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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-single tender recieved. |
Tender Value
₹4.8 Cr
EMD Value
₹9.6 L
Closing Date
31 Dec 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer Vrindavan Circle
Office Complex Vrindavan yojan sector-9 Lucknow
Construction of 900KLD STP on Wetland Technology at Kankaha Mohanlalganj Lucknow
2025_UPHDB_1096135_1
4966/M-13/340 Date 01-12-2025
Open Tender
Civil Works
Percentage
180 days
Kankaha Mohanlalganj Lucknow
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,080
Executive engineer CD-Lko 01 UPAVP, Lucknow
₹9.6 L
31 Dec 2025
5 Dec 2025
31 Dec 2025
5 Dec 2025
31 Dec 2025
5 Dec 2025
Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
0.00 to 1.50 mtr
1.50 to 3.00 mtr
3.00 to 4.50 mtr
4.50 to 6.00 mtr
6.00 to 7.50 mtr
7.50 to 9.00 mtr
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
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.
Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
Brick work with bricks of class designation 15 (Class-150) in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand (FM 1.50 to 2.00)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:1:4 (1 cement : 4 sand)
Brick work with Common burnt clay (non modular) bricks of class-150 in super-structure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand) S.I. 6.4.2
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 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)
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. Concrete of M30 grade with minimum cement content of 350 kg/cum All works upto plinth level 5.33.1.2
Providing and laying in position specfied grade of reinforcement cement concrete, excluding the cost of centering,shuttering,finishing & reinforcement. All work up to plinth level. 1:1.5:3 (1 cement,1.2 coarse sand zone-iii,3 graded stone aggregate 20mm. (Nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural ources).
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of wall, etc. for mass concrete.
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Suspended floors, roofs, landings, balconies and access platform.
Columns, Pillars, Piers, Abutments, Posts and Struts
P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
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, K11 B and K12 B 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, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) (Z section windows)
Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) F.M.-2.25.
12 mm cement plaster of mix : 1: 6 (1 cement : 6 coarse sand)
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) 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.
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.
25mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement.
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
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.
Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.43 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm.
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer. DSR 13.41.1
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture.
Painting Wood work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture.
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes.
Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.
Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove
Providing and fixing glass strips in joints of terrazo/ cement concrete floors. (a) 40 mm wide and 35 mm thick.
Providing & fixing oxidised iron tower bolts ISI marked complete. (a) 250mm x 16mm.
(a) 250 mm x 10mm
(b) 200 mm x 10mm
Providing and fixing oxidised iron handle with screws etc. complete (a) 100 mm
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
Providing & Fixing on wall face PVC vent pipes including jointing with seal ring
110mm dia PVC Pipe
90mm dia PVC Pipe
Supplying, filling, spreading & leveling stone boulders of 20mm nominal size in plant bed tank, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Supplying, filling, spreading & leveling stone boulders of 22.4-53 mm nominal size in plant bed tank, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Supplying, filling, spreading & leveling stone boulders of 45-63mm nominal size in plant bed tank, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Labor required for Laying and Installation of Filter Media , Labour- Rs. 423/day 1 MONTH 55 LABOUR/DAY
Cost of Bio Media and Plant Material Involved
Bio media (Quotation attached)
Plants (rate as on site)
Installation of plants (labour charges)/ 15 labor/day for 10 Days
EFFLUENT TREATED WATER PIPELINE - Providing of all materials, labour for laying of 150 mm dia RCC Pipe for effluent treated water pipe line including excavation of earth for laying of SWR Pipe width 75 cm and Depth 80 to 100 cm including cost of SWR Pipe Type B with casing of pipe in cement concrete 1:2:4 cement, coarse sand & stone grit around of pipe cement concrete size 0.30x0.30m including dia of pipe with lowering SWR pipe in proper slope alignment & depth as per di
rection of E/I. 150mm dia RCC Hume Pipe - From STP to Drainage
Supply of C.I. Double Orifice Kinetic Air Valve IS:14845 type DK Rubber Float and 80 mm Orifice Flanged Type. 80mm dia
Carting from store to site of work (upto 8km. or within municipal limit which is more) of following sizes screwed down air valve to site of work, fixig in position including boring ad threading in the main etc. complete including cost of boring the wate main nd subsequent back filling but excluding cost of air valve. 50mm dia
Constructing masonry Chamber 90x100x130 cm, inside for Fire Hydrant/Air Valve in M-150 Brick Wall 230mm Thick in cement mortar 1:6 (1 cement : 6 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and 150 mm thick RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), i/c necessary excavation, 100 mm thick base concrete 1:6:12 (1 cement : 6 fine sand:12 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 and 40mm thick flooring in 1:2:4 Cement, Coarse sand and 20mm graded stone grit complete. Rate including excavation of earth, supply of all materials, labour and T&P. For air valve chamber perforated slab shall be fixed on brick work chamber.
Providing and laying of R.C.C. work with cement, approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the propration 1:1.5:3 (1 cement: 1.5 coarse sand : 3 stone grit) in over RCC railling excluding supply of reinforcement necessary centering and shuttering etc. and also including supply of all labour, material,T & P, curing etc. required for proper completion of the work. (SOR-2020-21 S.I. No. 5.2.2)
Supply of reinforcement including cutting bending etc complete fo surface reinforcement.
Site clearance and unforeseen items, such as dewatering etc.
Electricity Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with mdular type switch, modular plate, suitable Gl box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required.
2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire.
2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire.
2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire
S/F light plug point piano type accessories :- Supplying and fixing metal box of 150 mm X 75 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required.
S/F power plug point piano type accessories :- Supply and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required:
Supplying and fixing 5 amps. to 32 amps. rating, 240 volts 'C' series, miniature circuit breaker (MCB) suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. single pole
Supplying & fixing single pole, blanking plate in the existing MCB DB complete etc. as required.
Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. 40 Amps
Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. 63 amps.
Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amps.
Supplying and fixing following way, SP&N, sheet steel, MCB distribution board, 240 V on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/isolator) 6 way, Double door
Earthing with Gl earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc, with charcoal/coke and salt as required
Supplying and laying 25 mm x 5 mm. G.1. strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with G.1. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
Providing and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
Providing and fixing 25mm x 5 mm G.I strip on surface or in recess for connections etc. as required.
Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections butexcluding modular plate etc. as required.
5/6 A switch
3 pin 5/6 A socket outlet
Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1 or 2 Module (75mmX75mm)
Supplying and fixing Internet Socket outlet modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
Installation, testing and commissioning of pre-wired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required Upto 450 mm sweep
Supply of recess/surface mounting round 10 W to 15 W LED Cut out Min 125 mm, Height Min. 40mm, LED Down lighiter having powder coated die cast aluminium housing with heat shink,diffuser/reflector and driver set. suitable for 24Hr Continuous Operation, Complete in all respect.
Supply of 225/230mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect. 230 mm sweep
Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
16 sq. mm 4 core
35 sq. mm 3-1/2 core
Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required.
3½ X 35 sq. mm (35mm)
Technology Cost of STP Provided By Indian Institute of Technology and Vetitng of Design,Survey, Planning, Basic Drawing , Structural Drawing
Civil Work Supervisor
Consultant, Rs. 7500/visit. 8 visits.
Civil Work Supervisor
Testing of Leakages of Tanks Supervisor
Labour- Rs. 423/day (2 Month x 5 L
Civil Work Supervisor
abour Per Day)
Gravel/Installation Supervisor
Water Test Report For 03 Month
ELECTRICAL CONTROL PANEL: Fabrication, providing & fixing of totally enclosed free standing, indoor, floor mounted, compartmentalized, sectionalised, expendable type, dust, damp & vermin proof with suitable ventilation arrangement, front & rear accessible, lockable, power cum control cubical panel of having suitable MVA breaking capacity, fabricated from 2mm thick CRCA sheet steel (with IP 42 degree of protection) chemically treated with seven tank process, powder coated with approved colour shade, providing & fixing 4 strip PVC sleeved copper bus bar, bus bar support interconnecting from bus bar to outgoing switches/ MCCB’s including earthling the panel etc. as required. The panel shall be suitable for operation on 3 phase, 415 V, 50 Hz, AC supply having suitable cable alleys and shall be mounted on hot dip galvanised MS channels on wall/ floor as per specifications including supply & fixing the following accessories complete etc. as required. Panel make: SNG/ Advance/ Tricolite/ Milestone or equivalent Switchgear & Accessories make: L&T/ Seimens/ ABB/ Schneider or equivalent
SEWAGE CUTTER PUMPS: Providing & fixing of cutter version submersible sewage pump suitable for 400/ 440 volts, 3 phase, 50 cycles A.C. supply with suitable suction delivery header, CI impeller, CI casing & body complete with all accessories. No. of pumps: 02 (1W+1S) Capacity: 2 HP Head: 14 m
NORMAL PUMP: Providing & fixing of non-submersible, monobloc pump suitable for operation on 415 V, 50 Hz, 3 Phase AC supply. No. of Pumps: 2 (1W+1S) Make: Kirlosker/ Crompton/ wilo or equivalent
SEWAGE CUTTER PUMPS: Providing & fixing of cutter version submersible sewage pump suitable for 400/ 440 volts, 3 phase, 50 cycles A.C. supply with suitable suction delivery header, CI impeller, CI casing & body complete with all accessories. No. of pumps: 01 (1W) Capacity: 7 HP Head: 14 m
Providing and Installing Stabilizer at site
CPVC Pipe 150 mm OD providing at site (The item should be ISI mark confirming to respective IS Code).
Providind and installing T Joints with labour charges
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