Tender For Construction Of Drainage Pumping Station At Bhujpura Pumping Station.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
25 Nov 2026
17 days left
EMD
7.10 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aligarh → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Drainage Pumping Station At Bhujpura Pumping Station.
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 for all lift, as directed by Engineer-in-charge — 2.6.1: All kinds of soil. |
| 2 | 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 40 mm nominal size derived from natural sources). |
| 3 | 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. — 5.33.1: All works upto plinth level — Concrete of M30 grade with minimum cement content of 330 kg/cum. |
| 4 | 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. — 5.33.2: All works above plinth level upto floor V level — Concrete of M25 grade with minimum cement content of 330 kg/cum. |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — 5.22.6: Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.1: Foundations, footings, bases of columns, etc. for mass concrete. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.2: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.14: Extra for shuttering in circular work (20% of respective centering and shuttering items). |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.3: Suspended floors, roofs, landings, balconies and access platform. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.5: Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 11 | 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: — 22.4.1: Serrated with central bulb (225 mm wide, 8-11 mm thick). |
| 12 | Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. — 20 mm cement plaster. |
| 13 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. (Unit: per bag of 50 kg cement used in the mix.) |
| 14 | Extra for plastering on circular work not exceeding 6 m in radius: — 13.23.1: In one coat. |
| 15 | 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: — 10.25.2: In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 16 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality: — 19.19.4: EHD-35 — 19.19.4.1: Circular shape 560 mm internal dia. |
| 17 | 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, lead up to 50 m and for all lift. |
| 18 | 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: — 6.4.1: Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 19 | 12 mm cement plaster of mix: — 13.1.2: 1:6 (1 cement : 6 fine sand). |
| 20 | 12 mm cement plaster of mix: — 13.4.1: 1:4 (1 cement : 4 coarse sand). |
| 21 | 6 mm cement plaster of mix: — 13.16.1: 1:3 (1 cement : 3 fine sand). |
| 22 | 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: — 13.41.1: New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. |
| 23 | Finishing walls with Acrylic Smooth exterior paint of required shade: — 13.46.1: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm). |
| 24 | 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. — 22.7.1: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 25 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. — 4.1.3: 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). |
| 26 | Neat cement punning. |
| 27 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer: — 10.5.1: Using M.S. angles 40x40x6 mm for diagonal braces. |
| 28 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side/ top/ centre hung, with beading and all members such as F7D, F4B, K11B and K12B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings and glass panes, complete all as per approved design (sectional weight of only steel members shall be measured for payment): — 10.11.1: Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6. |
| 29 | 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 for all lift, as directed by Engineer-in-charge — 2.6.1: 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. — 4.1.8: 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). |
| 31 | 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. — 5.33.1: All works upto plinth level — 5.33.1.1: Concrete of M25 grade with minimum cement content of 330 kg/cum. |
| 32 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — 5.22.6: Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.2: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 34 | Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. — 13.9.2: 20 mm cement plaster. |
| 35 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. (Unit: per bag of 50 kg cement used in the mix.) |
| 36 | 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: — 10.25.2: In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 37 | 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, lead up to 50 m and for all lift. |
| 38 | 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. — 2.8.1: All kinds of soil. |
| 39 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. — 4.1.8: 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). |
| 40 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: — 6.1.2: Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 41 | 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: — 6.4.1: Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 42 | 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. — 5.33.2: All works above plinth level upto floor V level — 5.33.2.1: Concrete of M25 grade with minimum cement content of 330 kg/cum. |
| 43 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — 5.22.6: Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.3: Suspended floors, roofs, landings, balconies and access platform. |
| 45 | Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.5: Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 46 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. — 4.1.3: 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). |
| 47 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS: 15622 of approved make in colours such as 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 pigment etc., complete. |
| 48 | Providing and fixing 1st 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 49 | 12 mm cement plaster of mix: — 13.1.2: 1:6 (1 cement : 6 fine sand). |
| 50 | 12 mm cement plaster of mix: — 13.4.1: 1:4 (1 cement : 4 coarse sand). |
| 51 | 6 mm cement plaster of mix: — 13.16.1: 1:3 (1 cement : 3 fine sand). |
| 52 | 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: — 13.41.1: New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. |
| 53 | Finishing walls with Acrylic Smooth exterior paint of required shade: — 13.46.1: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm). |
| 54 | 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. — 22.7.1: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 55 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer: — 10.5.1: Using M.S. angles 40x40x6 mm for diagonal braces. |
| 56 | Providing and fixing factory made solid PVC/FRP door shutter 30 mm thick, size 750 x 2000 mm, with PVC frame, hinges, tower bolt and handle complete — toilet. |
| 57 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side/ top/ centre hung, with beading and all members such as F7D, F4B, K11B and K12B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings and glass panes, complete all as per approved design (sectional weight of only steel members shall be measured for payment): — 10.11.1: Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6. |
| 58 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: — 17.1.1: White vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 59 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required: — 17.7.4: White vitreous china flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. |
| 60 | Toilet plumbing complete: CPVC concealed water supply from overhead tank with bib cock, health faucet and angle valves; 110/75 mm SWR soil and waste piping with floor trap and connection to wet well inlet; mirror and accessories — all complete. |
| 61 | 500 litre HDPE overhead water tank (ISI) with MS/GI stand, inlet-outlet-overflow connections and float valve, complete. |
| 62 | Meter room fit-out: MS grill door and window with locking arrangement, ventilators, cable entry sleeves with sealing, anti-rodent mesh, insulating rubber mat 11 kV grade, fire extinguisher (CO2 4.5 kg) and shock treatment chart, complete as required by UPPCL for the metering cubicle room. |
| 63 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 64 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not be more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge.) |
| 65 | 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. — 2.8.1: All kinds of soil. |
| 66 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. — 4.1.8: 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). |
| 67 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: — 6.1.2: Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 68 | 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: — 6.4.1: Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 69 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. — 4.1.3: 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). |
| 70 | 12 mm cement plaster of mix: — 13.4.1: 1:4 (1 cement : 4 coarse sand). |
| 71 | Finishing walls with Acrylic Smooth exterior paint of required shade: — 13.46.1: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm). |
| 72 | 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: — 10.25.2: In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 73 | Excavating trenches by mechanical/ 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. — 2.10.1.3: All kinds of soil; pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. |
| 74 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS: 8329: — 18.72.24: 600 mm dia Ductile Iron Class K-9 pipes. |
| 75 | Jointing of DI K-9 S&S pipes with EPDM/SBR rubber gaskets (push-on) including lubricant, alignment and sectional hydrostatic testing of the laid main at field test pressure, complete. |
| 76 | Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS: 1538: — 18.26.2: Over 300 mm dia. |
| 77 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. — 4.1.3: 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). |
| 78 | Construction of brick masonry valve chambers 1.2 x 1.2 m internal with CI surface box/cover — for air valve and scour valve, complete. |
| 79 | Providing and fixing DI sluice (gate) valve DN600, PN-10, IS 14846, with dismantling joint, jointing material and chamber accessories on the rising main. |
| 80 | SITC of non-clog sewage submersible pump set of capacity 600 m3/hr at 18 m head (approx. 45 kW / 50-60 HP), 415 V, 3 ph, 50 Hz, CI FG-260 casing and impeller, SS-410 shaft, double mechanical seal with moisture and winding temperature sensors, solids passage not less than 80 mm, IP-68 VFD-duty motor, with auto-coupling duck-foot bend, twin GI guide rails, SS lifting chain and 10 m submersible cable — 2 Working + 1 Standby. |
| 81 | VFD power panel: floor mounted CPRI type-tested IP-42 cubicle with 400/500 A incomer MCCB section and aluminium bus; 3 Nos 55 kW heavy-duty IGBT variable frequency drives (for 45 kW motors) with input line chokes not less than 3% and dV/dt filters, DOL bypass contactor-relay sets, multifunction metering and motor protections, per IS/IEC 61439 and IEC 61800. Variable frequency drives and all automation items shall be of ABB / Siemens / Schneider Electric or other premium OEM of equivalent standing, approved by the Engineer-in-Charge; drives of unbranded or assembled origin are not acceptable. |
| 82 | Control Panel with IP-54 protection, industrial grade for all equipment, separate for control (24 V) and power equipment: — (ii) Above 3 pumps. |
| 83 | CE & UL Certified PLC/RTU in IP-54 enclosure suitable to communicate with GSM based modem unit, with CPU & power supply, with analog & digital parameters & features as specified, to store and transmit data on GSM backbone; RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification. |
| 84 | G.S.M/G.P.R.S. based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations, all accessories included with signal enhancer antenna, with pumping plant internet charges as specified in tender technical specification. |
| 85 | CE/UL Certified 7-inch HMI touch screen suitable for communication with PLC/RTU for local display & control of process parameters. |
| 86 | CE/UL Certified RADAR type Level Transmitter |
| 87 | CE/UL Certified Pressure Transmitter (for each pump group delivery). |
| 88 | CE/UL Certified Intelligent Smart Energy Meter. |
| 89 | CE/UL Certified Surge Protector for control panel. |
| 90 | Supplying, Installation, Testing & Commissioning of Silent Type Diesel Generating set as per CPCB IV+ or better norms along with having Prime Power Rating of 160 KVA as below, 415 volts at 1500 RPM, 0.8 lagging power factor at 415 V suitable for 50 Hz, 3 phase system & for 0.85 Load Factor, including testing at factory and site with fuel, load for test and other necessary arrangements complete as per CPWD specifications, should have QR code which should contain drawing, test report, OEM manual, Geo-Tag of manufacturing location, rating plate as per relevant IS Code etc. |
| 91 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required: — 2.2.10: 500 A, 35 kA, TP MCCB. (Microprocessor based release with O/L, S/C & E/F protection as per Technical Specification.) |
| 92 | Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS: 1538: — 18.26.2: Over 300 mm dia. |
| 93 | Providing and fixing dismantling joints and rubber insertion flanged jointing at pumps, valves and common header, with bolts, nuts and gaskets, complete. |
| 94 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): — 300 mm diameter.. |
| 95 | Providing and fixing dual plate (wafer) check valves DN300 — 3 Nos, PN-10, body CI/DI, plates SS-304, EPDM seat, complete with companion flanges and hardware. |
| 96 | Complete cabling for ZPS including all power & control cables of all equipment at ZPS and OHT: — (ii) Above 3 pumps. |
| 97 | Supplying and laying 3.5 core x 300 sq mm A2XFY aluminium conductor XLPE insulated armoured LT cable from metering point to panel and panel to DG set, including glands, lugs and terminations. |
| 98 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 99 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. — 1.1.2: Group B. |
| 100 | LED Batten light (System lumen efficacy ≥120 <135 lm/Watt): Supplying, installation, testing & commissioning of LED surface mounted Batten light of following body material and construction as per IS: 10322 with driver (replaceable) as per the requirement, with driver efficiency >85%, operating voltage AC 140-270 Volt, frequency 50/60 Hz, operating temperature range −5°C to 40°C, internal surge protection of 2.5 kV with short & open circuit protection, THD <10%, P.F. ≥0.95, IP-20, CRI >80, flicker free (flicker should be below 5%), life time (LED, driver & electrical circuitry) of minimum 50,000 burning hours with 70% of initial lumen maintained till life ends, CCT 3000°K/ 4000°K/ 5700°K/ 6500°K (as per ANSI bin), SDCM (Standard Deviation Colour Matching) <3, maximum power consumption should not be more than the specified rating, and fixture shall be of relevant BIS standard; manufacturer's word mark/ name engraved/ embossed/ screen printed on housing; complete in all respects including external connections with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable and earthing etc. as required, with minimum 5 year OEM warranty; LM-79 & LM-80 test reports and all testing required for LED fixtures as per BIS shall be submitted; shape, size and CCT shall be as approved by Engineer-in-Charge as per requirement (thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast/ extruded aluminium body (thickness > 1.20 mm): — 8.10.3: 36 Watt. |
| 101 | Supplying and fixing following triple pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with loose wire box, testing and commissioning etc. as required: — 2.24.3: For 8 way, double door TPN MCB DB. |
| 102 | Installation, commissioning & testing for ZPS (pumping station). |
| 103 | Trial run for 3 month period for one ZPS. |
| 104 | Contigency for unseen work @ 3% |
| 105 | Add Labour Cess @ 1% BOCW Act |
| 106 | GST @ 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysNov 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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