Tender For Installation Of Stp Outfall Drain Near Naag Mandir Sultanpuri ,Ac-10, Rohini, Delhi Sh:- (A) (E&M Work) Design, Supply, Installation, Testing And Commissioning Of 50 Kld Stp And Installation Of Pumps For Distribution Of Water To Various Pa
Tender Value
81.77 Lakhs
Estimated cost
Bid Submission
20 Jul 2026
9 days left
EMD
1.63 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Installation Of Stp Outfall Drain Near Naag Mandir Sultanpuri ,Ac-10, Rohini, Delhi Sh:- (A) (E&M Work) Design, Supply, Installation, Testing And Commissioning Of 50 Kld Stp And Installation Of Pumps For Distribution Of Water To Various Parks.(B) (Project/Civil Work) Construction Of One Room, Boundary Wall And Underground Water Tank At Naag Mandir, Sultanpuri,Ac-10 Rohini, Delhi (C) (Horticulture Work) Laying Of Cpvc Pipeline & Gi Pipeline Of The Parks Opp. B-2 Mcd School, B-2/337,B-2/253,B-2/126 & B-2/01, Sultanpuri, Ward No. 43, Rohini Zone.
BOQ
| Sl. No. | Item Description |
| 1 | PART (A): E&M(i) Design, Supply, Installation, Testing & Commissioning of 50 KLD STP |
| 2 | Design, Supply, Installation, Testing & Commissioning of FRP (Fibreglass Reinforced Plastic) Prefabricated single unit with packaged Sewage treatment plant (STP) of 50 kLD (Kilo Liter Per Day) capacity with MBBR Technology, that is installation of plant/system underground including cost of excavation, preparation of foundation of all equipments and tanks as required, with automatic operation and making good after installation etc. complete in all respect to make the system functional including 5 years of maintenance with 1st year free maintenance. The FRP STP should be portable and comply/confirming to ISI/BIS or international standard like ISO certification etc. on turnkey basis including all E&M, Shuttering and civil works, the system shall include :-a) Raw water pumps 2 Nos. (1Working + 1Standby) and Treated water pumps 2 Nos. (1Working + 1Standby) of appropriate capacity & approved make,b) Appropriate nos. of blowers for aerobic operation with suitable ratings,c) Raw water and treated water tanks of 10,000 liters capacity each,d) All interconnecting pipes and fittings in CPVC,e) Control panel for automatic operation of plants of reputed make. Panel should be complete with Isolation push button for every equipment and auto manual selection switches. The control shall be one integrated panel with all requisite controls for Raw Water pump, Air Blowers & with Automatic Water level Control, timers etc as required. The panel shall be programmed for Auto operation & startup of requisite equipment as per indication from Water Level Controllers installed in Treated and Raw water tanks complete with all interconnecting cable and fittings,f) Cabling, wiring, earthing, lighting arrangement and all electrical fittings or any other component if required as per design requirement.g) Protection cage covering whole plant including all equipments and tanks, made up of Mild steel structure (with priming 2 coats of anticorrosive red oxide primer and 2 or more coats of synthetic enamel paint) including GI chain link fabric fencing of required width of mesh size 50×50 mm. The height of the cage should be atleast 3 meters. The cage should have ceiling of hot rolled color coated steel metro sheet. The cage should have proper lighting inside and outside. h) GI pipe of 65 mm dia including painting with 2 coats of anticorrosive bitumen paint (maximum length 100 m), including all accessories required and providing 20mm dia vertical hydrants at a distance of every 20 meter on main line.i) The output quality of treated water should meet the standard of CPCB/DPCC norms for horticulture purpose. |
| 3 | (ii)Installation of pumps for distribution of water to various Parks. |
| 4 | SITC of 3 HP Suction 80-65 delivery 65*50 MM Monosubmersible pump set capable of delivering upto 1100 LPM to 100 LPM at a head of upto 8-24 mtr coupled with 3 Phase 415 v AC electric motor complete with accessories etc as required. |
| 5 | Supply, Installation, testing and commissioning of cubical type control panel board for single phase & Three Phase submersible pumping set of following ratingcomplete with contactor, relay , MCB ,condenser ,voltmeter, ammeter and indication lamp etc including connections etc as reqd.3 HP (Three Phase) |
| 6 | 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. |
| 7 | Providing and fixing 25mm x 5mm GI strip on surface or in recess for connections etc as req. |
| 8 | SITC of Following Size Upvc Pipe for branching with all accessories like elbows, tees, sockets including cutting, threading, welding complete as required.63 mm Dia 10 Kg/sq m Complete as reqd. |
| 9 | SITC of Following Size Upvc Ball valve and accessories complete as required.75 mm Dia Complete as Reqd. |
| 10 | PART (B): Civil Work |
| 11 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m,as directed by Engineer-in-charge.All kinds of soil |
| 12 | 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, 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 kinds of soil. |
| 13 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 14 | 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 m and lift upto 1.5 m. |
| 15 | Supplying and filling in plinth with sand under floors including, watering, ramming consolidating and dressing complete. |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:5:10 (1 Cement : 5 coarse sand (Zone-III) : 10 graded stone aggregate 40 mm nominal size) |
| 18 | Centring and shuttering including strutting, propping etc. and removal of form for all heights.Foundations, footings, bases of columns etc. for mass concrete. |
| 19 | Centring and shuttering including strutting, propping etc. and removal of form for all heights.Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 20 | Centring and shuttering including strutting, propping etc. and removal of form for all heights.Suspended floors, roofs, landings, balconies and access platform. |
| 21 | Centring and shuttering including strutting, propping etc. and removal of form for all heights.Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 22 | Centring and shuttering including strutting, propping etc. and removal of form for all heights.Columns, Pillars, Piers, Abutments, Posts and Struts |
| 23 | Centring and shuttering including strutting, propping etc. and removal of form forEdges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 24 | Centring and shuttering including strutting, propping etc. and removal of form for all heights.Weather shade, Chajjas, corbels etc., including edges. |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo -Mechanically Treated Bars of grade Fe-500D or more. Upto Plinth |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo -Mechanically Treated Bars of grade Fe-500D or more. Upto Plinth |
| 27 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 28 | 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 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level .Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 29 | 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 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level .Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 30 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 31 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 32 | Half brick masonry 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.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 33 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 34 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters :35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 35 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 36 | 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. |
| 37 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :100 mm |
| 38 | Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.300 mm weighing not less than 200 gms. |
| 39 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :300x16 mm |
| 40 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :250x16 mm |
| 41 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :200x10 mm |
| 42 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :150x10 mm |
| 43 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :125 mm |
| 44 | 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). |
| 45 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.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). |
| 46 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes |
| 47 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick. |
| 48 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 49 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. |
| 50 | 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. |
| 51 | Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete :With residual type petroleum bitumen of grade VG - 10. |
| 52 | 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat:With common burnt clay F.P.S.(non modular) brick tile of class designation 10 |
| 53 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75mm deep chase |
| 54 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. |
| 55 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes.110 mm diameter |
| 56 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.Bend 87.5°110 mm bend |
| 57 | 12 mm cement plaster of mix :1:6 (1 cement : 6 Coarse sand) |
| 58 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement : 6 Coarse sand) |
| 59 | 6 mm cement plaster of mix :1:3 (1 cement: 3 fine sand) |
| 60 | 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 priming coat with cement primer. |
| 61 | Applying priming coat :With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 62 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 63 | 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 |
| 64 | 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:W.C. pan with ISI marked black solid plastic seat and lid |
| 65 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm fittings, standard size C.P. brass flush pipe, spreaders with unions and with white PVC automatic flushing cistern, with clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required :Single half stall urinals with 10 litre P.V.C. automatic flushing cistern. |
| 66 | 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 whereverrequire:White Vitreous China Wash basin size 630x450 mm with asingle 15 mm C.P. brass pillar tap |
| 67 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe32 mm dia |
| 68 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 69 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 70 | Providing and fixing soil, waste and vent pipes : 100 mm dia.Sand cast iron S&S pipe as per IS: 1729. |
| 71 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100 mmSand cast iron S&S as per IS - 1729 |
| 72 | Providing and fixing plain bend of required degree.100 mmSand cast iron S&S as per IS - 1729 |
| 73 | Providing and fixing heel rest sanitary bend100 mm diaSand cast iron S&S as per IS - 1729 |
| 74 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100 mmSand cast iron S&S as per IS - 1729 |
| 75 | Providing and fixing terminal guard:100 mmSand cast iron S&S as per IS - 1729 |
| 76 | Providing and fixing collar:100 mmSand cast iron S&S as per IS - 1729 |
| 77 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 100 mm |
| 78 | Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter :100 mm |
| 79 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :100 mm inlet and 100 mm outletSand Cast Iron S&S as per IS: 1729. |
| 80 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work – Exposed on wall.15 mm dia. nominal bore |
| 81 | 20 mm dia. nominal bore |
| 82 | 25 mm dia. nominal bore |
| 83 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall15 mm dia nominal bore |
| 84 | 20 mm dia nominal bore |
| 85 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work15 mm dia. nominal bore |
| 86 | 20 mm dia. nominal bore |
| 87 | 25 mm dia. nominal bore |
| 88 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore |
| 89 | 20 mm nominal bore |
| 90 | 32 mm nominal bore. |
| 91 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :15 mm nominal bore |
| 92 | Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length15 mm nominal bore |
| 93 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 15 mm nominal bore |
| 94 | 20 mm nominal bore |
| 95 | 25 mm nominal bore |
| 96 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 97 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore. |
| 98 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore. |
| 99 | Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :150 mm diameter |
| 100 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: 150 mm diameter S.W. pipe |
| 101 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :100x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 102 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :300 mm dia. R.C.C. pipe |
| 103 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 104 | Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side 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 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm 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) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182kg., 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 12mm 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 |
| 105 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 250 to 300 mm diameter |
| 106 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 107 | 24mm thick washed marble chips plaster on exterior walls of height upto 10 m above groung level in two layers under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kgof cement/sqm, top layer 12mm thick cement marble chips plaster 4:7 (4cement : 7marble chips 4mm size) in panel with grooves all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the marble chips complete as per specifi -cations and directions of Engineer in charge [payment for providing groove shall be made for seperately].Using ordinary cement in top layer. |
| 108 | PART (C): Horticulture |
| 109 | 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.18.9.4 40 mm nominal dia Pipes |
| 110 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 18.12.6 50 mm dia nominal bore |
| 111 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore. |
| 112 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :18.46.6 50 mm nominal bore |
| 113 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :18.41.6 50 mm diameter pipe |
| 114 | Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.16.13.1 bituminous portion Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 20, 2026
17:00 IST
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Online submission via eProcurement portal.
Upcoming · 9 daysJul 20, 2026
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