Tender For Miscellaneous Civil Works At Inrpc Nrb Barc Tarapur For Year 2026-2027.
Tender Value
4.76 Crore
Estimated cost
Bid Submission
11 Aug 2026
13 days left
EMD
9.52 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Palghar → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Miscellaneous Civil Works At Inrpc Nrb Barc Tarapur For Year 2026-2027.
BOQ
| Sl. No. | Item Description |
| 1 | AREA GRADING - Earth work in Excavation by mechanical means (Hydrulic excavator) or manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and for all lift, as directed by Engineer-In-Charge. |
| 2 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete all as per drawings and specifications and as directed by the Engineer-in-charge. |
| 3 | From 0.00 to 1.50 m depth from average ground level |
| 4 | Extra over initial depth for every additional Depth of 1.50 m or part thereof |
| 5 | Lead charges for Lead exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc. |
| 6 | Clearing of the area mechanically / manually by CLEARING JUNGLE, GRASS OR RUBBISH and AREA LEVELLING including uprooting of rank vegetation, removing of the existing grass, brush wood, trees and saplings of girth up to 300mm at ground level, removal of ground weeds by uprooting and removal of the inert matter , dumping the clear materials in the area with a lead of about 2 Km as directed and as per the specification of the EIC |
| 7 | Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge.(230mm With outside material) |
| 8 | Labour charges for murum filling under floors of specified thickness in layers of not exceeding 150 mm thickness including consolidation etc.complete all as per drawings and specifications and as directed by the Engineer-in-charge. (using murrum available at BARC campus with a lead of up to 4 Km)Note: a) Only compacted volume will be measured and paid, b) Selected / approved excavated stuff stored within the DAE premises shall be issued free of cost to the contractor for filling purposes. |
| 9 | Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering. Complete at all leas per drawings and specifications and as directed by the Engineer-in-charge |
| 10 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level. |
| 11 | Providing and Laying Solid cement concrete block masonry with M-5 Grade of 190/ 140 mm thick in super structure in cement mortar 1:4 (using crushed sand). The rate shall also include providing and placing in position 2 nos of 8 mm dia bars at every third course of the masonry work |
| 12 | Providing, centering, shuttering Form work using steel plates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels. |
| 13 | Providing and fixing TMT Steel Reinforcement bars of specified grades manufactured using virgin materials confirming to IS 1786 for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete all as per drawings and specifications and as directed by the Engineer-in-charge(Steel supplied by contractor). |
| 14 | Providing and fixing at all levels MS bolts including nuts and washers of approved size, quality and make as per requirements and as per specifications, drawings complete all as directed at site by the Engineer in charge. |
| 15 | Structural Steel Works of MS rolled single / built-up sections conforming to IS 2062 for staircase, edge angles, nosing angles in trench covers, gratings etc., mild steel embedment part for lining supports, sampling blisters, embedded cubicles, SBT line supports, trolleys, MSM EPs, RSW EPs, Electrical Plug EPs, PE door EPs, crane & monorail related EPs, trench pipe supports, various pipe EPs and plate EPs, ACVE related EPs such as duct EP, angle or channel frames for filter banks and closing ducts, supporting arrangement for EPs embedded in concrete, column guards, monorails, railings, handrails, ladders, box column sections, Monorail, built-up sections, crane girders, MS grid work for lining works, crane girders, trolley rails, joists, channels, in M.S Plain Plates and chequered Plates in Trench Covers, gratings, connection plates, supporting arrangement for EPs embedded in concrete etc., including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc.complete all as per specifications, drawings and as directed by the Engineer in charge |
| 16 | Grouting below base plates of columns, equipments, around the foundation bolts, or locations as specified using pre-packed cementetious non-shrink grout (of approved brand & quality) including cleaning the base by water / compressed air, pre-soaking, shuttering / formwork, mixing, placing, curing etc. complete all as per manufacturer's guidelines and as directed by the Engineer-incharge. |
| 17 | Providing and Painting with Epoxy paint (two or more coats) IN FLOORS using approved finishing coat at all locations prepared and applied as per manufacturer' specifications including a priming coat if specified by the manufacturer , preparation of surface and etching with 10% commercial Hydrochloric acid wherever necessary and neutralizing the acid etched areas by washing with 5% solution of soda ash neatlyand washing with sufficiant water , after first coat Epoxy based trowelling compound if required , including preparation of the surface by scrapping, applying sand paper, filling the holes, joint, cracks if any , etc complete.all as per manufacturers Technical Data and as directed at site to achieve 250 micron Dry film thickness (50 microns primer coat, 1 intermediate coats of 100 microns & top coat of 100 microns)( Contractor has to provide Elcometer sampling sheets etc at his cost for testing film thickness) On Concrete surface |
| 18 | Providing and fixing pressed steel door frames of 125mm x 60mm size & conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike plate and shock absorbers as specified and applying a coat of approved zinc chromate primer & two coats of approved polyurethane aliphatic grade paint (of 180 microns TCT) after pre-treatment of the surface as per approved shop drawings, technical specifications & as directed by the Engineer-in-charge, Profile C, Fixing with adjustable lugs with split end tail to each jamb |
| 19 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K Value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated wIth miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm², modulus of elasticity 900 N/mm² and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with SS hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (Rate shall be inclusive of SS hold fast/lugs or SS dash fasteners)Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.Frame size 65x125 mm |
| 20 | Providing and fixing 35 mm thick flush door shutters conforming to IS : 2202 non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with internal teak wood lipping 25mm wide and fixing with 4 Nos of 125 mm long Stainless steel Hinges with S.S. wood screws complete. |
| 21 | Providing and fixing factory made 30mm thick single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm², modulus of elasticity 850 N/mm² and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with 4 nos stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. All exposed hardware shall be SS304 grade. |
| 22 | Extra for providing and fixing flush doors with decorative veneering on both sides |
| 23 | Providing and applying French spirit polishing One coats on old work including preparation of the surfaces, sand papering complete. as per specifications and as directed by the Engineer-incharge |
| 24 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Commercial flush door shutters. |
| 25 | Providing and fixing aluminium hanging heavy quality floor door stopper ISI marked with twin rubber stoppers, anodised transparent or dyed to required. colour or shade with necessary screws etc. complete. |
| 26 | Providing and fixing brass mortise latch and lock with 6 levers and a pair of lever Brass handles with necessary screws etc complete suitable for fixing in wooden / steel/FRP/ doors as per specifications. |
| 27 | Providing and fixing stainless steel tower bolts of size 300 X 12mm with necessary screws etc. all as per specifications and as per drawings. |
| 28 | Providing and fixing pair of stainless steel \\"C\\" type door handles 10 mm dia, 250 mm long SS 304 grade solid rod , of specified size in steel doors/ wooden doors including screws / bolts etc. all as per drawings and specifications complete. |
| 29 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush door including fixing 6 mm clear glass with necessary teak wood beadings complete all as per specifications and as per drawings. |
| 30 | Providing, supplying backhoe loader cum excavator including operator and helper for executing the works like excavation, grading, levelling, debris cleaning, Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings including removal of rubbish etc. to the periphery of the area to be cleared as directed by the Engineer-in-charge.Note: 1) Rate per working hour shall include all fuel, consumables and maintenance expenses. The break-down or maintenance hours will not be considered as working hours and no measurement shall be paid for the same.2) A log book shall be maintained by the contractor at site and daily record & signature for authorized working hours shall be taken from the Engineer-in-charge. The log book record only will be considered for measurement and release of payment. |
| 31 | Supply of tractor with trolley attachment at site on hire charges basis including driver, diesel etc., all complete as per direction of Engineer-in-Charge. |
| 32 | Supply of 20Tcrane on hire charges basis including operating staff, cost of lubricating oil, diesel/petrol/kerosene oil, other consumables, all complete as per direction of Engineer-in-Charge. |
| 33 | Supply of desel truck-9Ton hire charge basis including operating staff, cost of lubricating oil, diesel/petrol/kerosene oil, other consumables, all complete as per direction of Engineer-in-Charge. |
| 34 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12 mm dia. |
| 35 | Providing and repairing to internal plaster in cement mortar 1:4 (using crushed sand) of thickness 12 mm to 20 mm in patches of area up to 2.5 sq metres including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls, including disposal of rubbish to the dumping ground within 50 metres lead complete all as per drawings and specifications and as directed by the Engineer-in-charge |
| 36 | Providing 15 mm thick plastering using Ready mix internal plastering compound for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding, Providing and fixing G.I. chicken mesh/GPVC Fiber mesh in the junctions of concrete & brick work / masonry (including cutting, fixing with nails in position before plastering) complete all as per drawings and specifications and as directed by the Engineer-in-charge. |
| 37 | Providing 20 mm thick plastering using Ready mix external plastering compound for external faces of brickwork / concrete surfaces including water proofing compound @ 2% by weight of cemen, preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary,including Providing and fixing G.I. chicken mesh/GPVC Fiber mesh in the junctions of concrete & brick work / masonry (including cutting, fixing with nails in position before plastering) and complete all as per drawings and specifications and as directed by the Engineer-in-charge. |
| 38 | Providing 6mm thick plastering using ready mix plaster on cement concrete or Reinforced cement concrete work with white cement based polymer modified self curing mortar, complete all as per drawings and specifications and as directed by the Engineer-in-charge. |
| 39 | Extra for Plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof |
| 40 | Above 10 metres but up to a height of 13 metres |
| 41 | Above 13 metres but up to a height of 16 metres |
| 42 | Above 16 metres but up to a height of 19 metres |
| 43 | Above 19 metres but up to a height of 22 metres |
| 44 | Above 22 metres but up to a height of 25 metres |
| 45 | Above 25 metres but up to a height of 28 metres |
| 46 | Above 28 metres but up to a height of 31 metres |
| 47 | Above 31 metres but up to a height of 34 metres |
| 48 | Above 34 metres but up to a height of 37 metres |
| 49 | Dismantling of RCC works carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead complete all as per drawings and specifications and as directed by the Engineer-in-charge. |
| 50 | Dismantling of RCC works including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge. |
| 51 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismantling and stacking within 100 m lead complete all as per drawings and specifications and as directed by the Engineer-in-charge |
| 52 | Dismantling roofing including ridges, valleys and gutter etc and stacking the material within 50 mlead (G.S Sheet / FRP Sheet / AC Sheet). |
| 53 | Making the opening in brick masonry for door / window / clear story opening including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface including disposal of mulba/ rubbish to the nearest dumping ground complete all as per drawings and specifications and as directed by the Engineer-in-charge. |
| 54 | Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. Debris up to 1 km |
| 55 | Core cutting in RCC up to and including 50 mm Dia |
| 56 | Core cutting in RCC beyond 50 mm up to and including 100 mm Dia |
| 57 | Core cutting in RCC beyond 100 mm up to and including 150 mm Dia |
| 58 | Core cutting in RCC beyond 150 mm up to and including 200 mm Dia |
| 59 | Carrying out the routine maintenance of constructed buildings and associated minor civil works like attending minor patch works in masonry and plaster, repairs to internal and external water supply and sanitary lines, reparing/ replacement of sanitary and water supply fittings / fixtures, clearing of blockages / chockages in existing sanitary lines & rain water pipes, painting touchup works, removal of debris, attending carpentary repairs, removal of sludge from storm water drains, segregation and stacking of materials, upkeeping maintenance records etc by deploying skill manpower as per technical specification and as directed by the EIC. |
| 60 | Carrying out the routine maintenance of constructed buildings and associated minor civil works like attending minor patch works in masonry and plaster, repairs to internal and external water supply and sanitary lines, reparing/ replacement of sanitary and water supply fittings / fixtures, clearing of blockages / chockages in existing sanitary lines & rain water pipes, painting touchup works, removal of debris, attending carpentary repairs, removal of sludge from storm water drains, segregation and stacking of materials, upkeeping maintenance records etc by deploying semiskill manpower as per technical specification and as directed by the EIC. |
| 61 | Carrying out the routine maintenance of constructed buildings and associated minor civil works like attending minor patch works in masonry and plaster, repairs to internal and external water supply and sanitary lines, reparing/ replacement of sanitary and water supply fittings / fixtures, clearing of blockages / chockages in existing sanitary lines & rain water pipes, painting touchup works, removal of debris, attending carpentary repairs, removal of sludge from storm water drains, segregation and stacking of materials, upkeeping maintenance records etc by deploying unskill manpower as per technical specification and as directed by the EIC. |
| 62 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : |
| 63 | Providing and fixing hand rail using 304 grade Stainless Steel pipes of approved size and make and quality by welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge |
| 64 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50 mm thick compacted bed of crushed sand, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge |
| 65 | Providing and laying, in correct slope & level, homogeneous & abrasion resistant 2mm thick Vinyl flooring & skirting, confirming to IS 3462-1986 of approved make, colour, pattern and quality at all indicated locations including self levelling epoxy sub-base layer, surface preparation of surface prior to laying, fixing with approved adhesive to give smooth & even floor finish, pressing the vinyl by appropriate roller adequately to achieve bubble free floor surface, cutting and filling/ welding the joints by approved and matching colour welding rod with all labour, material, tools & plant etc. as required for satisfactory completion of work all as per the drawings, manufacturer's specifications and as directed by the Engineer |
| 66 | Providing and fixing Glazed VITRIFIED floor tiles of approved make in different sizes conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish laid over a bed of minimum 20 mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry including grouting with the joints with white cement based Tile Grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge. Using Tiles of size 600 X 600 mm. |
| 67 | Providing and laying minimum 25 mm thick uniform shade Kotah stone flooring over 20 mm thick (Average) base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing in minimum three levels to obtain mirror polish complete with base cement mortar 1:4 (using crushed sand) all as per specifications, patterns and drawings complete. |
| 68 | Providing and Laying Minimum 25 mm thick uniform shade Kotah stone treads and risers of steps, skirting, window sills in single length up to 2.00 metres length slab dado and pillars laid on 12 mm thick (average) cement mortar 1:3 (using crushed sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing to obtain mirror finish complete as per specifications, drawings and as directed by the Engineer-incharge |
| 69 | Extra for nosing in steps of treads Using Kotah stone |
| 70 | Providing and fixing 15 mm thick flooring with acid and alkali resistant tiles of colour as per IS 4457 using acid and / or alkali resistant mortar bedding and joints filled with acid and / or alkali resisting Epoxy for 5 to 8 mm depth over a bed of Bitumastic compound 8 to 10 mm layer and bitumastic primer complete as per the direction of the Engineer-in-charge In flooring over a bed of minimum 10 mm thick acid proof mortar with acid and / or alkali resistant tiles of size 200 X 200 X 15 mm of approved colour including providing required slopes and levels ( this work to be carried out throughspecialized agency) complete as per specifications and as directed by the Engineer-in-charge |
| 71 | Providing and fixing 10 mm thick skirting / Dadooing with acid and alkali resistant tiles of approved and colour as per IS 4457 using acid and / or alkali resistant mortar bedding and joints filled with acid and / or alkali resisting Epoxy for 5 to 8 mm depth over a bed of Bitumastic compound 8 to 10 mm layer and bitumastic primer complete as per the direction of the Engineerin-charge In flooring over a bed of minimum 10 mm thick acid proof mortar with acid and / or alkali resistant tiles of size 300 X 300 X 10 mm of approved colour including providing required slopes and levels (this work to be carried out through approved specialized agency) complete as per specifications and as directed by the Engineer-in-charge |
| 72 | Providing and Fixing Homogeneous 2.00 mm thick PVC sheet / tile in flooring and skirting of approved make in approved pattern on a smooth and damp proof base using rubber based adhesive of approved quality and manufacturer including, levelling small undulations with plaster of paris if required , rolling with light wooden roller weighing about 5 kg all complete as directed by Engineer-in-charge in approved colour and shade |
| 73 | Providing and fixing minimum 17 mm thick gang saw cut mirror polished granite (premoulded and prepolished) machine cut ZEBRA BLACK colour granite for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edge to give high gloss finish etc. complete as directed by the Engineer-in-charge at all levels |
| 74 | Providing and fixing 1st quality ceramic glazed floor tiles of minimum 300 - 600 mm long and 300 - 600 mm wide and thickness not less than 6 mm conforming to IS 15622 in all colours and shades as approved by Engineer-in-charge over a bed of 20 mm thick bed of cement mortar 1:4 (using crushed sand) and jointing with grey cement slurry including pointing with white cement based Tile grout and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge |
| 75 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS 15622. shade and colour of size ranging from 300 - 600 mm long and 300 mm - 600 mm wide and thickness not less than 6 mm as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints with matching colour Tile grout of matching shade including using PVC tile trim in the exposed corners, complete as per drawings, patterns and specifications complete as directed by the Engineer-in-charge. |
| 76 | Providing and fixing heavy quality health faucet with 1.50 metres long flexible hose (hand shower) with wall brackets and type as per specifications and as directed by the Engineer-in-charge |
| 77 | Providing and Fixing CP brass 100 mm dia shower rose with Shower arm as per specifications and as directed by Engineer-in-charge complete |
| 78 | Providing and fixing Eye wash station which can be operated both by hand or foot, including interconnecting piping, valves, bowl for eye was, eye was nozzles etc. Including testing and commissioning etc. complete. |
| 79 | Providing and fixing C.P Brass open stop cock of Heavy Quality of specified / approved make as per specifications and as directed by the Engineer-in-charge. 15 mm n.b CP Brass open stop cock of approved make and type. |
| 80 | Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 kg / sq.m mixed with water proofing cement compound @ 0.253 kg per sq.m. including injecting cement slurry .This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242 kg / sq.m mixed with water proofing cement compound @ 0.126 kg / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with cement slurry. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using crushed sand) admixed with proprietary water proofing compound conforming to relevant IS and approved by Engineer-in-charge including mixing 'RECRON 3S' fibre at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry in bottom and all the sides of sunken portion. complete all as per drawings and specifications and as directed by the Engineer-in-charge. The treatment to be tested for water tightness before filling the sunken areas. |
| 81 | Providing and laying in position with 150 mm thick hard murum bedding RCC hume pipe septic tank ~1800 mm diameter x 2.5 m length, excluding excavation but inclusive of placing in position, commissioning etc. complete all as per drawings and specifications and as directed by the Engineer-in-charge with all pipes vents etc. with connections on both sides. |
| 82 | Providing, hoisting and installing at required elevation moulded HDPE cylindrical vertical water storage tanks of approved make of the following capacities with suitable S. M. C cover at top including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow, providing and fixing necessary G.I Nipples ranging from 15 mm to 50 nn n.b of average150 mm length with double check nuts, washers etc. complete as directed by the Engineer-in-charge.HDPE CYLINDRICAL vertical storage water tank 5000 lit capacity. |
| 83 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore |
| 84 | Providing, supplying, cutting, welding, fabricating, hoisting, and fixing in position structural steelmembers like trusses, purlins, posts, trench cover plate edge support member etc. using MS hollow / circular / square / rectangular tubular sections etc including applying a coat of Zinc chromate primer of approved make all as per specifications, drawings and as directed by the Engineer in charge. Rate to include: all materials and labour charges, fixing complete |
| 85 | Providing and Fixing Anchor Fastener of approved make including drilling in concrete as per requirement for fixing Eps or other structures all as specified by the manufacturer complete all as per specifications and drawings. 16 mm diameter 75 mm Long |
| 86 | Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) single socketed pipes 75 mm diameter |
| 87 | Supply and Installation of translucent roof seam multicell polycarbonate panel system. The system with complete assembly of co extruded UV protected multicell panels incorporated into a complete system. Co-extruded UV protected polycarbonate panel system of min 12 mm thick of 900 mm (min.) width with angular daylighting concept. Panels shall have minimum six layers with truss bridge design for higher flexibility & strength. Panels with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall be manufactured with vertical standing seam at both sides of the panel. Panels shall be fixed on Purlin with snap on connectors with double tooth grip lock locking mechanism and will be secured on MS structure (will be paid Separately) with 3 One Numbers self-drilling screws & trapezoid SS fasteners holding the base of the standing seam offering best stability having a pull-out load of min. 7000N (7KN) tested as per ISO 6892:1998 and IS 1608: 2005, as per design requirement. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. U value shall not be more than 1.6 W/m2K as per EN ISO 10077-2:2018.Panel shall be with additional End cap/Aluminium U/F profile/ Glazing Bar for ends as required. Panel shall be fixed over MS structural steel/MS purlin (paid separately) conforming to the detail technical specifications as per approved architectural drawings. Trained and factory authorized labour with supervision to complete the entire panel installation as per drawing & direction of the engineering in charge. Colour: As per Approval. |
| 88 | Providing and fixing Indian water closet (Orissa pan) of approved make with 100 mm China wareP or S trap, One no. 10 litre High level or low level white PVC flushing cistern with flush pipe &bend with manually controlled device (handle lever) conforming to IS:7231, PVC 15 mm Inletconnection with all fittings and fixtures complete including all connection, embedding in positioncommissioning, cleaning etc. all as per drawings and specifications and as directed by theEngineer-in-charge(White Vitreous china Orissa pattern W.C. pan of size 580x440 mm). |
| 89 | Providing and fixing E.W.C. pan in White colour with 'P' or 'S' Trap with ISI marked white solid plastic seat and lid, 10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, flush bend, fixing EWC with C.P brass screws, 15 mm PVC heavy quality inlet connection of 450 mm long, including testing , commissioning & cleaning etc. complete all as per drawings and specifications and as directed by the Engineer-in-charge .E.W.C. pan in White colour with ISI marked white solid plastic seat and lid. |
| 90 | Providing and fixing white vitreous (Single half stall urinal with C.P brass Flush valve). china flat back half stall urinal size 580 x 380 x350 mm / 610 mm Aquaseal model with 32mm C.P flush valve with standard flush pipe and C.P. brass spreaders, 32mm urinal waste coupling with dome grating and clamp etc. including making G.I water line connection complete all as per drawings and specifications and as directed by the Engineer-in-charge (Only G.I. pipes will be paid under relevant Item ). |
| 91 | Providing and fixing vitreous China wash basin and colour with C.I. brackets,15 m C.P. brass pillar tap,15 mm x 600mm long PVC Inlet connection, 32 mmheavy quality C.P. brass waste coupling of standard pattern, including painting of fittings andbrackets, cutting and making good the walls and testing complete all as per specifications and asdirected by the Engineer-in-charge. |
| 92 | White vitreous China counter top / counter below wash basin size 560 x 410 mm / 560 x 450 mmwith single 15 mm C.P. brass pillar tap (OVAL / ROUND Models) |
| 93 | Providing and fixing Heavy quality Flexible PVC waste pipe (Semi rigid or Flexible) for sink or wash basin including PVC waste fittings etc. complete all as per drawings and specifications and as directed by the Engineer-in-charge (40 mm dia flexible PVC (semi-rigid) waste pipe) |
| 94 | Providing and fixing 6 mm thick mirrors of with bevelled edges complete with 6 mm thick asbestos sheet back ground fixed to walls with C.P. brass screws and concealed washers including providing and fixing mirrors with approved stainless steel 304 grade STUDS (with wall spacers) complete. all as per specifications and as directed by the Engineer-in-charge |
| 95 | Providing and fixing C.P. Brass toilet paper holder Recessed type with Brass C.P screws etc. complete all as per drawings and specifications and as directed by the Engineer-in-charge . |
| 96 | Providing and fixing Heavy Quality C.P .Brass waste coupling of following dia for wash basin and sink, size and quality all as directed complete |
| 97 | C.P Brass Waste coupling 32 mm Dia and minimum 79 mm length Half threaded or Full threaded as per requirement, complete all as per drawings and specifications and as directed by the Engineer-in-charge . |
| 98 | Providing and fixing Heavy Quality CP Brass Bottle trap 31 / 32 mm single piece moulded with height of 270mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal for wash basins / urinal etc complete all as per drawings and specifications and as directed by the Engineer-in-charge . |
| 99 | Providing and fixing C.P brass towel rail of 600 mm long complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement complete all as per drawings and specifications and as directed by the Engineer-in-charge . |
| 100 | Providing, supplying and fixing JET spray with 1.00 metre long flexible tube connection inEuropean / Anglo Indian closet under seat cover fixtures complete all as per drawings and specifications and as directed by the Engineer-in-charge . |
| 101 | Providing and fixing 150 X150 mm soap dish of white vitreous Chinaware, of including chasing walls making good the same after fixing the China Soap dish etc. complete all as per specifications and as directed by the Engineer-in-charge . |
| 102 | Providing , Laying , jointing, fixing and testing for OPEN plumping lines (No Concealed) Heavy quality (C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing Teflon tape, Fixing in walls / trenches using clamps etc . including 2 coats of Syn enamal paint over a coat of primer , making good by filling with concrete 1:3:6 and complete all as per drawings and specifications and as directed by the Engineer-in-charge . |
| 103 | 15 mm n/b G.I pipe |
| 104 | 20 mm n/b G.I pipe |
| 105 | 25 mm n/b G.I pipe |
| 106 | 32 mm n/b G.I pipe |
| 107 | 40 mm n/b G.I pipe |
| 108 | Providing and fixing GM Gate valves with handle wheels as per IS: 778, complete all as per drawings and specifications and as directed by the Engineer-in-charge. |
| 109 | 25 mm n.b |
| 110 | 40 mm n.b |
| 111 | Providing and fixing C.P Brass Bib cock of Heavy Quality complete all as per drawings and specifications and as directed by the Engineer-in-charge. (Samples to be got approved by the Engineer-in-charge) |
| 112 | 15 mm dia Bib cock. |
| 113 | 15 mm Dia LONG BODY Bib cock. |
| 114 | Providing and fixing C.P Brass Angle cock of Heavy Quality , for wash basin inlet / flush cistern etc. complete all as per drawings and specifications and as directed by the Engineer-in-charge. (Samples to be got approved by the Engineer-in-charge).15 mm n.b CP Brass Angle cock. |
| 115 | Providing and fixing square mouth S.W. gully trap grade 'A' complete with CI grating brick masonry chamber with water tight CI cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design, complete all as per drawings and specifications and as directed by the Engineer-in-charge. 150x100 mm size Gully Trap \\"P\\" type |
| 116 | Providing and laying non pressure NP2 class RCC Hume pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete. 250 mm Dia RCC Hume pipe class Np2 |
| 117 | Providing and constructioning Inspection chambers of Internal size clear dimention of 900x600 mm in 230 thick brick masonry with Cement mortat 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, Plastering with cement mortar 1:4 20 mm thick on inside , out side and all exposed sufaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900 X 450mm, embedding the Frame and cover with CC 1:2:4 concrete , and fixing Cast Iron Steps if necessary at 300mm intervals complete . Depth of Chamber not exceeding 900 mm.complete all as per drawings and specifications and as directed by the Engineer-in-charge. ( Excavation, Soling,Cast Iron Cover and C.I steps will be paid separately under relevant item) |
| 118 | Providing and constructing storm water chambers of Internal size clear dimension of 900mm x 600 mm in 230 thick brick masonry with cement mortar 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed surfaces finished with a floating coat of neat cement, embedding the C.I frame and cover / RCC precast slab by making suitable rebate in concrete and fixing cast iron steps if necessary at 300 mm intervals complete as directed by the Engineer-in-charge. Depth of chamber not exceeding 900 mm. (Excavation, soling, cast iron cover, C.I steps and precast slab will be paid separately under relevant item) |
| 119 | Supplying and fixing Cast Iron Man hole cover or Cast Iron Steps cover as specified in the drawings,specifications or as directed by the Engineer in charge |
| 120 | Supplying and fixing CI cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg, complete all as per drawings and specifications and as directed by the Engineer-in-charge. |
| 121 | Providing, supplying, fixing in position, under floors or in walls Centrifugally cast iron pipes including required specials like bends, tees, 'Y' collers, cowl etc for Soil, waste and ventilation pipes Confirming to IS.3989 including cost of Jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes,painting with primer , fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed by the Engineer-in-charge. |
| 122 | 150 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.20 kg lead / joint |
| 123 | 100 mm dia Centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.00 kg lead / joint |
| 124 | 75 mm dia Centrifugally cast (spun) iron socketed pipe as per IS:3989 using 0.90 kg lead / joint |
| 125 | Providing, supplying, fixing in position in walls Rain water down take pipes using Centrifugally cast iron pipes 3.00 metres long) including required specials like bends, shoes etc for Rain water down take pipes Confirming to IS.3989 including cost of Jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes,painting with primer , fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed by the Engineer-in-charge. 150 mm C.I Rain water down take Pipe with 1.20 kg lead / joint as per IS 3989. |
| 126 | Providing and fixing Cast Iron Nahani Trap / Floor Trap of 100 mm inlet and 75 mm outlet, ( weighing 5.80Kgs each), jointing with Lead with the connection pipes, placing as per the drawings, embedding in Cement concrete 1:2: 4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kgs/sq.cm pressure and fixing 1 No 125 mm dia C. P Brass Grating , complete all as per drawings and specifications and as directed by the Engineer-in-charge. |
| 127 | Providing and fixing heavy quality stainless steel / C.P brass grating for floor traps / nahani traps all as to complete all as per drawings and specifications and as directed by the Engineer-in-charge. SS Grating 150 mm Square with Frame |
| 128 | Supplying , cutting to shape and fixing specified diameter UPVC pipes as per IS 4985 in RR Masonry/ RCC walls for weep holes complete all as per drawings and as specified at site.110 mm dia UPVC Pipes. |
| 129 | Providing and fixing in position Stainless steel grade 304 plate-1.0 mm thick as per design for expansion joints.200 mm wide.Rate to include: all materials, labour, fittings, scaffolding, fixing, and finishing complete. |
| 130 | Providing and fixing factory-made FRP chajjas of minimum 4 mm thickness manufactured by RTM process using unsaturated polyester resin conforming to IS: 6746 and reinforced with fiberglass chopped strand mat (CSM) conforming to IS: 11551, forming a void-free single-piece laminate with smooth curvature for proper drainage or equivalent approved FRP system meeting performance requirements. The chajja shall be reinforced with MS flats 50×2 mm (2 vertical + 1 horizontal), minimum Fe 250 grade, duly anti-corrosion treated (zinc coating/2 coats synthetic enamel paint), with preformed 12 mm dia holes for anchorage. Fixing shall be done by embedding flanges (minimum 50 mm depth) into wall using non-shrink cement grout / approved chemical anchor, complete with sealing, alignment, and finishing. Top surface shall have UV-resistant gel coat for durability against sunlight, weather, and temperature variations.Note :- Measurement: Plan area of chajja only (excluding flanges), in sqm.Rate to include: all materials, labour, fittings, scaffolding, fixing, and finishing complete. |
| 131 | Providing, supplying and fixing hollow metal flush steel doors 40 mm thick of approved make consisting of door frame and shutters and all hardware fittings, frame made out of 14g thick G.I sheets and shutters made of 16g thick sheets, hollow portion filled with puff, including necessarystiffeners in shutters and frame, vision panel of specified size with 4 mm glass and clip on pressed steel frame for vision panels, fixing 4 nos heavy duty stainless steel 304 grade ball bearing, fire tested stainless steel butt hinges of size 100 x 75 x 3.00 mm (heavy weight) of approved make with suitable stainless steel screws, mortise / dead lock of approved make, a pair of 200 mm long stainless steel handles, 250 mm long stainless steel tower bolt, etc. frame hollow portion filled with PCC 1:2:4/cement grout, necessary hold fast embedded in concrete, fixing in concrete with anchor fasteners. finished with Polyurethane painting of approved colour complete all as per drawings and specifications and as directed by the Engineer-in-charge |
| 132 | Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer of approved make with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts complete as per specifications and as directed by the Engineer-in-charge |
| 133 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm andbraced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles,including applying a priming coat of approved steel primer. Opening area shall be meaured for payment. The rate shall include fixing to an MS perimeter frame of suitable section anchored to the existing RCC opening with approved anchor fasteners, complete in all respects. |
| 134 | Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brandand manufacture to give an even shade over a primer coat. Including preparation of the surfaces,scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 135 | Providing and fixing precoated galvanised iron profile sheets {size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontaV vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 136 | Providing and constructing Random Rubble masonry using approved Rubble stone in super structure (above plinth) in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing above ground level / plinth level and up to and including 20 m height including scaffolding, curing etc. complete as per drawings and specifications. |
| 137 | Providing and applying white cement, polymer based, self curing putty, over concrete or Plastered surface up to 3 mm thick or as per manufacturer's recommendation to get uniform surface free from undulation including cleaning complete all as directed by the Engineer-in-charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysAug 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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