Tender For Construction Of Mahila Police Thana At Teshil Nawabganj District-Barabanki (U.P.) (Notice No. -60/Uppcl/Gm-7/E-Tender/2026-27 Dated: 30.07.2026)
Tender Value
2.58 Crore
Estimated cost
Bid Submission
22 Aug 2026
7 days left
EMD
5.17 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Barabanki → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Mahila Police Thana At Teshil Nawabganj District-Barabanki (U.P.) (Notice No. -60/Uppcl/Gm-7/E-Tender/2026-27 Dated: 30.07.2026)
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Mahila Police Thana at Teshil Nawabganj District-Barabanki (U.P.) |
| 2 | Main Building Civil Work |
| 3 | 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. |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 5 | 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. |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 7 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the existing floor. |
| 8 | With Chlorpyriphos/ Linadane E.C. 20% with1% concentration. |
| 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). (FOR LINTEL ) |
| 10 | Ground Floor |
| 11 | First Floor |
| 12 | 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). (FOR SLAB) |
| 13 | Ground Floor |
| 14 | First Floor |
| 15 | 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). (FOR BEAM ) |
| 16 | Ground Floor |
| 17 | First Floor |
| 18 | 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: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). (FOR RAFT/ FOOTING) |
| 19 | 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 natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(FOR COLUMN) |
| 20 | Ground Floor |
| 21 | First Floor |
| 22 | 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) |
| 23 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 24 | 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) |
| 25 | Ground Floor |
| 26 | First Floor |
| 27 | 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. |
| 28 | Ground Floor |
| 29 | First Floor |
| 30 | Extra for providing and placing in position 2 Nos 6 mm dia. M.S. bars at every third course of half brick masonry. |
| 31 | Thermo-Mechanically Treated bars of grade Fe 500D 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. |
| 32 | Ground Floor |
| 33 | First Floor |
| 34 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4coarse sand) |
| 35 | 12 mm cement plaster of mix :1:6 (1 cement: 6coarse sand) |
| 36 | Ground Floor |
| 37 | First Floor |
| 38 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 39 | Ground Floor |
| 40 | First Floor |
| 41 | 6mm Thick plaster on ceiling in 1:3 cement & fine sand mortar with all complete as per i/c |
| 42 | Ground Floor |
| 43 | First Floor |
| 44 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 45 | Providing and laying vitrified floor tiles 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 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm |
| 46 | Ground Floor |
| 47 | First Floor |
| 48 | 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 |
| 49 | Ground Floor |
| 50 | First Floor |
| 51 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. (Area of slab upto 0.50 sqm) |
| 52 | Area of slab over 0.50 sqm |
| 53 | Ground Floor |
| 54 | 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. |
| 55 | Ground Floor |
| 56 | First Floor |
| 57 | 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 complete. |
| 58 | Ground Floor |
| 59 | First Floor |
| 60 | Providing and fixing 1st quality ceramic glazed floor 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. |
| 61 | Ground Floor |
| 62 | First Floor |
| 63 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, 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. |
| 64 | Ground Floor |
| 65 | First Floor |
| 66 | 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. |
| 67 | 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 teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. |
| 68 | (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 69 | (b) Extra for cutting rebate in flush door shutters (Total area of the shutter to bemeasured). |
| 70 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 71 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete (Hold fast) |
| 72 | Providing & fabricated of door / windows grill. |
| 73 | Z-Section steel windows (openable) |
| 74 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 75 | 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 |
| 76 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part |) 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. |
| 77 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws |
| 78 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.With 2nd class teak wood beading 62X19 mm |
| 79 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface) |
| 80 | Ground Floor |
| 81 | First Floor |
| 82 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 83 | Ground Floor |
| 84 | First Floor |
| 85 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre (For Internal wall surface) |
| 86 | Ground Floor |
| 87 | First Floor |
| 88 | 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. |
| 89 | Ground Floor |
| 90 | First Floor |
| 91 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. |
| 92 | Providing & fixing Stainless steel 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. (a) 250mm x 16mm . |
| 93 | Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc.complete |
| 94 | (a) 250 x 10mm |
| 95 | (b) 200 x 10mm |
| 96 | Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm |
| 97 | 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: |
| 98 | Applying a slurry coat of neat cement using2.75 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 |
| 99 | Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 100 | After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. |
| 101 | Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 102 | The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 103 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture |
| 104 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 105 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes |
| 106 | Construction of drain alongwith apron. |
| 107 | Providing & laying of light cinder filling under floor of toilets & other sunken roofs. |
| 108 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement |
| 109 | @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 110 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge. |
| 111 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Ordinary cement without any pigment |
| 112 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 113 | P/F of Polycarbonate sheet on truss for Skylight opening. |
| 114 | Centering and shuttering including strutting, propping etc. and removal of form for all |
| 115 | UPTO PLINTH LVL. |
| 116 | Foundations, footings, bases of columns, etc.for mass concrete. |
| 117 | ABOVE PLINTH LVL. |
| 118 | Suspended floors, roofs, landings, balconiesand access platform. |
| 119 | Lintels, beams, plinth beams, girders,bressumers and cantilevers. |
| 120 | Columns,Pillars, Piers, Abutments, Posts andStruts. |
| 121 | INTERNAL PLUMBING WORKS |
| 122 | Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. |
| 123 | White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests |
| 124 | Providing and fixing white glazed earthen wate (European type) W.C. Pan 580mm dia,(10 ltr) C.I. Flushing Cistern complete with G.I. Pull chain,M.S.Bracket of Engineer-in-Charge.(Standered size) |
| 125 | Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. |
| 126 | a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 127 | Providing and fixing white vitreous china flat back half stall urinal of size 580*380*350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in D.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: |
| 128 | Range of single half stall urinals with 5 litre PV.C. automatic flushing cistern. |
| 129 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 130 | Semi rigid pipe |
| 131 | 32 mm dia |
| 132 | 40 mm dia |
| 133 | Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 134 | Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per I.S. 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 : |
| 135 | Kitchen sink with drain board |
| 136 | 510x1040 mm bowl depth 250 mm |
| 137 | Providing and fixing PTMT Bottle Trap for Wash basin and sink |
| 138 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms |
| 139 | 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. |
| 140 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 141 | CP Brass fittings |
| 142 | Providing and fixing unplasticised PVC connection pipe with brass unions |
| 143 | 45 cm length |
| 144 | 15 mm nominal bore |
| 145 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 |
| 146 | a) 15 mm nominal bore |
| 147 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 148 | a) 15 mm nominal bore |
| 149 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 |
| 150 | a) 15 mm nominal bore |
| 151 | Providing and fixing C.P. brass shower rose with 15 or 20mm inlet |
| 152 | 150 mm diameter |
| 153 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: |
| 154 | 15mm nominal bore |
| 155 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 156 | 110mm |
| 157 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) |
| 158 | 100 /90 mm dia |
| 159 | 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 10mm gap for thermal expansion. |
| 160 | 110 mm |
| 161 | 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 10mm gap for thermal expansion. |
| 162 | Bend 87.5 degree |
| 163 | 110 mm Bend |
| 164 | Shoe (Plain) |
| 165 | 110 mm Shoe |
| 166 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 167 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 168 | 110 mm |
| 169 | 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. |
| 170 | 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. |
| 171 | Concealed work including cutting chases and making good the walls etc. |
| 172 | 25mm dia nominal outer dia pipes |
| 173 | 50mm dia nominal outer dia pipes |
| 174 | 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 1.00 m 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. |
| 175 | Internal work-Exposed on wall |
| 176 | 15 mm nominal outer dia Pipes |
| 177 | 20 mm nominal outer dia Pipes |
| 178 | 25 mm nominal outer dia Pipes |
| 179 | 32 mm nominal outer dia Pipes |
| 180 | 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 1.00 m 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 testing of joints complete as per direction of Engineer in Charge. |
| 181 | Concealed work, including cutting chases and making good the walls etc. |
| 182 | 20 mm nominal outer dia Pipes |
| 183 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 184 | 25mm dia nominal bore |
| 185 | 32 mm dia, nominal bore |
| 186 | 40 mm dia, nominal bore |
| 187 | 50mm dia nominal bore |
| 188 | Providing and fixing brass stop cock of approved quality. |
| 189 | b) 20 mm nominal bore |
| 190 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. |
| 191 | Capcity in Per Liters |
| 192 | Providing and fixing in floor and wall face Ringfit UPVC ASTRAL ULTRADRAIN Conventional system for soil and waste water pipes conforming to (HSN CODE: 3917) Type B including jointing with seal ring. (i) Double socketed pipes. |
| 193 | a) 110mm dia P.V.C. pipe |
| 194 | b) 90mm dia P.V.C. pipe |
| 195 | Providing & fixing UPVC Floor trap of self cleansing design with CP Jali complete in all respects. (Make : Supreme / Finolex / Prince) |
| 196 | P-Trap type Floor Trap 110 x 90 mm |
| 197 | Providing and fixing terminal guard. |
| 198 | a) 110mm |
| 199 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. |
| 200 | 110mm bend |
| 201 | 90 mm bend |
| 202 | Coupler |
| 203 | 110mm |
| 204 | Single tee with door |
| 205 | 90x90x90 mm |
| 206 | 110x110x110 mm |
| 207 | Providing and fixing C.P. brass Two-way angle valve for EWC points & for fixing Ablution Health Fauct of approved quality conforming to15 mm nominal bore |
| 208 | Providing and fixing clean out plug |
| 209 | 110 mm dia. |
| 210 | Providing and fixing on wall face unplasticised-Rigid PVC pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. |
| 211 | 160mm dia Under floor |
| 212 | Providing and fixing pvc Inlet fitting with 2 inlets 80 mm size fabricated from 110 mm dia PVC pipes(approx. length=150mm to 300mm) and fixed to PVC trap with joint and set in cement concrete as per standard drawing complete. |
| 213 | INTERNAL ELECTRIFICATION WORK |
| 214 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 215 | Group C |
| 216 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. |
| 217 | 2 X2.5 sq. mm + 1X2.5 sq. mm earth wire |
| 218 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 219 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 220 | 4 X 6 sq. mm + 2 X 6 sq. mm earth wire |
| 221 | 4 X 10 sq. mm + 2X6 sq. mm earth wire |
| 222 | 4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 223 | 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. |
| 224 | 2 Pair |
| 225 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. |
| 226 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 227 | 20 mm |
| 228 | 25 mm |
| 229 | 32 mm |
| 230 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 231 | 5/6 A switch |
| 232 | 15/16 A switch |
| 233 | 3 pin 5/6 A socket outlet |
| 234 | 6 pin 15/16 A socket outlet |
| 235 | Telephone socket outlet |
| 236 | TV antenna socket outlet |
| 237 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 238 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 239 | Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required. |
| 240 | 1 or 2 Module (75mmX75mm) |
| 241 | 3 Module (100mmX75mm) |
| 242 | 4 Module (125mmX75mm) |
| 243 | 6 Module (200mmX75mm) |
| 244 | Up to 450 mm sweep |
| 245 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. |
| 246 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. |
| 247 | 1 run of cable |
| 248 | Supplying & fixing suitable size Gl box with modular plate and cover in fronton surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required. |
| 249 | Supplying and fixing PVC batten/ angle holder including connections etc. as required. |
| 250 | Sub-Head : MCCB, MCB & OB'S |
| 251 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. |
| 252 | 100 A.30KA.FPMCCB |
| 253 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator) |
| 254 | 4 way (4 + 12), Double door |
| 255 | 6 way (4 + 18), Double door |
| 256 | 8 way (4 + 24), Double door |
| 257 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) |
| 258 | 4 way (4 + 12), Double door |
| 259 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 260 | Single pole |
| 261 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 262 | Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 263 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 264 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. |
| 265 | Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 266 | Supplying and laying 6 SWG G.l. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with Gl thimble etc. as required. |
| 267 | Supplying and laying 25 mm X 5 mm G.l. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm) |
| 268 | Providing and fixing 25 mm X 5 mm G.l. strip on surface or in recess for connections etc. as required. |
| 269 | Providing and fixing 6 SWG dia G.l. wire on surface or in recess for loop earthing as required. |
| 270 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.(DSR Civil 2023 Item no. 10.18.) |
| 271 | Supply & Fixing of AC 1200mm Sweep, 230/250 Volts, 50 Hz ceilling fan without regulator, standard down rod, blades etc. complete as required. (Standard - Plain Ceiling Fans) |
| 272 | Supply & Fixing of AC 230mm Sweep, 230/250 Volts, 50 Hz exhaust fan (Light Duty) with blades,cover etc. complete as required |
| 273 | Supply & Fixing of Factory made 12 to 20 Watt LED Bulb fitting,cool day light,(65000 K temp.) suitable for Batton/Angle holder including making connection.Complete in all respect. |
| 274 | Supply, Installation, Testing and Commissioning of LED 4ft Linear with a nominal system lumen output of 2000 lumens and a minimum system efficacy of >130 lm/w @6500K. The luminaire shall have a rated system lifetime of 50,000 burning hours at L70. The luminaire should have a color temperature of 6500K and CRI>80,SDCM<=5. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.95. The Luminaire should (Flicker Free Ripple < 5% ), Hi-low cutoff circuit with auto restart feature & 4KV surge for better protection against voltage fluctuation/spikesThe luminaire housing should made of CRCA with a PC glossy diffuser. The total power consumption should not exceed 16 W (including driver). Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters. Fixture and driver have to be BIS certified as per the govt rule. (22w) |
| 275 | Supply of LED Mirror light batten light of 2ft length with a system wattage of 10-11W with a nominal system lumen output of 1100-1200 lumens and a minimum system efficacy of 110lm/W. CCT shall be 4000K and CRI ≥ 80. Housing shall be extruded aluminimum with powder coating & with IP20 protection. The luminaire shall meet IP20 rating with THD≤20% and PF ≥ 0.90. The luminiare manufacturer shall provide LM79 report from NABL accrediated lab & LM80 report issued by LED manufacturer. |
| 276 | Supply & Fixing of LAN socket outlet modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 277 | Supply and fixing of Three phase multifunctional electronic energy meter 10 to 60 Amp. Capacity fitted in intergral box on wall complete in all respect. |
| 278 | 16 sq. mm 4 core |
| 279 | 300 sq. mm 3-1/2 core |
| 280 | Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. |
| 281 | 16 sq. mm 4 core |
| 282 | 300 sq. mm 3-1/2 core |
| 283 | Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as perdirection of the Engineer-Incharge. |
| 284 | 16 sq. mm |
| 285 | 300 sq. mm |
| 286 | 63 Amp. MCCB-1 No & 32 Amp. MCCB-2 Nos.+(63 Amp FP MCB-3+100 AMP FP MCB-3 NOS.)(DSR-2.13.2) |
| 287 | FIRE FIGHTING WORK |
| 288 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : |
| 289 | 100 mm |
| 290 | 80 mm |
| 291 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : |
| 292 | 100 mm |
| 293 | Providing and fixing in position the industrial type pressure gauges with gun metal / brass valves complete as required |
| 294 | Supplying, laying/ fixing, testing and commissioning of following nominal sizes of chilled water piping inside the building (with necessary clamps, vibration isolators and fittings but excluding valves, strainers, gauges etc.) duly insulated with 80 kg/cum density resin bonded fiber glass or 144 Kg/ cu m density mineral wool (non Combustible) pipe section insulation covered with a layer of 120 gm/sqm polythene sheet (vapour barrier) and finally applying 0.63mm aluminium sheet cladding complete with type3 , grade 1 roofing feltstrip(as per IS:1322 as amended up to date ) at joints and repairing of damage to building etc. as per specifications and as required. |
| 295 | Note: The Pipes of sizes 150mm & below shall be M.S. 'C' class as per IS : 1239 and pipes size above 150mm shall be welded black steel pipe heavy class as per IS: 3589, from minimum 6.35mm thick M.S. Sheet for pipes upto 350 mm dia. and from minimum 7mm thick MS sheet for pipes of 400 mm dia and above. |
| 296 | 100 mm |
| 297 | 80 mm |
| 298 | 25 mm |
| 299 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 5000.00 Ltr. |
| 300 | Supplying & fixing single headed internal yard hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel, ISI marked, confirming to IS 5290(type A) with blank Gunmetal/Stainless Steel cap and chain as required: Single headed Gunmetal |
| 301 | Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : |
| 302 | 4 way - 150 mm dia M.S. Pipe |
| 303 | Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required.20 mm nominal internal dia water hose thermoplastic(Textile reinforced) type -2 as per IS: 1258520 mm nominal internal dia gun metal globe valve & nozzle.Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. |
| 304 | Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. |
| 305 | Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : Gun Metal |
| 306 | Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle confirming to IS:903 suitable for instantaneous connection to interconnect hos pipe coupling as required. Gun Metal |
| 307 | Supplying, Installation, Testing & Commissioning of Electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: |
| 308 | (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal confirming to IS 1520. |
| 309 | (b) Suitable HP Squirrel cage indution motor, TEFC type synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, confirming to IS-325. |
| 310 | (c) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. |
| 311 | (d) Suitable cement concrete foundation duly plastered with anti vibration pads. |
| 312 | 450 lpm at 35 m Head |
| 313 | Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. |
| 314 | Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : |
| 315 | 32mm nominal bore. |
| 316 | Supplying, installation, testing & commissioning of heat detector operating at 54ºC/57ºC with rate of rise cum fixed temperature (dual thermistor) type with mounting base complete with all connection etc. as required. |
| 317 | Surface dressing of road with Painting between using 2.25 kg. of bitumen per sq.mt with 1.65 cum of stone chipping ,13.2 mm nominal size/100 sq.mt of road surface including corolidation .(Although this job the fore will be given to civil contractor /Required Tank and pump house as per direction of Fire Department) |
| 318 | Supplying Installation testing & Commissioning of 25 mm Ball valve PN -1 gunmental as per IS:778 including necessary accessories and connections. Make : Standard Make |
| 319 | Providing/Fixing of Fire Hose cabinet box made out of 18 gauge MS sheet including two coats of post office red paint over one coat of primer with 4 mm, thick glass door in front painted “FIRE” in red luminous paint. The size of the box should be 750 mm X 600 mm X 250 mm size capable of accommodating a pair of hose with coupling and nozzle. The box should be floor mounted type with railway coach lock arrangement and lever for opening the door after breaking the glass complete. Make : Standard Make |
| 320 | Providing/Fixing of cubical type floor mounted Fire pump control panel fabricated from 16 G M.S. sheet duly powder coated finish of approved shade and comprising of :a) One 63 amp. TP+NL M.C.C.B with rotary handle of beacking capacity 35 KA.b)One Volt meter (0-500 V) with selector switch.c) One set including lamps. Make : Standard Make |
| 321 | Supplying and laying of Insulated PVC sheathed ,Steel Aromed ,Copper Aluminum Conductor, 1100V grade Powder Cable . The cable shall be laid in tray /in trenches/on wall /floor etc. As required (Approx quantities only). Make : RR Kabel / Policab / Finolex |
| 322 | 2 crore x 1.5 sq.mm Cu Cable |
| 323 | 3.5 crore x 25 sq.mm AL Cable |
| 324 | Supplying and fixing of Self Glow Exit signage for stairs and exits size 100 x 300. |
| 325 | Fire man axe. Make: Firetol / Swastik / Innovative |
| 326 | Supply & fixing of fire extinguishers, CO2 type 6.50 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. |
| 327 | Supply & fixing of fire extinguishers, ABC type 6.00 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. |
| 328 | Rain Water Harvesting |
| 329 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 330 | In all kind of soil upto 1.5m depth |
| 331 | In all kind of soil upto 1.5m to 3.0m. depth |
| 332 | In all kind of soil upto 3.0m to 4.5m. depth |
| 333 | In all kind of soil upto 4.5m to 6.0m. Depth |
| 334 | Providing and laying in position cement concrete of specified grade excluding the ccost of centering and shuttering -All work up to plinth level: |
| 335 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 336 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 337 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 338 | Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases 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 :3 graded stone aggregate 20mm nominal size) |
| 339 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 340 | Mild steel and Medium Tnsile steel bars. |
| 341 | Centring and shuttering including struting , proping etc and removal of form for : |
| 342 | Suspended floors, roofs, landings, balconies and access platform. |
| 343 | 15mm cement plaster on rough side of single or half brick wall mix |
| 344 | 1:4 (1 cement : 4 coarse sand) |
| 345 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: |
| 346 | With 20x20mm square bar |
| 347 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 348 | M.D. -10- Circular shape 500mm internal diameter |
| 349 | 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. |
| 350 | Drilling of 300mm dia bore hole manually. |
| 351 | 150 mm nominal size dia |
| 352 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 353 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, 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. |
| 354 | Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 355 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 356 | 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, |
| 357 | 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. |
| 358 | Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. |
| 359 | Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. |
| 360 | 150mm diameter |
| 361 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. |
| 362 | 150mm diameter S.W. Pipe |
| 363 | Constructing brick masonry manhole with 75 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 |
| 364 | (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 |
| 365 | (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. |
| 366 | a) Inside size 60x60 cm & 60 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. |
| 367 | Boundry wall |
| 368 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 369 | 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 : 8 graded stone aggregate 40 mm nominal size) |
| 370 | R.C.C. work in lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) |
| 371 | R.C.C. work in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete) |
| 372 | R.C.C. work in R.C.C. columns in 1:1.5:3 having strength not less than M-20. |
| 373 | Thermo-Mechanically Treated bars of grade Fe-500D or more work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. |
| 374 | 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). |
| 375 | 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 |
| 376 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 377 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 378 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 379 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(GRILL) |
| 380 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture.(steel paint). |
| 381 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 382 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 383 | Foundations, footings, bases of columns, etc. for mass concrete |
| 384 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick |
| 385 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 386 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 387 | 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 : 8 graded stone aggregate 40 mm nominal size) |
| 388 | R.C.C. work in lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) |
| 389 | R.C.C. work in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete) |
| 390 | R.C.C. work in R.C.C. columns in 1:1.5:3 having strength not less than M-20. |
| 391 | Thermo-Mechanically Treated bars of grade Fe-500D or more work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. |
| 392 | 12 mm 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 , F.M. 2.25 |
| 393 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 394 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (Gate steel work) |
| 395 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture.(steel paint). |
| 396 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (c.c. moulding ) |
| 397 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 398 | Foundations, footings, bases of columns, etc. for mass concrete |
| 399 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 400 | CATTLE TRAP |
| 401 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 402 | 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 : 8 graded stone aggregate 40 mm nominal size) |
| 403 | R.C.C. work in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete) |
| 404 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 405 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 406 | Providing and fixing T-iron frames for doors,windows and ventilators of mild steel Tee-sections,joints mitered and welded with 15*3mm lugs 10 cm long embededded in cement concrete blocks 15*10*10 cm of 1:3:6 ( 1 cement : 3 course sand :6 graded stone aggregate 20 mm nominal size ) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary but hinges and screws and applying a priming coat of approved steel primer. |
| 407 | G.I. Pipe (80 MM DIA) (DSR-18.12.8) |
| 408 | TUBE WELL BORING WITH PUMP |
| 409 | 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. |
| 410 | Upto 90 metre depth below ground level. |
| 411 | Beyond 90 metre & upto 150 metre depth below ground level. |
| 412 | 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. |
| 413 | 150 mm nominal size dia |
| 414 | Supplying, assembling, lowering and fixing in vertical position in bore wellunplasticized PVC medium well screen (RMS) pipes with ribs, conformingto IS: 12818, including hire & labour charges, fittings & accessories etc.all complete, for all depths, as per direction of Engineer-in-charge. |
| 415 | 150 mm nominal size dia |
| 416 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mmto 2 mm in recharge pit, in required thickness over gravel layer, for all leads& lifts, all complete as per direction of Engineer -in-charge. |
| 417 | Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity air compressor,running the compressor for required time till well is fully developed,measuring yield of well by “V” notch method or any other approved method,measuring static level & draw down etc. by step draw down method,collecting water samples & getting tested in approved laboratory, i/cdisinfection of tubewell, all complete, including hire & labour charges ofair compressor, tools & accessories etc., all as per requirement anddirection of Engineer-in-charge. |
| 418 | Providing and fixing M.S. clamp of required dia to the top of casing/housingpipe of tubewell as per IS: 2800 (part I), including necessary bolts & nutsf required size complete. |
| 419 | 150 mm nominal size dia |
| 420 | Providing and fixing Bail plug /Bottam plug of required dia to the bottam of pipe assembly of tubewell as per IS:2800 (PART-1) |
| 421 | 150 mm nominal size dia |
| 422 | Providing and fixing C.I. sluice valve . |
| 423 | 100 mm nominal bore. Class I |
| 424 | Providing and fixing G.I. pipes complete with G.I. fittings including trenchingand refilling etc. 65 mm dia nominal bore |
| 425 | Boring to building |
| 426 | Column Pipe |
| 427 | Supply of tubewell motar pump of 500 lit/min discharge w.h. of control panel, support wire etc. complete 5.0 H.P. one emergency pump .KSB/EQ. |
| 428 | Water supply tanker of 5000 litre capacity |
| 429 | Supply and fixing of nylon jali around the slotted pipescomplete as required. Up to 10 meter |
| 430 | Water testing report |
| 431 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 432 | 35 sq. mm 3-1/2 core |
| 433 | P.C.C. ROAD |
| 434 | Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in alead of 50m. (DSR-2.8.1) |
| 435 | Providing and laying in cement concrete 1:4:8 (1 cement : 4 fine sand : 8 graded bricks aggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. |
| 436 | (DSR-4.1.8) |
| 437 | GSB (DSR-16.78.2) |
| 438 | Class 150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus mortar in foundation and plinth including supply of all materials,labour and tools and plants etc.required for proper completion of the work. (DSR-6.1.2) |
| 439 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per (DSR-16.43.2) |
| 440 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. DSR- 16.46.1 |
| 441 | Using grade 'A' sealing compound. |
| 442 | OPEN SURFACE DRAIN |
| 443 | Excavation in foundation . |
| 444 | Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8 graded stone ballast 40 mm. nominal size). |
| 445 | Class-150 brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including |
| 446 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement. |
| 447 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) plinth plaster. |
| 448 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.In Campus Area |
| 449 | External Electrification work |
| 450 | Erection of steel tubular or rail pole strut in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded sotne aggregate 40mm nominal size) foundation including excavation and refilling and secured with holding clamps, bolts, nuts, etc. as required. |
| 451 | Painting with aluminium paint of approved brand and manufacture to given an even shed. |
| 452 | Two or more coats on new work |
| 453 | Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required. |
| 454 | 40mm dia |
| 455 | Supplying and drawing following size of FRLS PVC insulated copper conductor, single core cable in existing surface/ recessed medium class PVC conduit as required. |
| 456 | 3X2.5 sqmm |
| 457 | Earthing with GI earth pipe, 600 mm X 600 mm X 6 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc, with charcoal/cock and salt as required. |
| 458 | Supplying and Laying of 25 mm X 3 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection / terminating with nut, bolt, spring, washer etc. as required.( jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 459 | Supplying and Laying of 6 SWG G.I wire at 0.50 metre below ground level for conductor earth electrode, including connection / terminating with G.I. thimble etc. as required. |
| 460 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. |
| 461 | Upto 35 sq. mm |
| 462 | Above 185 sq. mm and Upto 400 sq. mm. |
| 463 | Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 464 | 2 X 6 sqmm. (19mm) |
| 465 | 2 X 10 sqmm. (19mm) |
| 466 | 4 X 10 sqmm. (25mm) |
| 467 | 3.5 X 240 sqmm. (62mm) |
| 468 | 3.5 X 300 sqmm. (70mm) |
| 469 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc as required. |
| 470 | 100 mm Dia |
| 471 | Supplying, installation, testing & commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars/lighting DBs for automatic switching On & Off of street lights at sunset & sun risr or twillight(Auto On, Auto Off, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c progamming at site complete required. |
| 472 | 02 output per phase and suitable for single phase supply |
| 473 | Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. Make-Polycab or Eq |
| 474 | 6 sqmm 2 core |
| 475 | 10 sqmm 2 core |
| 476 | 10 sqmm 4 core |
| 477 | 240 sqmm 3.5 core |
| 478 | 300 sqmm 3.5 core |
| 479 | L.T. FEEDER PILLAR-1 |
| 480 | Supplying assembling erecting connecting, testing and commissioning of feeder pillar with over voltage and under voltage relay with auto re-setting, manufactured using 1.9/1.6 mm thick CRCA sheet steel with power coated paint double door (front operated)with canopy base channel and cable gland entry from bottom for cable using, suitable alluminium busbar with provision of incoming & outgoing MCCB/MCB of L&T/Schneider/GE/ABB or Eq. make. Installation of feeder pillar of suitable c.c. foundation etc complete in all respect. |
| 481 | Incoming : |
| 482 | 1No. Of 400 Amps TPN MCCB of 36 KA service breaking capacity and 400 Amp trip setting. |
| 483 | Metering : Voltmeter, Ammeter, Indication |
| 484 | Bus Bar : |
| 485 | 1 Set of 400 Amps TPN Aluminium Bus Bars of suitable length and of cross section . Bus bar shall be insulated by heat shrinkable sleaves & clip on shrouds for joints. Bus bar shall be designed to with stand a fault level of 36 KA at 415 volts. |
| 486 | 3Nos. Phase indicating lamp each lamp shall have one toggle switch . |
| 487 | Outgoing : |
| 488 | Phase indication lamps on each outgoing to be provided. |
| 489 | 400Amp 4P MCCB -1Nos. |
| 490 | 40Amp 4P MCB -2Nos. |
| 491 | 32Amp SP MCB -1Nos. |
| 492 | SUPPLY OF LIGHT FIXTURES : |
| 493 | Supply of 7.50 m long steel tubular pole designated 410 SP-6 with single arm bracket including Clamps,bolts,nuts etc.complete in all respects. |
| 494 | Supply of LED street light fitting having die cast aluminium body and diffuser/reflector with driver set suitable for 75 watt to 90 Watt confirming to IP 66 protection complete in all respect. |
| 495 | EXTERNAL PLUMBING WORKS |
| 496 | 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, |
| 497 | 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. |
| 498 | Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. |
| 499 | Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. |
| 500 | 150mm diameter |
| 501 | 200mm diameter |
| 502 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. |
| 503 | 150mm diameter S.W. Pipe |
| 504 | 200mm diameter S.W. Pipe |
| 505 | 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 |
| 506 | Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). |
| 507 | With FPS bricks of class designation 75 |
| 508 | (i) For Sewer Line |
| 509 | Extra for depth of man hole size 90x80 cm |
| 510 | Inside size 90x120 cm & 90 cm deep including C.I. cover with frame (medium duty) total wt. of cover & frame to be not less than 116 Kg (wt. of cover 58 Kg & wt. of frame 58 Kg. |
| 511 | Extra for depth of man hole size 90x120 cm |
| 512 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm 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 specifications and having manufactures'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 20mm nominal size) complete as per design. |
| 513 | 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 20mm nominal size) cement plastered on both sides with cement mortar ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
| 514 | For pipes 100 to 250mm diameter |
| 515 | 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, |
| 516 | 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. |
| 517 | Pipes, cables etc. not exceeding 80mm dia. |
| 518 | Provding and fixing gun metal non return valve of approved quality (screwed end) |
| 519 | 65 mm nominal bore |
| 520 | Vertical |
| 521 | Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. |
| 522 | External work |
| 523 | 25mm nominal bore. |
| 524 | 50mm nominal bore. |
| 525 | 65mm nominal bore. |
| 526 | Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work. |
| 527 | 25 mm diameter pipe |
| 528 | 50 mm diameter pipe |
| 529 | 65mm diameter pipe |
| 530 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. |
| 531 | 25 mm nominal bore |
| 532 | 50 mm nominal bore |
| 533 | 65 mm nominal bore |
| 534 | Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm 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 : |
| 535 | With F.P.S. bricks |
| 536 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 537 | 25 to 40 mm dia nominal bore |
| 538 | 50 to 80 mm dia nominal bore |
| 539 | SEPTIC TANK |
| 540 | Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. |
| 541 | In all kind of soil upto 1.5m depth |
| 542 | In all kind of soil upto 1.5m to 3.0m. depth |
| 543 | In all kind of soil upto 3.0m to 4.50m. depth |
| 544 | Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 20mm nominal size) |
| 545 | Reinforced cement concrete work in slab with 1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm normal size). |
| 546 | Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) |
| 547 | BAFFLE WALL |
| 548 | Reinforcement for R.C.C. work including, straightening, cutting bending binding and placing in position complete. |
| 549 | qty same as ITEM NO.-3 |
| 550 | Centring and shuttering including struting , proping etc and removal of form for slab. |
| 551 | 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 course sand) |
| 552 | INSIDE(RW-1) |
| 553 | INSIDE(RW-2) |
| 554 | MAN HOLE |
| 555 | BAFFLE WALL |
| 556 | MAN HOLE |
| 557 | DEDUCTION (-) |
| 558 | OPENING IN HOLE |
| 559 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 gradeed stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2( 1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 560 | 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. |
| 561 | Providing and fixing C.I. tee at the inlet and outlet of septic tank. |
| 562 | Providing & fixing 75mm dia vent pipes. |
| 563 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 564 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 565 | M.D. -10- Circular shape 500mm internal diameter |
| 566 | L.D. -2.5- Circular shape 450mm internal diameter |
| 567 | 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. |
| 568 | With F.P.S. bricks |
| 569 | GST Extra as applicable Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysAug 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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