texture material shell be pure acrylic, Environment Friendly, Protect against salt and carbon dioxide UV resistance, Moisture vapor transmission coating with third party test certificate applied up to 140 microns DFT. etc. required scaffolding, jhulaa, tools and labor. complete |
| 29 | INTERNAL PAINT: WALL Finishing of interior wall painting (three coats) with plastic emulsion paint of approved brand & manufacture on undercoated wall surface to give an even shade including thoroughly brushing the surface free from mortar dropping sand other foreign matter and sand papered smooth. (also including application of primer and preparing surface even & sand papered smooth with lapi, Astar.) |
| 30 | INTERNAL PAINT: CEILINGFinishing of interior wall painting (three coats) with plastic emulsion paint of approved brand & manufacture on ceilings to give an even shade including thoroughly brushing the surface free from mortar dropping sand other foreign matter and sand papered smooth. (also including application of primer and preparing surface even & sand papered smooth with lapi, Astar.) |
| 31 | FLOORING:VITRIFIED FLOOR TILES (600X600MM)Providing and laying in position vitrified homegenous Unglazed uncoated tiles of approved make and colour shade 600x600 size of 9 mm thickness of first quality With/Without 3-5 mm groove as per design, set in cement slurry (3.3 Kg. cement/m2.) Avg. 35 mm (or more as required not Paid Extra) thick cement mortar 1:3 bedding and laid to proper slope and level.(As per Detils and Drawing) Finishing should be done with specified Grout including curing and cleaning with mild oxalic acid etc. complete, as shown and specified flooring steps, etc. complete, as directed by Consultant/Engineer -in-charge. Rate Shall include suppy of all tools tackels, laboure, material, as approved by consultant. Actual/Net quantities measured shall be paid. (Groove Filling will not paid Seprately) |
| 32 | SKIRTING :VITRIFIED SKIRTING TILES (600X600MM)Providing and Laying of Vitrified homegenous Unglazed uncoated Tiles of Approved make and Colour Shade) 600x600mm in size in skirting, risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) with/without 3-5 mm Grove. Filling Should be done with with ready mix polymer based cementitious Grout of BAL Or Pure Epoxy based or Equvivalant make and shead as approved By Client/Consultant Rate Shall including cutting, laying, clading , material all in complate manner.As dirrected by Engineer-In-Charge (Filling of Groves will not Paid Saperetly ) |
| 33 | FLOORING: VITRIFIED FLOOR ANTISKID/ MATT FINISH TILES (300X300MM)Providing and laying Vitrified floor antiskid/Matt tile 300x300mm in floor of size as specified of 8 mm thk laid on a bed of avg 18-20 mm thick cement mortar 1:3 (1-cement : 3-coarse sand) in slop as per detail and drawings with/without 3-5 mm grove Make as approved by client/Consultant of Approved colour . Cleaning and complete. As directed by Engineer-In-Chargerates Rates shall including Filling Grove with Ready mix Cementenious based Grout or Pure epoxy based Grout Material. (Filling of Groves will not Paid Saperetly ) |
| 34 | WALL TILE: VITRIFIED GLOSSY/MATT TILE 300x450mmProviding and laying of vitrified wall tile Glossy/Matt 300x450mm in dado, skirting, riser, of size as specified of 8/10 mm thk on 10-12 mm thk Cement mortar 1:3 (1-cement : 3-coarse sand) as per detail and drawings with/without 3-5 mm grove Make as approved by client/Consultant of Approved colour . Cleaning and complete. Rates are including of Filling Grove with Redy mix Polymer mix cementenious based Grout or Pure Epoxy Based Grout Material. (Filling of Groves will not Paid Saperetly ) |
| 35 | FLOORING: SEMI MIRROR POLISHED KOTASTONE (18MM THK)Providing and fixing 18 mm thick semi mirror polished, machine cut Kota stone in Electrical Room laid over 20mm thick base cement mortar 1:3 (1 cement : 3 coarse sand ) with joints treated with white cement, mixed with matching pigment epoxy touch up, i/c rubbing, curing including nosing of corners. |
| 36 | SKIRTING:SEMI MIRROR POLISHED KOTASTONE (18MM THK)Providing and laying Semi mirror polished kota stone slab 18mm thick in risers of steps, skirting Dedo and pillars laid on 10mm thick cement mortar 1:3(1-Cement:3coarsesand) and jointed with gray cement slury mixed with pigment to match the shade of slab including rubbing and polishing etc.complete. (upto 10 ton) |
| 37 | FLOOR:GRANITE STONE (18MM THK)Providing and Laying 18 mm thick mirror polished, machine cut Granite approved color in floor, steps, wall and dado etc. laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand ) in true line and plain level with cement slurry to fix on wall / dado are cut according to the size and shapes given in drawing or to suit site dimension of the room and desired pattern with joints treated with white cement mixed with matching pigment , adhesive like araldite, including rubbing, curing, nosing of corners, cutting in profile, architectural works, etc. complete as per directions of Engineer In charge. [ Rate to include all labour, material, tools, tackles, hire charges, water charges, wastage, overheads etc. complete.] Actual/Net quantities measured shall be paid. For 100mm height skirting, payment to be made by considering skirting area multiplying 1.5 times to net area. |
| 38 | GRANITE STONE: URINAL PARTITION (TWO SIDE POLISHED) Providing and laying 18 to 20 mm thick granite stone of two side polished (Colour as Approved by Consultant) for urinal partition with white cement slurry including rubbing and mirror/semi-mirror polishing,moulding etc. complete including cutting of granites, chamfering/half round moulding & poliching of edges, etc) of approved shape Rate to include all labour, material, tools, tackles, hire charges, water charges, wastage, overheads etc. complete.] Actual/Net quantities measured shall be paid. |
| 39 | REMOVAL OF PAVER BLOCK FROM THE DAMAGED AREA AND RE-INSTALLATION OF SAME PAVER BLOCK |
| 40 | DRIVE AREA : PAVER FINISHExecution of civil work to develop floor area finish with RCC tri-mix finish floor including scope of work of excavation, GSB, PCC, RCC, Paver block work with curbing / edge bounder finish including curing, Cutting, joint / gap filling, compacting, site cleaning, material sampling and testing for quality check etc. all complete. (1)EXCAVATION : Earthwork and excavation for foundation for drive area development in all kind of soil, hard murrum, soft rock, hard rock by pneumatic drilling etc. Stacking the excavated serviceable earth at least 3mts. away from the edge of excavation / foundation trenches and Disposing of the surplus non serviceable excavated earth and/or debris etc. including loading at site, transporting & disposal, unloading up to any lead in all conditions after backfilling using serviceable earth as per the instructions of the client or consultant. Dewatering shall include in scope of work if & as applicable. Plot area soil to be leveled and neatly dressed and compacted with mechanical compactors / roller to the specified levels complete in all respect as per scope of work, detailed construction drawings , as per technical specifications and directions of the Engineer-in-charge. (2) WBM : 300 MM Th.-Supplying and laying of 300mm Th. WBM LAYER BASE COURS (1st layer of 150mm th of downgraded stone size 63 to 90 mm and 2nd layer of 150mm th of downgraded stone size 40 to 63 mm) tough, sound, clean and durable including cost of stone aggregates with quarry dust / murrum filling in voids correcting the grade and slope for, all royalties, taxes, handling, transportation to site, unloading the same by the side of the road with all leads and lifts, spreading and laying to form water bound macadam in TWO LAYER of 150mm EACH compacted thickness to proper grade, camber & level, binding the surface with murrum, including the cost of supply of murrum, consolidating with min 10 T Vibro road-roller, watering, with all leads & lifts including preparation of camber below Paver etc. complete as per drawings, specification and direction Engineer-in-Charge. (3)P.C.C. :- Providing and laying of 75 mm th. as specified in drawing 1:4:8 ( 1 cement : 4 coarse sand : 8 M/C graded stone aggregates of 40 mm nominal size) / as specified in drawing cement concrete in proportion as per shown in drg. for all depth and thickness incl. shuttering, centering, ramming tempering and curing etc. P.C.C should completed in proper line and lvl. Provide and lay 600mic PVC sheet over compacted GSB top layer prior to do PCC over it. (4) PAVER BLOCKS : Providing and laying 80 mm thick ( grey or red ) rubber molded paver blocks of approved pattern in forecourt area or as per located in drawing (approved by client/ consultant) having compressive strength 400 kg/sqcm laid over 50 mm th river sand bed and joints to be filled with river sand and Compaction by Mechanical Compactor. Paver blocks should be in proper line and lvls. Paver block pattern, colour and make as approved by Owner/ EIC. (5) Provide and laying curbstone of size 450x500x150 / 450x300x150, smooth finish with half round top edge chamfer, shall fix in true line and level as specified and apply approved paint over it |
| 41 | KERB STONE : 500/450MM x 300MM X 150MMProviding and fixing of smooth finish precast kerb stones of size 500/450MM X 300MM X 150MM th. in true line and level including necessary excavation, surface dressing, even base preparation, back filling, fixing in true lines & levels and finishing the joints with neat cement mortar 1:2 all complete as per drawing and directed by EIC. Actual / Net quantities measured shall be paid. |
| 42 | WATER TRENCH WITH GRATINGSExecution of civil work to construct RCC Water trench (550x600mm) with RCC Top covers. The scope of work shall includes excavation, min 200mm stone soiling (GSB/WBM as directed by EIC), 100mm PCC (1:3:6), RCC M25 or as specified in drg, shuttering, reinforcement, 15mm thick waterproofing plaster, Grade - C Glazed Tiles, angles/channel fixing etc all complete as specified in drawing with maintaning proper quality control, curing and as in specified slope.complete in all respect as direction of EIC.(Ref Tender Drawings Road and trench detail) |
| 43 | Fabrication : Structural Steel (General) including CGS Gate with V Track Rail (MS).Structural Fabrication Works - Supplying, Fabricating, Erecting & Fixing in position structural steel items viz. structure, trench covers, dispenser frames, cascade structure, pipe support, valve support, hand railing, ladder, staircase, clamps, brackets and all miscellaneous steel works as detailed and as directed by EIC at all levels using MS angles, beams, channels, tees, plates, pipes, rounds, squares, flats including hard wares like hinges, nuts, bolts, washers, etc. of various sizes and other structural steel sections conforming to IS 2062 including straightening, cutting, fabricating, welding, bending to shape, bolting, fixing in position, welding to other MS structure item or insert plate embedded in wall/concrete at site and finished the surface neat after grouting. Rate shall include for painting with two coats 50 micron DFT for Each Coat of synthetic enamel paint over a coat of 50 micron DFT for Zinc chromate primer, etc. complete, as directed by Engineer In charge. Material shall be of TATA/VIZAG/SAIL/ESSAR or other equivalent make only. Actual/Net quantities measured shall be paid. Weight of washers, nuts & bolts shall not be paid extra.Note : 1. Welding rods of Adani or Ador make only to be used. 2. ISI marked E-7018 to be used for welding on beam or truss part and 6013 for rest or as directed by Engineer-in-charge.3. Welding rod to be preheated to 60 degrees centigrade before usage.4. If fabrication work is done at site then contractor will have to bear the electricity consumption charges. |
| 44 | BARBED WIRE CONCERTINA COIL FENCINGProviding and fixing barbed wire concertina coil fencing with punched tape concertina coil 450 mm dia 10 metre openable length (total length 90 m) having 50 nos rounds per 6 metre length, over 2.5 m height of wall with L-50x50x5 mm thk angle iron 'Y' shaped placed 2.0 m apart and with 6 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-incharge with reinforced barbed tape (R.B.T.)/Spring core (2.5mm thick) wire of high tensile strength of 1800N/mm with tape (0.52 mm thick) and minimum coil weight 50kg/coil (cost of M.S. angle shall be paid separately) |
| 45 | WEEP HOLES:Providing Weep holes 150 mm. dia. P.V.C. in the Retaining wall and Brick wall with all lead and lifts etc. complete as per specification. |
| 46 | UPVC PIPE :65mm Providing laying and jointing in true line and level 65 mm dia. U.P.V.C. Pipe (SCH -40) line including fittings of standard make as apprroved by Engineer In charge. Pipe shall be fixed on the wall with the help of clamp at every two meter C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials. |
| 47 | PVC SWR NAHNITRAP-75mmProviding and fixing PVC SWR nahni trap IS 14735 for drain - 75mm diameter with jali of the following nominal diameter of self cleansing design with C.I scread down or hinged gratring including the cost of cutting and making good the walls |
| 48 | PVC SWR NAHNITRAP-100mmProviding and fixing PVC SWR nahni trap IS 14735 for drain - 100mm diameter with jali of the following nominal diameter of self cleansing design with C.I scread down or hinged gratring including the cost of cutting and making good the walls |
| 49 | GULLY TRAPProviding and fixing S.W. Gully trap with C.I. grating brick masonry chamber & water-tight C.I. cover with frame of 300mm x 300mm size (inside) with standard weight. [I] Square mouth trap (C) 150mm x 100mm size P or R type. |
| 50 | NON RETURN VALVE:25MM DIAProviding & fixing Gunmetal Check or non return full way Wheel Valve/Handle Valve ISI mark only. Joints shall be sealed by pipe sealant. For Water pipeLines (25mm Dia) |
| 51 | NON RETURN VALVE:40MM DIAProviding & fixing Gunmetal Check or non return full way Wheel Valve/Handle Valve ISI mark only. Joints shall be sealed by pipe sealant. For Water pipeLines (40mm Dia) |
| 52 | NON RETURN VALVE: 50MM DIAProviding & fixing Gunmetal Check or non return full way Wheel Valve/Handle Valve ISI mark only. Joints shall be sealed by pipe sealant. For Water pipeLines(E) 50mm dia. |
| 53 | NON RETURN VALVE:65MM DIAProviding & fixing Gunmetal Check or non return full way Wheel Valve/Handle Valve ISI mark only. Joints shall be sealed by pipe sealant. For Water pipeLines(E) 65mm dia. |
| 54 | INSPECTION CHAMBER:450 x 450 x 450/600mmConstructing brick masonary chamber for under ground C.I. inspection chamber and bends with bricks having crushing strength not less than 35 Kg/Cm2 in Cement Mortar 1:5 C.I.Cover with frame (Light dury) 450 MM x 450 MM internal dimensions, total weight of cover with frame tobe not less than 38 kgs. (weight of cover 23 kgs. and Wt. of frame 15kgs) R.C.C.top slab with 1:2:4 mix (1-Cement : 2-Coarse sand : 4-Graded stone aggregate 20MM size) foundation concrete 1:5:10 inside plaster 15MM thick with cement Mortar 1:3 finished smooth with a floating coat of neat cement on wall and bed concrete etc. complete.In side dimensions,450mmx450mm and 450/600 mm deep for single pipeline. |
| 55 | MIRROR:6mm THICK Providing and fixing 6mm thick Mirror of superior glass mounted on 6mm thick A.C.sheet or plywood sheet fixed to wooden plugs with C.P.Brass screws and washers. (with wooden beeding as frame) |
| 56 | WASHBASIN (COUNTER TOP):550x425 mmWash basin (Counter top) : Providing and fixing wash basin of approved quality and as approved by engineer in-charge with single hole in 18mm thick GRANITE including cutting holes and making good the same with fittings, (A) size of wash basin 550x425 mm counter top in white/color as decided by engineer in-charge. The rate is inclusive of waste pipe, connection pipe etc complete. |
| 57 | WALL HUNG WATER CLOSETProviding and fixing white vitreous china wall hung type water closet with soft closing seat and lid, C.P. brass hinges/ and rubber buffers, Including jointing with soil pipe fixing the on wall MS Chair Bracket, SS Bolts and washers fixing push plate/Half turn/Metropole cock fittings, include cost of all material , laboure ,duroplast soft close seat cover , jet spray, CI Chair Bracket, SS Bolts and washers, earthwork, cement concrete work making good for floor and wall all complete as per detail drawing and instruction of engineer-in charge.(make as approved by Architect/Consultant) |
| 58 | FLAT BACK URINAL:580 x 380 x 350 mmProviding and fixing white vitreous china flat back or half stall urinal of 580 x 380 x 350 mm with automatic flushing cistern (of approved make) with fittings CI/MS brackets standard size CP brass flush pipe, spreaders with unions and clamps (all in CP brass) with waste fitting as per IS : 2556, CI trap with outlet grating and other couplings in CP brass including painting of fittings and brackets, cutting and making good the walls and floors wherever required |
| 59 | METROPOLE FLUSH VALVE:25mm DiaProviding and fixing concealed body metropole flush valve CP Finish with control cock operation plate, 25 mm size of approved quality including cutting, fixing in pipe line, making good walls/floor where ever required , cement concrete work all complate as directed by Enginee In charge. (make as approved by Architect/ Consultant) |
| 60 | HEALTH FAUCET:20mm DiaProviding and Fixing 20 mm cromium plated brass Health faucet with 1000 mm flexible pipe and necessary accessories, Fixing and Approval of engineer in-charge.(make as approved by Architect/Consultant) |
| 61 | TWO WAY BIB TAP :15mm DiaProviding and Fixing of Brass Screw down Two way BIB Tap 15 mm i/d Polished Bright Chrome Finish of approved make with all necessary fittings. All the damages incurred while fixing shall be repaired to the satisfaction of the engineer in-charge ( make as approved by Architect/Consultant). |
| 62 | PILLAR COCK:-20mm DiaProviding and fixing Pressmatic auto close Pillar Cock with necessary concealed fitting and cover panels (a) 20 mm dia. All the damages incurred while fixing shall be repaired to the satisfaction of the engineer in-charge( make as approved by Architect/Consultant) |
| 63 | ANGULAR STOP TAP:- 20 mm dia: Providing and fixing stop Cock with necessary concealed fitting and cover panels. All the damages incurred while fixing shall be repaired to the satisfaction of the engineer in-charge ( make as approved by Architect/Consultant). . |
| 64 | BIB TAP:-15mm DiaProviding and fixing Bib Tap Chromium plated of 15 mm i/d with necessary concealed fitting and cover panels. All the damages incurred while fixing shall be repaired to the satisfaction of the engineer in-charge. Bib Cock shall be as approved by engineer in-charge |
| 65 | FLUSH COCK FOR URINALProviding and fixing chromium plated self closing flush cock for Urinal flush of approved quality including fixing in pipe line etc. complete. 15 mm dia as aproved by clinet and consultant |
| 66 | C.P.Brass TOWEL RODProviding and fixing C.P.Brass TOWEL ROD of 600mm x 20mm dia provided at wash basin fixed to wooden plugs with C.P.Brass screws. |
| 67 | TOILET PAPER HOLDER Providing and fixing toilet paper holder with all necessary fittings and accessories etc complete as directed by E-I-C, |
| 68 | S.S. SOAP DISH/TRAYProviding and fixing screw-to-wall type S.S. Soap dish / tray fixed to wall with CP brass screws, etc., complete |
| 69 | WATER COOLER AND RO :Supply installation and commissioning of Water cooler of 150ltr storage / 150LPH cooling capacity and RO system of capacity min 100LPH, Reverse Osmosis Technology, including required Sanitation filters, Carbon filters, Water softener workable, Auto cutoff for ROW water having TDS value unto 2000. System shall contain Water softener and corban filtration, Raw water booster pump, Sediment Pre-Filtration tank, Carbon Pre-Filtration tank, Reverse Osmosis Membrane, Post Carbon Filter, Bladder Storage Tank, Automatic Shut-Off Valve, Pressure Gauges, Solenoid valves, Feed Water Valves-angle stop valve, faucet adaptor, self-piercing valve / Solenoid valves, On line tds display etc. all complete as specified and directed by EIC / Consultant |
| 70 | GRASS LAWNPlantation and grass loan in planter with plants and english grass carpet etc. complete with all miscellaneous works, and sundry works. GRASS LAWN: Prepare the surface for grass and grassing the grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying of grass earth.DACORATIVE PLANTS: Preparation of bed hedging and shrubbery by excavating 60 cm deep at 750 mm C/C and trenching the the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth and 1 part of manure) flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of material declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 100 m lift upto 1.5 m complete and cost of sludge, manure or extra earth. |
| 71 | Planters (ARECA PALM) with a 10L of pot having diameter of 28cm. |
| 72 | GATE 8.00 mtr. WIDE ROLLING GATE:Providing, fabricating and fixing of Rolling Gate of required width and height and shall fix on MS pole grouted in RCC foundation as shown in drawing. Work shall include MS Angle/Square/Rectangle Hollow Section fabrication and fixing of MS/Perforated plate of minimum 2mm thick size as per detail drawing. Fixing gate on 25 dia. MS Rod with rollers including fixing rolling gate assembly such as ball bearing, Nylon Rollers, Stud for roller MTG. MS gate and all assembly shall be finish with one coat zinc chromate primer and two coat 50 micron colour as per specifications and colour shade approved by consultant or client. Scope shall including related Civil work like excavation and PCC & RCC foundation for pole fixing, fixing embedded MS channel in RCC, base plate, bolts, rolling mechanism assembly, etc. all complete as per specification and drawing. Rate shall include cost of labor, tools, tackler, equipments , material etc. all complete. |
| 73 | 100 MM DIA PVC PIPE For Rain water lineSupplying and laying in position of 100 mm dia PVC pipes, 6 KG/CM2 with collars conforming to AS IS FOR DRAINAGE etc. including cutting the pipe if necessary, lowering, laying in position to proper levels, slopes, clamping etc.caulking the joints with spun yarn soaked in neat cement slurry and finishing with cement mortar 1:2 (1 cement: 2sand),CC, curing etc. all complete as per drawings, specifications and directions of Engineer-in-charge. Rate shall include all material, labour, tools, tackles, equipment and machinery supply, sampling, testing etc. all complete. |
| 74 | RCC HUME PIPE (150mm dia.) Class- NP-4RCC pipe providing supplying of 150 mm dia, CLASS-IRS-NP4 ISI standard. RCC pipe in standard length of following class and diameter. Suitable for either color joints for RCC rig joints incl. transportation, freight charges, loading unloading charges, etc. completed. (IS-458/1989) Rates are including with collar joints and necessary fittings. |
| 75 | RCC HUME PIPE (300mm dia.) Class- NP-4RCC pipe providing supplying of 300 mm dia, CLASS-IRS-NP4 ISI standard. RCC pipe in standard length of following class and diameter. Suitable for either color joints for RCC rig joints incl. transportation, freight charges, loading unloading charges, etc. completed. (IS-458/1989) Rates are including with collar joints and necessary fittings. |
| 76 | GI PIPE: 50 mm Dia B-ClassProviding and installation of G.I. Pipe B-Class (Medium) as per IS:1239, TATA/ASIAN or any other ISI mark equivalent make including all required G.I. Fittings and specials i.e., bends, tees, crosses, plugs, reducers, cowls, offsets, etc. in pipe ducts, sunken floors, by making cavity in brickwork, RCC work including clamps and hinges, cutting, bending and making threads, etc. and testing of complete installations. Damaged surface shall be properly finished after installation of pipeline with cement mortar/putty/plaster of paris, etc. as per the condition and directions of Engineer In charge. Actual / Net measured length of total pipeline shall be paid. |
| 77 | RCC ELECTRICALTRENCH : Execution of civil work to construct RCC trench with covers. The scope of work shall includes excavation, min 200mm stone soiling (GSB/WBM as directed by EIC), PCC, RCC M25 or as specified in drg, shuttering, reinforcement, plaster, tiling, angel / channel fixing, MS / FRP cover etc. all complete as specified in drawing as specified in drg and direction of EIC. (1) EXCAVATION: Earthwork and excavation for foundation for trench in all kind of soil, hard murrum, soft rock, hard rock by pneumatic drilling etc. Stacking the excavated earth at least 3mts. away from the edge of foundation trenches and Disposing of the surplus excavated earth and/or debris etc. including loading at site, transporting & disposal, unloading. As per the instructions of the client or consultant. Dewatering if applicable.(2) WBM : 300 MM Th.:-Supplying and laying of 300mm Th. WBM LAYER BASE COURS (1st layer of 150mm th of downgraded stone size 63 to 90 mm and 2nd layer of 150mm th of downgraded stone size 40 to 63 mm) tough, sound, clean and durable including cost of stone aggregates with quarry dust / murrum filling in voids correcting the grade and slope for, all royalties, taxes, handling, transportation to site, unloading the same by the side of the road with all leads and lifts, spreading and laying to form water bound macadam in TWO LAYER of 150mm EACH compacted thickness to proper grade, camber & level, binding the surface with murrum, including the cost of supply of murrum, consolidating with min 10 T Vibro road-roller, watering, with all leads & lifts including preparation of camber below Paver etc. complete as per drawings, specification and direction Engineer-in-Charge (3)P.C.C. : Providing and laying of given thk. of 1:4:8 / 1:3:6 ( cement : coarse sand : M/C graded stone aggregates of 40 mm nominal size) cement concrete in proportion as shown in drg. for all depth and thickness incl. shuttering, centering, ramming tempering and curing etc. P.C.C should completed in proper line and lvl.(4) R.C.C. : Providing and laying pardi and base of proper thickness in cement concrete in 1:1.5:3 M-20 grade/As per shown in drg. including, providing openings, recesses, chamfering, tampering, curing, rendering the surface to give a smooth and even surface etc. all complete. Scope shall include supply and installation of form work and reinforcement etc. all complete with Tools and Tackles and curing.(5)BRICK WORK: Brick work using common brunt clay conventional building bricks, having crushing strength not less than 35 kg/sq. cm. for any structures at any depth in C.M. (1:6) including water curing, scaffolding etc. complete, as per drawing, details and as directed.(6)Plaster: 12 mm thick Cement plaster in 1:4 ( 1 cement : 4 fine sand ) on internal walls of trenches with necessary proposition of base surfaces, hacking the Brick masonry or RCC Surface, The plaster surface shall be rubbed with iron plate till the surfaces become smooth, etc. all complete with Tools and Tackles and curing. The work shall be in line and level. Plaster to make even finish at all height as per direction of engineer in Charge (7)FABRICATION: Providing, Fabricating, erecting & fixing in position in trenches like plates, angles etc. of various sizes and other structural steel sections conforming to IS 2062 including straightening, cutting, fabricating, welding, bending to shape, bolting, fixing in position, welding to insert plate, embedding in wall / concrete and finished the surface neat after grouting. Rate shall include for painting with two coats 50 micron DFT for Each Coat of synthetic enamel paint over a coat of 50 micron DFT for Zinc chromate primer, etc. complete, as directed. as per detail drawing.(8)C-GRADE GLAZED TILES: Providing and fixing of \\"C\\" grade glazed tiles in all trenches in proper line and level, as per located in drawing of approved equivalent make in white colour laid over 10mm thick bed of cement mortar 1:3 (1 cement, 3coarse sand) and joints to be filled in white cement to make complete.(8)TRENCH COVERS: Providing & fixing MS Plate/ Chequered Plate / Pipe section cover as per detail drawing, specifications & utility installations including MS Angle frames & all fabrication works as required & as direction of Engineer In charge. Rate shall include for painting with two coats 50 micron DFT for Each Coat of synthetic enamel paint over a coat of 50 micron DFT for Zinc chromate primer, etc. complete, as directed. GI/ RCC HUME PIPE for Cable: The required GI/PVC Conduiting pipes-Heavy duty shall be provided by civil contractor as per approved drawing issued y IOAGPL Gas. |
| 78 | ELECTRICAL CHAMBER- 450 X 450 X 450/600 MMConstruction of brick wall chamber / pit for electrical pit / earthing pit/ water chamber of approved size and shape as per in detail dwg. with excavation, soiling, PCC (1:4:8), RCC, Copping, full brick walls, fixing MS frame and MS cover, copping surface shall finish using surface hardener, inside finished with a 15 mm water proofing smooth cement plaster, primer & paint etc. all complete incl curing & testing. 12 mm thick M.S. plate cover with frame as per detail with one coat zinc chromite primer and two coat 50 micron Synthetic Enamel / Oil paint as directed by EIC of approved colour and make etc. all complete as per specifications and approved by consultant or client. Work shall complete as per detailed drawing. Chamber Dimensions shall measure in to in. |
| 79 | ELECTRICAL CHAMBER: 600 x 600 x 600mmConstruction of brick wall chamber / pit for electrical pit / earthing pit/ water chamber of approved size and shape as per in detail dwg. with excavation, soiling, PCC (1:4:8), RCC, Copping, full brick walls, fixing MS frame and MS cover, copping surface shall finish using surface hardener, inside finished with a 15 mm water proofing smooth cement plaster, primer & paint etc. all complete incl curing & testing. 12 mm thick M.S. plate cover with frame as per detail with one coat zinc chromite primer and two coat 50 micron Synthetic Enamel / Oil paint as directed by EIC of approved colour and make etc. all complete as per specifications and approved by consultant or client. Work shall complete as per detailed drawing. Chamber Dimensions shall measure in to in. |
| 80 | ELECTRICAL/EARTHING CHAMBER: 450 x 450 x 450mmConstruction of brick wall chamber / pit for electrical pit / Earthing pit/ water chamber of approved size and shape as per in detail dwg. with excavation, soiling, PCC (1:4:8), RCC, Copping, full brick walls, fixing MS frame and MS cover, copping surface shall finish using surface hardener, inside finished with a 15 mm water proofing smooth cement plaster, primer & paint etc. all complete incl curing & testing. 12 mm thick M.S. plate cover with frame as per detail with one coat zinc chromite primer and two coat 50 micron Synthetic Enamel / Oil paint as directed by EIC of approved colour and make etc. all complete as per specifications and approved by consultant or client. Work shall complete as per detailed drawing. Chamber Dimensions shall measure in to in. |
| 81 | MANHOLE: 600 x 600 x 900mmConstructing Manhole chamber with R.C.C. top slab in 1:1.5:3 mix (1-cement :1.5-coarse sand : 3-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900x900x600/900mm including heavy-duty FRC cover with frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg. With 230mm thick walls of brick masonary using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand). Scope shall include excavation, PCC, RCC, reinforcement, brick work, plaster finish, S&I of heavy duty FRC cover with frame etc. all complete as per design drawing, specification and direction of EIC/consultant. Chamber Dimensions shall measure in to in. |
| 82 | MANHOLE: 900 x 900 x 600/900mmConstructing Manhole chamber with R.C.C. top slab in 1:1.5:3 mix (1-cement :1.5-coarse sand : 3-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900x900x600/900mm including heavy-duty FRC cover with frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg. With 230mm thick walls of brick masonary using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand). Scope shall include excavation, PCC, RCC, reinforcement, brick work, plaster finish, S&I of heavy duty FRC cover with frame etc. all complete as per design drawing, specification and direction of EIC/consultant. Chamber Dimensions shall measure in to in. |
| 83 | FABRICATION WORKSupply, Installation, testing & commissioning of fabrication of M.S. Material of standard sizes like ISMC 150, ISMC 125, ISMC 100, ISMC 75, ISMA 65x65x6, ISMA 50x50x6, ISMA 35x35x5, M.S. strips, square/rectangular/circular hollow tube/pipe of approved supplier of client / consultants / architect etc. including Fabrication of cable tray supports, Painting of supports by two coats of red oxide followed by two coats of sprayed enamel paint, Installation of steel supports including using of fasteners, hardware as per drawings, specification, instruction of Engineer-in-charge and as per the instruction of the manufacturer. |
| 84 | REMOVAL OF EXISITNG CABLE AND RE-LAYING OF SAME CABLE |
| 85 | Removal of all types of cable in forecourt/operational area/building area and relaying of cables In HDPE conduit as per the actual. |
| 86 | CABLINGMEDIUM VOLTAGE CABLESS.I.T.C of XLPE Insulated 1100V Grade ,steel armoured Aluminium/Copper conductor cable (as per IS 7098 Part I) With FRLS PVC Sheath ;of following sizes & type surface trench/on wall/structure surface/in G.I Pipes/conduit as specified (Refer SLD& Cable routine plan) Proper cable dressing, cable clamping, cable tag inditification both ends, cable tag & cable clamping with Al/GI strip. inclusive all test before and after laying of cable . |
| 87 | 4.0 Cx 10 sq.mm. XLPE Armoured copper cable |
| 88 | 4.0 Cx 6.0 sq.mm. XLPE Armoured copper cable |
| 89 | 3.0 Cx 2.5 q.mm. XLPE Armoured copper cable |
| 90 | S.I.T.C .1C X 25 SQ.MM Flexible cu wire |
| 91 | S.I.T.C. 1C X 4 SQ.MM Flexible cu wire |
| 92 | CABLE CONNECTIONS & TERMINATIONSSupply, Connections & Termination of Medium voltage XLPE insulated cables as per the specification & instruction of Engineer-in-charge. The unit rate shall include supply & connection of adequate size wetherproof double compression type brass cable glands and tinned copper / AL. lugs including cutting/stripping of cable insulation, fixing of cable glands, crimping the lugs, connection of cable armour with earth bar, necessary tools,hardware,PVC insulated tape and all other material required. |
| 93 | 4.0 Cx 10 sq.mm. XLPE Armoured copper cable |
| 94 | 4.0 Cx 6.0 sq.mm. XLPE Armoured copper cable |
| 95 | 3.0 Cx 2.5 q.mm. XLPE Armoured copper cable |
| 96 | S.I.T.C .1C X 25 SQ.MM Flexible cu wire |
| 97 | S.I.T.C. 1C X 4 SQ.MM Flexible cu wire |
| 98 | Design, Engineering, supply including packing and forwarding, transportation, delivery at storage, of the complete earthing and lighting protection system, earth electrodes/pit, earth main ring, earthing of electrical equipments, instrument panels, field instruments, process equipments and pipes/flanges incluidng all associated civil work with all material (Like bitument coating) and labour as per specification and drawings approved by the company in with IS 3043. |
| 99 | Earth Pits-GI Electrode with 6 mm thick chequered plate cover |
| 100 | Earth Pits-Copper plate Electrode with 6 mm thick chequered plate cover |
| 101 | GI Strip (50x6) mm |
| 102 | GI Strip (25x3) mm |
| 103 | Cooper Strip (25x6) mm |
| 104 | INTERNAL WIRING |
| 105 | 3 way Flam proof junction box (2 incomming cable & 1outgoing cable) |
| 106 | Weather proof junction box (2 incomming cable & 1outgoing cable) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 08, 2026
17:00 IST
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Online submission via eProcurement portal.
Upcoming · 3 daysJul 10, 2026
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