Tender For Construction Installation & Commissioning Of Stp Plantcapacity 200 Kld Including Trail Run Of 03 Months Operation And Maintenance Of 12 Months At Bn Hq Shikar Dbn Under Shq Bsf Gurdaspur
Tender Value
1.52 Crore
Estimated cost
Bid Submission
11 Aug 2026
10 days left
EMD
3.04 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
Gurdaspur → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Installation & Commissioning Of Stp Plantcapacity 200 Kld Including Trail Run Of 03 Months Operation And Maintenance Of 12 Months At Bn Hq Shikar Dbn Under Shq Bsf Gurdaspur
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock |
| 2 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. Ordinary or hard rock |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm 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. |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 16 | 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 1:4 (1 cement : 4 coarse sand) |
| 17 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 18 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : Float glass panes 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). |
| 19 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- in-Charge. |
| 20 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 21 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing.30 mm thick plain PVC door shutters |
| 22 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. |
| 23 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 24 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 25 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 26 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Double vitrified tile polished finished of size Size of Tile 600x600 mm |
| 27 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 600x600 mm |
| 28 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Double vitrified tile polished finished of size Size of Tile 600x600 mm |
| 29 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 30 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 31 | 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) |
| 32 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 33 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 34 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete |
| 35 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe |
| 36 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 37 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 38 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar |
| 39 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter |
| 40 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 41 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 42 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of :(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) including applying of twice ( at base and top of mortar ) cement slurry @ 2.2kg/m2 (each time) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound.(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.Using rough kota stone |
| 43 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :Using rough Kota stone |
| 44 | Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Kickers (320 mm wide, 5 mm thick) |
| 45 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. 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 polymer mixed slurry. |
| 46 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 47 | Bar Screen: - Supplying, Installing, testing and commissioning of SS 304 Pre fabricated Bar Screen shall be provided in Bar Screen Chamber works, so as to exclude the large sized particles with associated set of guide angles in SS flat of 10mm screen kept inclined at 45 degree to the horizontal at 40 mm c/c with one on. |
| 48 | Anoxic Mixer with Recirculation Pump : Supply, installation, testing & commissioning of Anoxic mixer with Recirculation pump with Gear box with motor 2 set (1 W + 1 S )for Anoxic Process is used for the Nitrate to Nitrogen gas Removal. Motor capacity 3 HP and Pump capacity 15cum/hr Head 12 mtr |
| 49 | Coarse Aeration Grid: Supply and fixing of lateral & header type stainless steel 304 (SS) Air grid and coarse bubble diffuser provide in Equalization tank and sludge holding tank for supply of designed air to keep suspended solid in suspension / homogeneous odorless state and avoid septic condition.MOC : SS304 |
| 50 | Fine Aeration Grid: Supplying and fixing of Lateral & header type SS 304 Air grid and fine bubble diffuser provide in MBBR Tank 1&2 . MOC : SS304 |
| 51 | Coarse Bubble Diffusers: Supply, installation, Testing & commissioning consisting of course bubble diffuser made of silicon with necessary orifices ss pipe with removable defector to provide clog free oxygen for EQT Tank. Size 150 mm Dai , MOC EPDM |
| 52 | Fine Pore Diffusers: Supply, installation, Testing & commissioning consisting of fine pore diffuser with EPDM membranes, SS- 304 piping & SS fitting, Nylon rope braided hose with all accessories to make it retrievable and to provide clog free oxygen for bio-reactor, Aeration tank. Size 900mm : 63mm Dia Length |
| 53 | Air Blowers:- Supplying, installing, testing and commissioning of Twin Lobe design type air blower complete with motors, pulleys, rigid one piece CI casing and side plates, silencer, base plate, anti- friction bearings, rotary oil sealing having horizontal configuration. Cap. 250 m3/hr pressure : 0.4kg/cm2 |
| 54 | Dry run protection. MBBR Media Supply, installation, testing & commissioning of suspended /floating MBBR Reactor media as per technical specifications with PVC /PP material of construction with max. operating temperature of 55 C. Type:- RBM MOC : Virgin PP With 4 V Stabilize Specific surface – 160.0 Sqm / Cum or as Required Protected surface Area :- 102.4 Sqm / Cum as or Required |
| 55 | Tube Settler Media :-Supply , installation ,testing & commissioning of PVC Tube Dee Media with hexagonal chevron shape laid at 60 degree slope with a settling area of 6.25 m2 per cum in tongue & groove fitting arrangement for separation of bio-solids & supernatant liquid MOC :- Virgin PVC 4U Stabilize |
| 56 | CHLORINE DOSER: Supply, installation, testing and commissioning of on line automatic electronic sodium hypo dosing unit with automatically operated dosing pump etc tank capacity 500 Liters HDPE . The unit shall comprise of the following:Min. Actuating Pressure : 0.3 kg/sq.cmMax. Working Pressure : 0.5 kg/sq.cmMax. Temperature : 50CDosing flow range : 1-12 lphHead : 5-10 mtr |
| 57 | PRESSURE SAND FILTER: Supply, installation, testing and commissioning of pressure sand pressure filter for filtration of treated sewage water. The filter shall be suitable for 37-50 cum/hr flow rate and designed to operate for 20 hours and to handle sewage water. The Filter shall be designed for a surface loading of 22 m3/M2 hr ,The filtration unit shall comply with the following technical requirements: Painting external – one coat of red oxide primer and above that finish paint. Painting internal- Two coats of bituminous anti corrosive paint The filtration unit shall comply with the following technical requirements:DAI 1800mm : 1000mm x HOSMOC : MSEPCell Thick : 6mmDish : 8mmBack wash duration –Once in 20 hours for 20minFlow rate : 12 cum/hrFiltering media: pebbles , gravels ,silica sand & fine sandsilica sand & fine sand |
| 58 | ACTIVATED CARBON FILTER:Supply, installation, testing and commissioning of activated carbon filter for filtration of treated sewage water. The filter shall be suitable for 37-50 cum/hr flow rate and designed to operate for 20 hours and to handle sewage water. The Filter shall be designed for a surface loading of 22 m3/M2 hrThe filtration unit shall comply with the following technical requirements: The filtration unit shall comply with the following technical requirements Back wash duration –Once in 20 hours for 20min: Painting internal-Two coats of bituminous anti corrosive paint Painting external – one coat of red oxide primer and above that finish paint.DAI 1800mm : 1000mm x HOSMOC : MSEPCell Thick : 6mmDish : 8mmBack wash duration –Once in 20 hours for 20minFlow rate : 12 cum/hrFiltering media: Pebbles , activated carbon |
| 59 | Filter Press: supply, installation, testing and commissioning of Hydraulic type filter pressSize : 600mm x 600 mmPlate - 1 Set : 14 No Filter with cloth |
| 60 | Screw Pump: Supply, installation, testing and commissioning of Sludge Feed Pumps Screw type Complete with all fittings & accessories. Including foundation and foundation bolts.( 2Nos.- 1W+1S)Capacity : 3.5 M3/HHead : 40mtrMOC : Cl |
| 61 | UV : Supply installation, testing and commissioning for UV system suitable capacity of 200 KLD STPMOC : SS-316Capacity : 12 M3/hr |
| 62 | STP Plant Piping : Supply, installation, testing and commissioning shall consist of interconnecting piping elbow flange union nipple socket valve ( butterfly valve , football, gate valve NRV) within the battery limit of the sewage treatment plantMOC : MSEP B Class |
| 63 | FLOW METER : Supply installation, testing and commissioning for Flow meter suitable size 80 mm |
| 64 | AIR FLOW METER: Supply installation, testing and commissioning for Air meter suitable size 80 mm |
| 65 | PH METER : Supply installation, testing and commissioning for PH meter |
| 66 | Anoxic Tank :- Fabrication of Anoxic Tank Minimum Capacity of 10 m3 MOC – MSEP Sheet Thickness 6 mm |
| 67 | MBBR Tank :- Fabrication of MBBR Tank Minimum Capacity of 40 m3 MOC – MSEP Sheet Thickness 6 mm |
| 68 | Secondary Setting Tank :- Fabrication of Secondary Setting Tank Minimum Capacity of 40 m3 MOC – MSEP Sheet Thickness 6 mm |
| 69 | Chlorine Contact Tank :- Fabrication of Chlorine Contact Tank Minimum Capacity of 20 m3 MOC – MSEP Sheet Thickness 6 mm |
| 70 | Annual Operation and Maintenance Contract for 365 days after completion of trial run of 90 days / date of completion which ever is later at BN HQ Shikar DBN under SHQ GurdaspurA)Operation and maintenance of the Sewage Treatment Plant for a period of 365 days during the defect liability period including providing and deploying all required supervisory and technical staff and required labour, disposal of sludge, screening, grit etc. & providing required consumables and conducting all required tests on effluent and keeping log of the discharge of the pump complete as per the direction of Engineer-in- Charge.Electricity upto panel and electricity will be provided free of cost. Diesel for generator will be provided by the department (The rates shall be all inclusive and nothing extra on any account shall be payable).The above work also includes a) All minor/ major items which may not have been mentioned above but are essential to achieve final out put quality of water.Treated Sewage Quality shall meet standards for treated sewage standards as per latest norms laid by Punjab Pollution Control Board.b) Rates are inclusive of operation of STP for 365 days during the defect liability period. The 365 days shall be reckoned from the date of successful completion of trial run of 90 days/ date of completion, whichever is later. Desired Treated Sewage characteristics:Parameters Permissible limits by PCBpH - 6.5 – 9.0TSS mg/l < 10BOD mg/l < 10COD mg/l < 50Fecal Coliform MPN/100 ml < 100B)Service Personnel is required to pay one visit per monthC)No extra payment will be made for any additional visit by service personnel. |
| 71 | Electrical schedule (sl no. 71- 85)Supplying, Installation, Testing & Commissioning of Sewerage Treatment Plant with capacity of 200 KLD based on Moving Bed Bio Reactor ( MBBR) Technology at BN HQ DBN SHIKAR under SHQ BSF GSP.Design Basin (Raw Sewage)BOD : 300 mg/LtCOD : 450 mg/LtTSS : 250 mg/LtOil & Grease : 50mg/LtTreated Water with SofteningBOD <10 mg/LtCOD <50 mg/LtTSS <10mg/LtOil & Grease <10 mg/Lt |
| 72 | Raw Sewage Pumps:- Supply, installation, testing & commissioning of non- clog free flow open impeller type Submersible Sewage Pumps having CI casing & CI / Bronz impeller suitable operation on 415 volts 3 phase 50 Hz A.C supply speed 2900 RPM synchronous speed complete with MS galvanized lifting chain complete for each pump with required accessories, pressure gauge valve fitting as per specification below :fitting as per specification below :Pumps 2 Nos (1 W + 1 S )Solid handling : 20mmMake : Krilosker / KSBFlow rate : 10 m3 /hrHead : 12-14 meter |
| 73 | Sludge Pump: supply , installation, testing and commissioning of non clogging mono block centrifugal sludge transfer pump (2 nos 1 working & 1 standby)to transfer sludge from tube settler to fab reactor for seeding only and balance to sludge holding tank and filter press for complete with all accessories motor of following capacity delivery header with isolation valve , pressure gauge on delivery line with isolation cock level controller with wiring to control the level of sump automatically. pump shall have following duty etc as required ( Make Kirloskar / KSB) Solid Handling cap. 20 mm Flow rate-2.5 m3/hr each head–12-14 m |
| 74 | Filter Feed Pump: Supply, installation, Testing & commissioning of Filter feed pump (2 No’s, 1- working, 1- standby) consisting of centrifuge non submersible type, to feed tertiary treatment process through multi-grade filter, activated carbon filter followed by Chlorination system. The pump shall be coupled to the adequate HP electrical motor mounted on common base frame. The pump shall be suitable for following requirement: (Make: Kirloskar/ Crompton/KSB Capacity : 12 m3/Hr ,Head 30 meter ) |
| 75 | Electrical Control Panel : (auto manual operating system) supply fixing testing & commissioning of cubic indoor floor mounted / type made of sheet steel clad dust and vermin proof coated Incomer 150 AMP lit switch board with IP 42 protection suitable for 440 V 3 PH 4 wire 50 Hz supply system complete with cable alleys bus bars solid interconnection b/w switch gear cable termination box painting ETC. and required with switch gear accessories panel shall be fabricated out of CRCA not less than 2mm thick of loaf bearing members and 1.6 mm for doors of LT panel |
| 76 | Copper Cabling: - Copper Flexible cabling Connecting to various Equipment of the STP Including cast of cable tray cable, cable tie, gland etc req. size of the cable as per site condition. |
| 77 | Treated Water Transfer PUMP:- Supplying, installing, testing and commissioning of filter feed pump Consisting of 2 Nos. horizontal centrifugal Mono block type Treated Water Transfer pumps (one working + one standby)Make : Kriloskar / KSB Flow Rate : 12 cum/hr Head : 30 mtr |
| 78 | Providing and fixing following rating and breaking capacity Triple Pole 415 V MCCB with thermomagnetic release (With Thermal Magnetic Trip Unit (TMD) with terminal spreaders link in new cubicle panel including drilling holes in cubicle panel, making connections, interconnection with busbar spreader links etc. as required. of approved make by engg in-charge.(A) 125 Amp/415V, breaking capacity 25 KA |
| 79 | Providing and fixing following rating and breaking capacity Triple Pole 415 V MCCB with thermomagnetic release (With Thermal Magnetic Trip Unit (TMD) with terminal spreaders link in new cubicle panel including drilling holes in cubicle panel, making connections, interconnection with busbar spreader links etc. as required. of approved make by engg in-charge.(A) 63 Amp/415V, breaking capacity 25 KA Make Schneider |
| 80 | Providing and fixing following rating and breaking capacity Triple Pole 415 V MCCB with thermomagnetic release (With Thermal Magnetic Trip Unit (TMD) with terminal spreaders link in new cubicle panel including drilling holes in cubicle panel, making connections, interconnection with busbar spreader links etc. as required. of approved make by engg in-charge.(A) 40 Amp/415V, breaking capacity 25 KA Make Schneider |
| 81 | SITC of various sizes water protected outdoor (Water proof) hut type compartmentalized type double door cubical panel both side opening having depth up to 450 mm suitable for 415 Volt, 3 phases, 50 Hz made out of 2mm thick CRCA sheet with required hardware duly painted with powder coated .Panel having separate detachable gland plate, angle iron base frame made out of 50mmx50mmx5mm angle iron of suitable size of the feeder pillar (minimum height 60cm), hinged door, both side opening with locking arrangement, earth bar/stud, led pilot light for phase indicator (R,Y,B) on top, 400A/415V 4 strip aluminum bus bar duly PVC sleeved, connection inter–connection with 25% extra current carrying capacity of MCCBs and solid copper conductor cable 10 sqmm/ solid aluminium rod for MCBs (approved by Engg in charge) for incoming/Outgoing cables, links for spare MCCBs, heavy duty connectors/ terminals for three and single phase cable connections for MCCBs where as required and marking of location for incoming and out going distribution i/c grouting the legs in existing floor with 1:3:6 cement concrete foundation and dsimantling the existing panel, incoming/outgoing cable connections etc complete as required i/c dismentling the existing feeder pillar and UG cable. (Panel should be as per design & drawing approved by Engg in charge).LED light min 5 watt with on/off switch to be provided in the panel. |
| 82 | Supplying and laying of one number 3.5 x 35 sqmm armoured PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. |
| 83 | Supplying and laying of one number 3.5 x 120 sqmm armoured PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. |
| 84 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mmdia including accessories, and providing masonryenclosure with cover plate having lockingarrangement and watering pipe etc. with charcoal/coke and salt as required. |
| 85 | Supplying and laying 6 SWG G.I. wire at 0.50 Meterbelow ground level for conductor earth electrode,including connection/ termination with GI thimble etc.as required. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysAug 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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