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| 1 | Construction work of Rain water Harvesting and Sewar Line for District Hospital Male at Akbarpur District-Kanpur Dehat (U.P.) |
| 2 | DRAINAGE SYSTEMEarth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil0.00 - 1.50m depth |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars |
| 6 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 7 | 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. |
| 8 | SEWERAGE SYSTEMProviding and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50 m x2.00 m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil0.00 - 1.50m depth |
| 10 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil0.15 - 3.00m depth |
| 11 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). (a) Depth not exceeding 1.5 m |
| 12 | (b) Depth exceeding 1.5 m but not exceeding 3 m |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 14 | 250mm dia RCC PipesProviding and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (a) |
| 15 | (b) 300mm dia RCC Pipes |
| 16 | Constructing brick masonry circular type manhole 0.91 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 mix (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 : 0.91 m deep with S.F.R.C. 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 |
| 17 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 18 | Constructing brick masonry circular manhole 1.22 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 :1.68 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 |
| 19 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 20 | 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 |
| 21 | 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 |
| 22 | 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 20 mm diameter round bar |
| 23 | 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. |
| 24 | RAIN WATER HARVESTING (02 NOS.)Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soil300 mm dia |
| 25 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia |
| 26 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia |
| 27 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge |
| 28 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil |
| 29 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 30 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) |
| 31 | 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) |
| 32 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) |
| 33 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 34 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 35 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. |
| 36 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. |
| 37 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 38 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. |
| 39 | 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. |
| 40 | Supply, installation, testing & commissioning of bar screen having opening as per design & suitable lifting arrangements as required. Manually operated bar screening set that shall be provided in front of the inlet, so as exclude the large size particles. MOC- SS 304: Make: Emerging Enviro-Tech Solution & Services Pvt. Ltd. |
| 41 | Drain pipe for RWHEarth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil |
| 42 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (a) 100 mm nominal dia Pipes |
| 43 | (b) 150 mm nominal dia Pipes |
| 44 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 45 | 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. |
| 46 | 50 KLD ETP & COLLECTION TANK CIVIL & MSEarth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All type of soil - |
| 47 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:3:6 (1 Cement: 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size. |
| 48 | Form Work (Centering & Shuttering including Strutting, Propping etc. and removal of form.) Foundation, Footing and Bases of Column |
| 49 | Walls (any thickness), including attached Plasters, butteresses, plinth and string courses etc. |
| 50 | Slab ( any thickness), including attached Plasters, butteresses etc. |
| 51 | Steel Reinforcement for RCC Work including Straightning, cuttung, bending, placing in position & binding all Complete Mild Steel & Medium Tensile Steel Bars |
| 52 | 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: All work upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg/ cum |
| 53 | All work above plinth levelConcrete of M30 grade with minimum cement content of 350 kg/ cum |
| 54 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5: 2 (5 parts integral crystalline slurry: 2 parts water) for vertical surfaces and 3: 1 (3 parts integral crystalline slurry: 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. (a) For vertical surface two coats @ 0.70 kg per sqm per coat sqm |
| 55 | (b) For horizontal surface one coat @1.10 kg per sqm. |
| 56 | Providing, fabricating, assembling, welding, testing and painting of a Mild Steel (MS) tank for the ETP plant as per approved drawings and specifications, including supplying MS sheets of 5 mm thickness for outer walls and 4 mm thickness for inner walls, baffles and partitions, cutting, bending and forming the sheets to required dimensions, and providing all openings, nozzles, stiffeners and supports. The work includes fabrication of a base frame using MS Channels (ISMC of required size) along with MS Angle supports and bracings for proper structural strength, complete cutting, alignment and continuous welding of all members using MIG/ARC welding, grinding of welds, leak testing through water-fill and rectification wherever necessary. All surfaces shall be cleaned thoroughly and given one coat of Red Oxide Zinc Chromate Primer followed by two coats of Blue Epoxy Paint applied on both the interior and exterior surfaces of the tank including all weld joints, channels and angle supports. The item includes the cost of all materials such as MS sheets, channels, angles, welding consumables, paint, tools and tackles, labour, transportation, loading/unloading and complete installation at site, finished in all respects as directed by the Engineer-in-Charge. |
| 57 | 550 KLD STP CIVILEarth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All type of soil - |
| 58 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:3:6 (1 Cement: 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size. |
| 59 | Form Work (Centering & Shuttering including Strutting, Propping etc. and removal of form.) Foundation, Footing and Bases of Column |
| 60 | Walls (any thickness), including attached Plasters, butteresses, plinth and string courses etc. |
| 61 | Slab ( any thickness), including attached Plasters, butteresses etc. |
| 62 | Steel Reinforcement for RCC Work including Straightning, cuttung, bending, placing in position & binding all Complete Mild Steel & Medium Tensile Steel Bars |
| 63 | 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:All work upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg/ cum |
| 64 | All work above plinth levelConcrete of M 30 grade with minimum cement content of 350 kg/ cum |
| 65 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5: 2 (5 parts integral crystalline slurry: 2 parts water) for vertical surfaces and 3: 1 (3 parts integral crystalline slurry: 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge.(a) For vertical surface two coats @ 0.70 kg per sqm per coat sqm |
| 66 | (b) For horizontal surface one coat @1.10 kg per sqm. |
| 67 | 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) |
| 68 | Cement Plaster 1:3 ( 1 cement : 3 Coarse Sand) finished with a floating coat of neat cement.: 12mm cement plaster |
| 69 | ELECTRO MECHANICAL COST OF ETP 50 KLDBAR SCREEN: Supply & Installation of 02 No. manually operated bar screen that shall be provided in front of the inlet, to exclude the larger size suspended particles to avoid any chocking.QTY.: 02 Nos. (01 Coarse + 01 Fine)MOC: SS 304Manufactured by: Emerging Enviro-TechLocation: Bar Screen Chamber |
| 70 | SUBMERSIBLE SEWAGE PUMP: Supply & Installation of non-clog type submersible sewage pump for collection tanks sewage lifting to the compact STP plant.Solid Handling Cap.: 20 mm,Head: 10-15 mMake: Kirloskar or equivalentFlow Rate (each): 2.1 Cum/ hr |
| 71 | SLUDGE TRANSFER CUM RECIRCULATION PUMP: Supply, Installation of sludge transfer cum recirculation pump for sludge transfer as well as for its recirculation to aeration tank.Solid Handling Cap.: 08-10 mmFlow Rate: 1.0 Cum/ hr;Head: 8-10 mMake: Kirloskar or equivalent |
| 72 | AIR DIFFUSION SYSTEM: Supply & Installation of the non-clog type air diffusion system capable of handling desired cfm of air. The air diffusion system shall be provided in the plant for aeration as per requirement. The air diffusion system shall include the following items -AIR BLOWER: Supply & Installation of 02 Nos. (01W + 01S) twin type rotary air blower of suitable flow rate that capable of delivering of free air.Flow rate (each): 60.0 Cum/ hrDiff. Pressure: 0.40 kg/cm2 Make: A1/ Mech or Equivalent |
| 73 | ELECTRIC MOTOR: Supply & installation of electric motor of suitable capacity & RPM to operate the air blower through V belt. Make: Crompton |
| 74 | NON-CLOG TYPE AIR DISPERSION: Supply & Installation of air dispersion system that capable of handling 3-5 cfm of air with oxygen transfer efficiency of 3-4% per meter water depth. Air dispersion system will be as follows:FINE AIR GRID: Supply & Installation of cPVC pipes & fittings submersed in water to make it retrievable & to provide clog-free oxygen for the MBBR tank.MOC: cPVCMake: Astral/ Ashirwad or equivalent |
| 75 | COARSE AIR GRID: Supply & Installation of cPVC pipes & fittings submersed in water to make it retrievable & to provide clog-free oxygen for the MBBR tanks provide clog-free oxygen for equalization tank and sludge holding tanks. MOC: cPVCMake: Astral/ Ashirwad or equivalent |
| 76 | FINE AIR DIFFUSER: Supply & Installation of fine air bubble diffuser that shall consist of EPDM membrane. Type: Tubular EPDM membrane diffuserMake: Biotech India or equivalent |
| 77 | COARSE AIR DIFFUSER: Supply & Installation of coarse air diffuser to complete the aeration system in all respect.Type: Disc TypeMake: Biotech India or equivalent |
| 78 | ALL PIPING & FITTINGs: Supply & Installation of piping & fittings such as tees, sockets, elbows, reducers, supports, clamps & flanges, valves to make the plant complete in all respect as per following specifications-PVC Flexible Breaded Hose Pipe: Supply & Installation of suction piping for raw sewage transfer pump to list the sewage from equalization to MBBR Tanks.“T” System: Supply & Installation of PVC T system assembly to make the flow as baffle way in the STP tanks. Make: Astral/ Ashirvad or equivalent.MS Epoxy Coated (Class B): Supply & Installation of air grid piping (non-submerged) Make- Jindal/ Prakash/ Surya or equivalent. |
| 79 | FILTER FEED PUMP: Supply & Installation of centrifugal filter feed pump including non-return valve and isolation valve on suction & delivery sides as required, including suction and delivery headers complete in all respects. Flow Rate (each): 2.5 Cum/ hrHead: up to 30mMake: Kirloskar or equivalent |
| 80 | MULTI GRADE FILTER (MGF): Supply & Installation of vertical floor mounted MS epoxy painted Multi-Grade Filter of suitable size for required flow and head, provided with an inlet distributor along with frontal piping & valves, back wash system & filter media etc. complete with standard fittings.Flow Rate: 14 m3/m2/ hr MOC: MSEPDia.: 500mmFilter Media: Pebbles, Gravels, Coarse sand & Fine sand media. |
| 81 | ACTIVATED CARBON FILTER (ACF): Supply & Installation of vertical floor mounted MS type epoxy coated activated carbon filter of suitable size for required flow and head, provided with an inlet distributor along with frontal piping & valves, back wash system & activated carbon complete with standard fittings.Flow Rate: 12 m3/m2/ hr MOC: MSEPDia.: 500mmFiltration Media: Activated Carbon |
| 82 | DOZING SYSTEM: Supply & installation of electronic metering type diaphragm, constant flow dozing pump complete with all the accessories like tubing, connectors, non-return valve and dozing tank.Flow Rate: 0- 6 LPHMake: Initiative/ Asia LMI/ E-dose or Equivalent |
| 83 | MBBR MEDIA: Supply & Installation of circular random floating type media to increase the surface area of the tank and provide the platform to the bacteria for attached growth process.The specifications are as follows - Specific Gravity: 0.93 – 0.95Make: Biotech India or equivalentMOC: PP |
| 84 | ELECTRICAL CONTROL PANEL: Supply & installation of manually operated Electrical Control Panel suitable for 415 V, 3 Phase, 4 wire, 50Hz, wall/ floor mounting type. The board includes removable gland plates, cable glands, including connection with outgoing feeders complete in all respect. The outgoings from the panel shall be suitable for all equipment’s, various pumps, blowers with suitable capacity star delta/ DOL starters, ventilation.Switchgears & Accessories: Make: ABB/ Schneider/ Siemens/ L&T/ Sulzar/ Anchor/ GIC or Equivalent |
| 85 | CABLING: Supply & installation of shall consist of interconnecting flexible cable including conduiting pipe, gland, lugs, connect to the panel within the battery limit of the sewage treatment plant.Make: Polycab/ Havells/ KEI/ RR Kabel or equivalent |
| 86 | BIOCULTURE GROWTH: Supply & inoculation of activated culture to grow the aerobic bacteria in the aeration tank to maintain the required MLSS for the proper treatment of the waste water. |
| 87 | DESIGN & DRAWING: Providing of design & drawing of Civil and Electro-mechanical system of 30 KLD STP plant to make it operational as per standards/ norms. |
| 88 | TESTING & COMMISSIONING: Charges for testing & commissioning of sewage treatment plant. |
| 89 | ELECTRO MECHANICAL COST OF STP 550 KLDBAR SCREEN: Supply & Installation of 02 No. manually operated bar screen that shall be provided in front of the inlet, to exclude the larger size suspended particles to avoid any chocking.QTY.: 02 Nos. (01 Coarse + 01 Fine)MOC: SS 304Manufactured by: Emerging Enviro-TechLocation: Bar Screen Chamber |
| 90 | SUBMERSIBLE SEWAGE PUMP: Supply & Installation of non-clog type submersible sewage pump for collection tanks sewage lifting to the compact STP plant.Solid Handling Cap.: 20 mm,Head: 10-15 mMake: Kirloskar or equivalentFlow Rate (each) : 37.5 Cum/ hr |
| 91 | SLUDGE TRANSFER CUM RECIRCULATION PUMP: Supply, Installation of sludge transfer cum recirculation pump for sludge transfer as well as for its recirculation to aeration tank.Solid Handling Cap.: 08-10 mmFlow Rate: 10.0 Cum/ hr;Head: 8-10 mMake: Kirloskar or equivalent |
| 92 | AIR DIFFUSION SYSTEM: Supply & Installation of the non-clog type air diffusion system capable of handling desired cfm of air. The air diffusion system shall be provided in the plant for aeration as per requirement. The air diffusion system shall include the following items -AIR BLOWER: Supply & Installation of 02 Nos. (01W + 01S) twin type rotary air blower of suitable flow rate that capable of delivering of free air.Flow rate (each): 510.0 Cum/ hrDiff. Pressure: 0.65 kg/cm2 Make: A1/ Mech or Equivalent |
| 93 | ELECTRIC MOTOR: Supply & installation of electric motor of suitable capacity & RPM to operate the air blower through V belt. Make: Crompton |
| 94 | NON-CLOG TYPE AIR DISPERSION: Supply & Installation of air dispersion system that capable of handling 3-5 cfm of air with oxygen transfer efficiency of 3-4% per meter water depth. Air dispersion system will be as follows:FINE AIR GRID: Supply & Installation of cPVC pipes & fittings submersed in water to make it retrievable & to provide clog-free oxygen for the MBBR tank.MOC: cPVCMake: Astral/ Ashirwad or equivalent |
| 95 | COARSE AIR GRID: Supply & Installation of cPVC pipes & fittings submersed in water to make it retrievable & to provide clog-free oxygen for the MBBR tanks provide clog-free oxygen for equalization tank and sludge holding tanks. MOC: cPVCMake: Astral/ Ashirwad or equivalent |
| 96 | FINE AIR DIFFUSER: Supply & Installation of fine air bubble diffuser that shall consist of EPDM membrane. Type: Tubular EPDM membrane diffuserMake: Biotech India or equivalent |
| 97 | COARSE AIR DIFFUSER: Supply & Installation of coarse air diffuser to complete the aeration system in all respect.Type: Disc TypeMake: Biotech India or equivalent |
| 98 | ALL PIPING & FITTINGs: Supply & Installation of piping & fittings such as tees, sockets, elbows, reducers, supports, clamps & flanges, valves to make the plant complete in all respect as per following specifications-PVC Flexible Breaded Hose Pipe: Supply & Installation of suction piping for raw sewage transfer pump to list the sewage from equalization to MBBR Tanks.“T” System: Supply & Installation of PVC T system assembly to make the flow as baffle way in the STP tanks. Make: Astral/ Ashirvad or equivalent.MS Epoxy Coated (Class B): Supply & Installation of air grid piping (non-submerged) Make- Jindal/ Prakash/ Surya or equivalent. |
| 99 | FILTER FEED PUMP: Supply & Installation of centrifugal filter feed pump including non-return valve and isolation valve on suction & delivery sides as required, including suction and delivery headers complete in all respects. Flow Rate (each): 30 Cum/ hrHead: up to 30mMake: Kirloskar or equivalent |
| 100 | MULTI GRADE FILTER (MGF): Supply & Installation of vertical floor mounted MS epoxy painted Multi-Grade Filter of suitable size for required flow and head, provided with an inlet distributor along with frontal piping & valves, back wash system & filter media etc. complete with standard fittings.Flow Rate: 14 m3/m2/ hr MOC: MSEPDia.: 1650 mmFilter Media: Pebbles, Gravels, Coarse sand & Fine sand media. |
| 101 | ACTIVATED CARBON FILTER (ACF): Supply & Installation of vertical floor mounted MS type epoxy coated activated carbon filter of suitable size for required flow and head, provided with an inlet distributor along with frontal piping & valves, back wash system & activated carbon complete with standard fittings.Flow Rate: 12 m3/m2/ hr MOC: MSEPDia.: 1850mmFiltration Media: Activated Carbon |
| 102 | DOZING SYSTEM: Supply & installation of electronic metering type diaphragm, constant flow dozing pump complete with all the accessories like tubing, connectors, non-return valve and dozing tank.Flow Rate: 0-25 LPHMake: Initiative/ Asia LMI/ E-dose or Equivalent |
| 103 | DECANTER: Supply & installation of up & down moving type decanter system for decanting the supernatant after passing of settling period in the SBR tank. The decanted water joins filter feed tank while the settled sludge transfers to sludge holding tank whenever the MLSS value crosses the level.The specifications are as follows - Size :250 NBMake: Emerging Enviro-TechMOC: SS 304 |
| 104 | ELECTRICAL CONTROL PANEL: Supply & installation of manually operated Electrical Control Panel suitable for 415 V, 3 Phase, 4 wire, 50Hz, wall/ floor mounting type. The board includes removable gland plates, cable glands, including connection with outgoing feeders complete in all respect. The outgoings from the panel shall be suitable for all equipment’s, various pumps, blowers with suitable capacity star delta/ DOL starters, ventilation.Switchgears & Accessories: Make: ABB/ Schneider/ Siemens/ L&T/ Sulzar/ Anchor/ GIC or Equivalent |
| 105 | CABLING: Supply & installation of shall consist of interconnecting flexible cable including conduiting pipe, gland, lugs, connect to the panel within the battery limit of the sewage treatment plant. Make: Polycab/ Havells/ KEI/ RR Kabel or equivalent |
| 106 | SCREW PRESS: Supply, installation, testing & commissioning of screw press as sludge dewatering unit for removal of excess sludge from sludge holding tank. The dewatering system includes Thickening cum compaction cylinder, Screw motor, flocculation tank, agitator, screw gear box, flocculator gear box, solenoid valve, control panel & showering system complete in all respect.Make: A1/AkashFlow Rate: 2.5 m3/ hr MOC: SS 304 |
| 107 | SLUDGE DEWATERING PUMP: Supply, Installation of sludge Dewatering pump for sludge transfer to screw press.Solid Handling Cap.: 08-10 mmFlow Rate: 2.5.0 Cum/ hr;Head: 30 mMake: Kirloskar or equivalent |
| 108 | TREATED WATER PUMP: Supply & Installation of centrifugal Treated water pump including non-return valve and isolation valve on suction & delivery sides as required, including suction and delivery headers complete in all respects. Flow Rate (each): 30 Cum/ hrHead: up to 30mMake: Kirloskar or equivalent |
| 109 | TREATED WATER MAIN: Supply, installation, testing & commissioning of Treated water from STP to exit drain DI K9 Pipe |
| 110 | WATER FLOW METER: Supply, installation, testing & commissioning of digital type flow meter of suitable dia. to monitor the daily inlet as well as outlet quantity of waste water. Make: Aster/ UPC/ E&E |
| 111 | BIOCULTURE GROWTH: Supply & inoculation of activated culture to grow the aerobic bacteria in the aeration tank to maintain the required MLSS for the proper treatment of the waste water. |
| 112 | DESIGN & DRAWING: Providing of design & drawing of Civil and Electro-mechanical system of 550 KLD STP plant to make it operational as per standards/ norms. |
| 113 | TESTING & COMMISSIONING: Charges for testing & commissioning of sewage treatment plant. |
| 114 | GST Extra as applicable Please Enable Macros to View BoQ information |
