Tender For Construction Work Of Non-Residential Buildings Of Police Post Barauli Under Police Station Baldev In District:- Mathura
Tender Value
90 Lakhs
Estimated cost
Bid Submission
27 Oct 2026
0 days left
EMD
1.80 Lakhs
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mathura → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of Non-Residential Buildings Of Police Post Barauli Under Police Station Baldev In District:- Mathura
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Oct-2026 | /D-3/456 Dated 19-09-2025 | Date | 27-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 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 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 5 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 7 | 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).bands |
| 8 | 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).SUNSHADE |
| 9 | 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).LIGHTER BEAM |
| 10 | 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).SLAB |
| 11 | TMT FE-500 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 all steel and and over lapping & hooks. |
| 12 | Brick work with common burnt clay (non modular) bricks of class designation 150 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | Brick work with common burnt clay (non modular) bricks of class designation 150 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) |
| 14 | Brick work with common burnt clay (non modular) bricks of class designation 150 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) |
| 15 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part 1) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 16 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part 1) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (b) Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). |
| 17 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x5 mm, joints mitred and welded by angle iron 40x40x5 mm or 40x 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. (40X40X5) |
| 18 | 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 |
| 19 | 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, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes 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) |
| 20 | 15 mm thick plinth plaster [1 cement : 4 coarse sand] |
| 21 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. |
| 22 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand. |
| 23 | 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. |
| 24 | 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 |
| 25 | 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 ofthe slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand |
| 26 | Kota stone slabs 20 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 omplete. |
| 27 | Providing and laying vitrified tiles in flooring or skirting in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm |
| 28 | Providing and laying vitrified tiles in flooring or skirting in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm |
| 29 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 30 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 31 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 32 | 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 waterthinnable priming coat with cement prime |
| 33 | 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. |
| 34 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes4.0 mm thick glass panes |
| 35 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors 40 mm wide and 4 mm thick mm thick |
| 36 | Providing Stainless Steel Sliding Bolts 16 mm dia with nuts and 250 mm long. (ii) Oxidised iron |
| 37 | Providing Stainless Steel Tower Bolt with 10 mm dia and screw. (i) 150 mm long |
| 38 | Providing Stainless Steel Door Handles with screws 100 mm long. |
| 39 | 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 slabsc) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed 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 Engineerin- Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm.ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. |
| 40 | Construction of drain of size of size 150 x 150 mm along with apron including excavation,base concrete 1:4:8 in thickness of 7.5cm of and brick work in foundation 1:4( 1 cement : 4 coarse sand) and brickwork in half brick thick in foundation 25mm thick cement concrete (1:2:4 mix) flooring base and 20mm thick plaster (1:2) finished with neat cement. (Analysis) |
| 41 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 42 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 43 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form work for :Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 45 | Centering and shuttering including strutting, propping etc. and removal of form work for :Suspended floors, roofs, landings, balconies and accessplatform |
| 46 | Centering and shuttering including strutting, propping etc. and removal of form work for :Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases of columns, etc. for mass concrete |
| 48 | INTER WATER SUPPLY AND SANITARY SYSTEMProviding 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:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 49 | Providing and fixing white vitreous china pedestal type water closet ( European type W.C. pan ) with seat and lid, 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 white solid plastic seat and lid. |
| 50 | 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 require a) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap. |
| 51 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required.Kitchen sink with drain board of size 510x1040x200mm |
| 52 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Felxible pipe (a) 40mm dia |
| 53 | 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. |
| 54 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.15mm nominal bore |
| 55 | Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge |
| 56 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.a) 15mm dia nominal dia. |
| 57 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78mm and effective height of 88 mm, weighing not less than 190gms. |
| 58 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 59 | Providing & fixing white vitreous china flat backhalf stall Urinalof 580x380x350 mm with white PVC automatic flushing cistern with fittings standard size CP brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS: 2556, C.I. trap with outlet grating and other couplings in CP brass including painting of fittings and brackets cutting & making good the walls & floors wherever required.Range of three half stall urinals with 10 liter PVC automatic flushing cistern. |
| 60 | Providing and fixing of upvc SWR ring fit pipe of class B of ISI mark Confirming to IS code 13592 (make prince, supreme finolex) in internal works of toilet and RWP etc. including fixing with rubber rings etc. including cost of all material, labour etc. complete.including excavation & trenches etc completea) 110mm diameter |
| 61 | Haunching of SWR pipe 90mm or 110mm with pcc 1:5:10 cement concrete ( 1 cement:2 coarse sand:4 stone grit) ch-25 item no.2 |
| 62 | Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali.(ch-23 sec 34) |
| 63 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735.Size 75/90 mm |
| 64 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735.Size 110 mm |
| 65 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work-Exposed on wall20mm dia nominal outer dia pipes |
| 66 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work-Exposed on wall25mm dia nominal outer dia pipes |
| 67 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work-Exposed on wall32mm dia nominal outer dia pipes |
| 68 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.16mm dia nominal outer dia pipes |
| 69 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.20mm dia nominal outer dia pipes |
| 70 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.32mm dia nominal outer dia pipes |
| 71 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 45 cm lengthi) 15mm nominal bore |
| 72 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 15mm nominal bore |
| 73 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore |
| 74 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 893115mm nominal bore |
| 75 | Providing and fixing gun metal gate valve with wheel of approved quality(screwed end)..25mm dia nominal bore |
| 76 | Providing and fixing gun metal gate valve with wheel of approved quality(screwed end)..32mm dia nominal bore |
| 77 | Providing and fixing gun metal gate valve with wheel of approved quality.a) 20 mm dia nominal bore |
| 78 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete.25 mm nominal bore |
| 79 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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.For 500 litres |
| 80 | Excavating trenches in all kind of soil 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 & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.a) Pipes 80mm to 300mm diameter. |
| 81 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm 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 fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 900x800mm and 500mm deep including CI cover with frame With FPS bricks of class designation 75 |
| 82 | Extra for depth of man hole size 900x800mm |
| 83 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm 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 fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 900x1200 mmm & 1.0 meter deep including C.I. cover with frame |
| 84 | Extra for depth of man hole size 900x1200mm |
| 85 | Providing and fixing of UPVC SWR ring fit pipe of class B of ISI mark Confirming to IS code 13592 (make prince, supreme finolex) in internal works of toilet and RWP etc. including fixing with rubber rings etc. including cost of all material, labour etc. complete including excavtion trenches etc comp.a) 110mm diameter |
| 86 | Providing and fixing of UPVC SWR ring fit pipe of class B of ISI mark Confirming to IS code 13592 (make prince, supreme finolex) in internal works of toilet and RWP etc. including fixing with rubber rings etc. including cost of all material, labour etc. complete including excavtion trenches etc comp.(a) 160mm diameter |
| 87 | Haunching of SWR pipe 90mm or 110mm or 160mm with pcc 1:5:10 cement concrete ( 1 cement:2 coarse sand:4 stone grit) AR |
| 88 | Wiring for light point/fan point/exhaust fan point/call bell pointwith 1.5 sqmm FR PVC insulatedcopper conductor single core cable in surface / recessed PVC conduit,with modular switch, modular plate, suitable G.I. box and earthing the point with 1.5 sqmm FR PVC insulated copper conductor single core cable etc. as required.Group C |
| 89 | Wiring for twin control light point with 1.5 sqmm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, 2 way modular switch, modular plate, suitable G.I. box and earthing the point with 1.5 sqmm FR PVC insulated copper conductor single core cable etc. as required. |
| 90 | Wiring forcircuit / submain wiring alongwith earth wire with the following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required.2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire |
| 91 | Wiring forcircuit / submain wiring alongwith earth wire with the following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required.2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. Earth wire |
| 92 | Wiring forcircuit / submain wiring alongwith earth wire with the following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required.2 x 4 sq.mm. + 1 x 4 sq.mm. Earth wire |
| 93 | Wiring forcircuit / submain wiring alongwith earth wire with the following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required.2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire |
| 94 | Wiring forcircuit / submain wiring alongwith earth wire with the following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required.4 x 10 sq.mm. + 2 x 6 sq.mm. Earth wire |
| 95 | Supply and fixing of following sizes of PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required :20 mm. |
| 96 | Supply and fixing of following sizes of PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required :25 mm. |
| 97 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.2 pair |
| 98 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.Telephone socket outlet |
| 99 | Supplying and fixing metal box of following size (nominal size) on surface or recess with suitable size of phenolic laminated sheet cover in fromt including paintingetc. as required.75 mm x 75 mm x 60 mm deep |
| 100 | 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 (75 mmX75 mm) |
| 101 | Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 102 | Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connection, painting etc. as required. |
| 103 | Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 15/16 & 5/6 amps. modular socket outlet and 15/16 amps. modular switch, connection, painting etc. as required. |
| 104 | Supplying and fixing following way, three pole and neutral, sheet steel, TP MCB distribution board, 415 volts,on surface /recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 6 way (4 + 18), Double door, horizontal type |
| 105 | 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 |
| 106 | Supplying & fixing single pole, blanking plate in the existing MCB DB complete etc. as required. |
| 107 | Supplying and fixing following rating,four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps. |
| 108 | Supplying and fixing following rating,four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps. |
| 109 | Installation, testing and commissioning of ceiling fan including wiring the down rod of standard length (upto 30 cm.) with 1.5 sq. mm. FR PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. |
| 110 | Installation of exhaust fan upto 450 mm sweep in the existing opening, including making the hole to suit the size of the above fan, making good the damage, connections, testing, commissioning etc. as required. |
| 111 | Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes. |
| 112 | Earthing with GI earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 m long etc, with charcoal/coke and salt as required. |
| 113 | Supplying and laying25 mm x 5 mm. G.I. strip at 0.50 M. below ground as strip earth electrode, including connection and terminating with nut, bolt, spring, washer etc as required (jointing shall be done by overlapping and with 2 sets of brass nut bolt and spring washer spaced at 50 mm). |
| 114 | Supplying and laying32 mm x 6 mm. G.I. strip from earth electrode directly in ground as required. |
| 115 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. |
| 116 | Providing and fixing of circular / hexazonal cast ironor MS sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick MS sheetwith it top surface hacked for proer bonding, top lid shall be screwed into the cost iron/MS sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shal be made of 12 mm dia MS bar bent to shape as per standard drawing. |
| 117 | Providing and fixing M.V. danger notice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white on both sides and with inscription single red colour on front side as required. |
| 118 | Supply and fixing of 50 mm dia 3.2 meter long GI Pipe (including accessories) complete with 50 mm x 50 mm x 6 mm angle iron bracket on wall and and 75 mm x 90 mm shackle insulator with straps for house service connection including painting the angle and flat iron with primer and finish paint etc as required. |
| 119 | Supply and fixing of 32 mm dia 2 meter long GI Pipe (medium class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape 2 nos 40 mm x 3 mm flat iron clamps with nuts, bolts and washers painting the flat iron with primer and finish paint etc as required. |
| 120 | Wiring forcircuit / submain wiring alongwith earth wire with the following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required.2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. Earth wire |
| 121 | Supply & wiring of sub main with FR P.V.C. insulated 1100 volts grade single core copper conductor cable in heavy gauge P.V.C. conduit partly concealed in wall and partly laid in slab along with the reinforcement before concreting complete with FR PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit.4 x 25 sqmm with 2 x 16 sqmm earth wire in 50 mm dia conduit. |
| 122 | S/F of single light wall bracket (Cat-AAA) on matching M.D.F.E.G. board base etc. complete in all respects.Category AA |
| 123 | S/F of recess/surface/pendent mounted 10 to 15 watt LED down lighter having powder coated die cast aluminium housing with heat sink, diffuser / reflector and driver set complete in all respect Category AAA |
| 124 | Supply and fixing of LED Tube Light with battensuitable for up to 1 X 22 watt LED tube light fittingincluding tube on Surface complete in all respect.CAT- AA |
| 125 | Supply of ceiling fan with fan motor of AC permanent insulation, capacitor rating conforming BEE 5 star rating and IS : 374/79 and also comply with IS:1709/1984 with latest amendment the rated voltage 220/240 volts, 50 HZ single phase AC, the fan assembled should consists of down rod, blades, shackle canopies etc and with double ball bearing system.BEE 5 star rating - 1200 mm sweep |
| 126 | Supply & fixing of Crimping, solder, less, copper ton electroplated lugs of Dowel/ismail make suitable for 1.5 sqmm to 6 sqmm cables, including tapping with insulating tape, etc. complete in all respects. |
| 127 | S/F of sheet steel enclosure for DP / TP / FP MCB with neutral link and earth terminal. Cat-A |
| 128 | Supply & fixing of electronic Fan regulator (Modular), 120-280 V, ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer of work. |
| 129 | Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB’s (Four Pole 36 KA with thermal magnatic release) Switches complete and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters (KVA, P.F, KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic aluminium busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB’s shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc.The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A & B only. All bus bars shall be of aluminium, electrolytic grade only. Maximum design density shall not exceed 1 Amps/Sqmm. All bus bars shall be insulated with coloured heat shrinkable PVC sleeved. All bus bar supports shall be non hygroscopic DMC/SMC supports.The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section.The minimum clearances between bus bars shall be as follows :Phase to phase - minimum 20mmPhase to neutral-minimum 15mmCubical Panel Board ( MCCB Type) Main L.T. Panel (Meter Panel Board)Incoming : One (1) No.200Amp. MCCB-1No.Metering :One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.One (1) No. (0-200A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.One (1) Set of Phase Indication Lamp.Bus Bar :One (1) No.200 A, TPN aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on each outgoing to be provided.100 Amp. MCCB- 1 No. 63 Amp. MCCB- 3 No. Or outgoing as per site requirment(AS/SLD) |
| 130 | S/F of shock treatment chart (prescribed under I.E. rules) duly framed with glass and supported from back with hard board or soft board with supply of all material labour T & P etc for proper completion of work. |
| 131 | Supply and laying of 1800 mm x 900 mm x 12 mm thick chequered rubber matting of tested quality. |
| 132 | Supply of AC 230/250 Volts, 50 Hz 55w 1400 rpm exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required.300mm sweep. |
| 133 | Supply & erection of ISI marked portable fire extinguishers, wall mounted type, wall brackets complete in all respect as per standard item with all accessories, delivery hose & nozzle whereever required, including fixing on walls as per the directions of Engineer-in-charge. ABC Powder type 6 kg. capacity (IS:15683 & TAC Approved) |
| 134 | Supply & erection of ISI marked portable fire extinguishers, wall mounted type, wall brackets complete in all respect as per standard item with all accessories, delivery hose & nozzle whereever required, including fixing on walls as per the directions of Engineer-in-charge. CO2 gas type. 6.5 kg. cap. -Trolley mounted (IS:2878 & TAC Approved) |
| 135 | Septice tank and Soak Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by engineer in charge. All kinds of soil 0 to 0.30 m |
| 136 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. In all kind of soil. (For 1.5 m to 3.0 m). |
| 137 | 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) |
| 138 | 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). |
| 139 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 140 | Brick Work with common burnt clay ( non modular) bricks of class - 150 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 141 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 142 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster |
| 143 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. |
| 144 | Providing and fixing C.I. tee at the inlet and outlet of septic tank. |
| 145 | Providing & fixing 75mm dia vent pipes. |
| 146 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 147 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.HD . -20- Circular shape 560mm internal diameter |
| 148 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.With F.P.S. bricks |
| 149 | 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. 300 mm dia |
| 150 | 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, beyond 90 metre & upto 150 metre depth below ground level. 300 mm dia |
| 151 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia |
| 152 | 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 |
| 153 | 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. |
| 154 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm Dia |
| 155 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp |
| 156 | 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 |
| 157 | Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc.50 mm nominal size dia |
| 158 | Supply and Installation of 1.5 HP Submersible pump set complete |
| 159 | C.C Road Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. |
| 160 | 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). |
| 161 | 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).Slab |
| 162 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 163 | Boundary wall Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil |
| 164 | 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) |
| 165 | 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 coarsesand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 166 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 167 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 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) |
| 168 | Brick work with common burnt clay (non modular) bricks of class designation 150 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 169 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 170 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 171 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 172 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 173 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work |
| 174 | Centering and shuttering including strutting, propping etc. and removal of form work for :Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 175 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases of columns, etc. for mass concrete |
| 176 | Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, Pillars, Piers, Abutments, Posts and Struts |
| 177 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 178 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work |
| 179 | Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including getting out & disposal of excavated earth upto 1.5m as directed by Engineer in charge All kind of soil.In all kind of soil upto 1.5m depth |
| 180 | Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including getting out & disposal of excavated earth upto 1.5m as directed by Engineer in charge All kind of soil.In all kind of soil upto 1.5m to 3.0m. depth |
| 181 | Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including getting out & disposal of excavated earth upto 1.5m as directed by Engineer in charge All kind of soil.In all kind of soil upto 3.0m to 4.5m. depth |
| 182 | Brick work with common burnt clay (non modular) bricks of class designation 150 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 183 | 15 mm thick plinth plaster [1 cement : 4 coarse sand] |
| 184 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per pecifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 185 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter |
| 186 | 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-incharge, upto 90 metre depth below ground level.Drilling of 300mm dia bore hole manually. |
| 187 | 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 |
| 188 | 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 |
| 189 | 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. |
| 190 | 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 -incharge. |
| 191 | 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. |
| 192 | Excavating trenches in all kind of soil 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 & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.a) Pipes 80mm to 300mm diameter. |
| 193 | Providing and fixing of UPVC SWR ring fit pipe of class B of ISI mark Confirming to IS code 13592 (make prince, supreme finolex) in internal works of toilet and RWP etc. including fixing with rubber rings etc. including cost of all material, labour etc. complete.. 110mm diameter |
| 194 | Providing and fixing of UPVC SWR ring fit pipe of class B of ISI mark Confirming to IS code 13592 (make prince, supreme finolex) in internal works of toilet and RWP etc. including fixing with rubber rings etc. including cost of all material, labour etc. complete..(a) 160mm diameter |
| 195 | Haunching of SWR pipe 90mm or 110mm or 160mm with pcc 1:5:10 cement concrete ( 1 cement:2 coarse sand:4 stone grit) AR |
| 196 | Constructing brick masonry manhole with 150 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a 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. a) Inside size 60x60 cm & 90 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. |
| 197 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 198 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 199 | Excavating trenches in all kind of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m.up to 1.50 m depthPipes 80 mm to 300 mm diameter |
| 200 | Providing, laying and jointing glazed stone ware pipes grade `A' with stiff mixture of cement mortar in the proportion of 1:1 (1cement : 1 fine sand) including testing of joints etc complete.150 mm diameter |
| 201 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all around S.W. Pipes including bed concrete as per standard design.150 mm diameter S.W.Pipe |
| 202 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm 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 20 mm nominal size) 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 7.5Inside size 90 x 80 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). |
| 203 | Extra for depth for manhole with F.P.S. bricks size 90 X 80 cm |
| 204 | Providing M.S. foot rests including fixing in manholes with 20*20*10 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 x 20 mm square bar. |
| 205 | Making connection of sewer/drain line with existing manhole including breaking into & making good the wall, 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 (1cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 100 to 230 mm diameter |
| 206 | Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); 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 |
| 207 | Making connection of G.I. distribution branch with G.I. mains of following size by providing and fixing Tee, including cutting and threading the pipe etc. complete.25 to 40 mm. Nominal bore |
| 208 | Making connection of G.I. distribution branch with G.I. mains of following size by providing and fixing Tee, including cutting and threading the pipe etc. complete.50 to 80 mm. Nominal bore |
| 209 | Construction of embankment with approved material obtained from borrow pits all lifts and leads, transporting tosite, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MoRT&H clause305 (3.16) & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc requiredfor proper completion of the work. (Carted Earth) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
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Completed
Oct 27, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodayOct 27, 2026
17:00 IST
Bid Submission Deadline
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TodayOct 28, 2026
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