Tender For Combined Station Works For Installation Of Pressure And Temperature Transmitter And Hydrocarbon Detectors At Dumrao Rcp Station Under Bkpl Pump Station
Tender Value
15.68 Lakhs
Estimated cost
Bid Submission
07 Sep 2026
12 days left
EMD
Ref. Documents
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
Buxar → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Combined Station Works For Installation Of Pressure And Temperature Transmitter And Hydrocarbon Detectors At Dumrao Rcp Station Under Bkpl Pump Station
BOQ
| Sl. No. | Item Description |
| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | Supply for Fittings and Cable |
| 3 | Supply of 12\\" x 2\\" X 600# Weld-O-let |
| 4 | Supply of ASTM A106 Gr.B Pipe: 2.375\\" ODx 0.218\\" WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 5 | Supply of 2\\"x ANSI 600# HOV F/F API 6D Ball Valve |
| 6 | 2\\" WNRF 600# Flange |
| 7 | Fasteners for Flanges 2\\" x 600# (0.625\\" Dia. X 4.75\\" Length), (stud with two washers & hex nuts) |
| 8 | Spiral Wound Metallic Gaskets: 2\\" SWMG ANSI 600# |
| 9 | Concentric Reducer: 2\\"x1\\" x Concentric Reducerx 600# |
| 10 | For NON COASTAL APPLICATION: Fitting, Bushing, 25.4 MM X 12.7 MM NPT(F), Material: Carbon Steel, Manufacturing Process: Forged, Material Specification: A105, End Finish: Threaded, conform to ANSI 16.11 [ SAP code 4323020064] |
| 11 | TRIAD CABLE - Size:1 TriadX1.5 sqmm [ SAP Code: 7780740534] |
| 12 | Signal Cable: SIZE: 2P X1.5 SQMM [SAP CODE:7780560664] |
| 13 | Services: Installation of Fittings and Cable Laying |
| 14 | Mobilization charges for movement of manpower & machinery in all respect. |
| 15 | Fabrication and erection of piping as proposed including cutting, edge preparation, lining up and welding in all respect as per drawings, Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges, equipment and valves etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning by compressed air, NDT & hydrostatic testing of each section to the specified pressure, providing all inputs such as labour, materials equipment and consumable necessary to perform the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. |
| 16 | Pipelne-tapping Work: making hole in running mainline with all inputs such as labour, materials equipment and consumable necessary to perform the work in all respects. |
| 17 | Cutting/ dismantling of RCC, PCC roads, paver blocks etc required for completion of work and restoration of area after completion of work with all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. |
| 18 | Excavation over areas: In all respect & in all kinds of soil for expose of Pipeline for making tapping work and restoration of area after completion of work with all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. |
| 19 | CABLE TRENCH: Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres including shoring, strutting etc. (if necessary), backfilling the trench with excavated earth, as directed by Site Engineer, including all labour and materials complete as per drawings, specification and directions of Site Engineer. |
| 20 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 21 | Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] |
| 22 | Laying of armoured / unarmoured cables in trenches, in cable racks, in trays, in protective pipes, poles, columns, in conduits, in panels, in buildings, walls, ceilings, and on structures etc.; including the supply and installation of all required materials such as fixing clamps, screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect,as per specifications,drawings and directions of the SiteEngineer, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths |
| 23 | Composite Fittings : |
| 24 | INSTALLATION OF REMOTE SEAL PT: Installation, assistance in testing and commissioning of Remote Seal Pressure Transmitter (RSPT) as per the directions of Engineer in-charge/ Site engineer and drawings. |
| 25 | INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of Surface Mounted temperature elements/temperature transmitter (TT) by by welding the weld pad on the surface of the pipe, silicon paste as per the directions of engineer in-charge/site engineer and drawings. |
| 26 | Installation of Infrared Hydrocarbon detectors (point type / open pathtype), terminating the cables at field and control panel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting structure, cement concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications. |
| 27 | PU /liquid epoxy Coating of under ground piping: Cleaning exposed steel surfaces of piping, equipment and valves etc. by abrasive blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC. |
| 28 | GI CONDUITS - Supply, erection and installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (already made) on walls, concrete structures etc.; including the supply and installation of all the necessary pipe fittings such asbends, sockets, elbows, tees, etc. bending, threading, binding,clamping, providing spacers, plugs, packings, bushing etc. as required for laying of cables, in roads, station pipe crossings, building entry, cable rising up to the equipment etc. as per the drawings, specifications and directions of Site Engineer/ Engineer-in-charge, including the cost of all labour, tools & tackles, Materials etc. complete in all respects: Size 50 mm |
| 29 | SAND SUPPLY & FILLING : Supplying and spreading of approved quality,fine, dry /river sand in cable trenches as per drawings, specifi- cations and directions of the Site Engineer, including the cost of all material, transport, load and lift charges, labour,tools etc. complete in all respects. |
| 30 | BRICK SOLING : Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable trenches for protection; as per drawings, specification and direction of the Site Engineer including the cost of all brick,sand and other materials,tools,labour, load and lift charges etc.complete in all respects. |
| 31 | Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commercial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., fabrication and erection of saddle supports and other type of supports for pipes manifolds and valves, fabrication and erection of platforms walkways, stairways etc., sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. |
| 32 | Composite Civil Works for Room Construction |
| 33 | Excavation:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sides of foundation trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area limits, in layers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.In all kinds of soil |
| 34 | Brick Soling:Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 35 | PCC:Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer:1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 36 | RCC(Footing):Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, staircases, chajja,lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including providing centering, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Payment for Reinforcement shall be made as per relevant item of SOR).All work up to plinth level |
| 37 | RCC(Coloumn):Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, staircases, chajja,lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including providing centering, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Payment for Reinforcement shall be made as per relevant item of SOR). In superstructure at all floors up to floor five level |
| 38 | RCC( Plinth Beam):Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, staircases, chajja,lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including providing centering, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Payment for Reinforcement shall be made as per relevant item of SOR). In superstructure at all floors up to floor five level |
| 39 | RCC Roof Slab:Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, staircases, chajja,lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including providing centering, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Payment for Reinforcement shall be made as per relevant item of SOR). In superstructure at all floors up to floor five level, |
| 40 | Reinforcement( Footing):Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 41 | Reinforcement( Super Structure):Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 42 | Brick Work:Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 43 | Plaster:CEMENT PLASTER (IN COARSE SAND) :1:6 (1 cement : 6 coarse sand) |
| 44 | Painting(Inside):Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 45 | Painting(Outside):Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 46 | Backfilling(Available Earth)::Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, all works up to any lead and lift |
| 47 | Backfilling(Local Earth):BackFilling ( with Earth):Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, with all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 48 | Earth Filling:Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, with all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 49 | Brick Soling(Flooring):Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 50 | PCC Flooring:40 mm thick cement concrete Flooring with P.C.C. of grade mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete : |
| 51 | Plinth Protection:Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 52 | DPC:Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] laid to proper level & line including providing shuttering & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 53 | PCC Gola:Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. |
| 54 | Neat Punning:Neat cement punning. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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