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| 1 | Earth work in excavation by mechanicalmeans (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | All kinds of soil. |
| 3 | Fillingavailableexcavatedearth (excludingrock)intrenches,plinth.sidesof foundationsetc.inlayersnotexceeding 20cmindepth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and for all lift |
| 4 | Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | 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) |
| 7 | Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40incementconcreteACC/Flooring/waterretaining structures by using 125gms of synthetic Polyester triangular fibre for 50 Kg cement used as per directions of Engineer-in-Charge, |
| 8 | 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 : |
| 9 | 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) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | 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. |
| 15 | Steel work in built up tubular (round, square or rectangular hollow tubesetc.)trussesetc.,includingcutting,hoisting,fixingin position and applying a priming coat of approved steel primer, including welding andbolted withspecial shaped washers etc. complete. |
| 16 | Electric resistance or induction butt welded tubes |
| 17 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 18 | Providing and fixing bolts including nuts and washers complete. |
| 19 | 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). |
| 20 | Dark shade pigment using ordinary cement |
| 21 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 22 | 110 mm diameter |
| 23 | Providing and fixing onwall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 24 | Bend 87.5°110 mm bend |
| 25 | Demolishing cement concretemanually/ bymechanicalmeans includingdisposalofmaterialwithin 50metresleadasper direction of Engineer - in - charge. |
| 26 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 27 | Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead : |
| 28 | Thickness up to 40 mm |
| 29 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix,usingcoarsesandandgradedstoneaggregate of40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by usingneedleandsurfacevibrators,levellingtorequiredslope/ camber, finishing with required texture, including steel form work withsturdyM.S.channelsections,curing,makingprovisionfor contraction/expansion,construction &longitudinal joints(10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint fillerand sealants,complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:-CementcontentconsideredinM-30is @ 340kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. |
| 30 | Cement concrete prepared with batch mixing machine |
| 31 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multimodals location etc., laid on 20mm thick base of cement mortar 1:4(1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc.complete as per direction of Engineer-in-Charge. |
| 32 | 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 : |
| 33 | Kitchen sink without drain board610x510 mm bowl depth 200 mm |
| 34 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 35 | Flexible pipe40 mm dia |
| 36 | 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. Internal work - Exposed on wall |
| 37 | 25 mm nominal dia Pipes |
| 38 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work |
| 39 | 50 mm nominal dia Pipes |
| 40 | 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: |
| 41 | 50 to 80 mm nominal bore |
| 42 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). BRASS FITTINGS |
| 43 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type orof approved makeincluding tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge |
| 44 | 75mm average thickness |
| 45 | Providing and fixing polyurethane tactile studs with suitable adhesive i/c the cost of preparing the surface by cleaning the surface with suitable methods as direction of Engneer- in-charge. |
| 46 | Providing and fixing stainless steel ( Grade 316) 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, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 47 | Providing and fixing polyurethane tactile strips with suitable adhesive i/c the cost of preparing the surface by cleaning the surface with suitable methods as direction of Engneer- in-charge. |
| 48 | Providing and fixing ball valve (CPVC) of approved quality etc complete as per the direction of Engineer- in-Charge. |
| 49 | 50mm dia nomimal bore |
| 50 | 25mm dia nominal bore |
| 51 | Providing and pasting sun protection/ sun control/ultra voilet film of approved thickness and make to existing surface of glass as per the direction of Engineer-in charge. |
| 52 | Providing and fixing both sides UV stablized polycarbonate sheet roofing at any pitch including fixing withself drilling/self tapping screws etc complete. The sheet shall be opaque or transulent, clear or pigmentd, textured or smooth as specified. |
| 53 | 6mm thick |
| 54 | Extra for providing and fixing wind ties of 40x 6mm flat aluminium section. |
| 55 | Providing and fixing in position eaves or facia board with 18mm thick WPC board of approved quality and 30cmwide including nailing etc complete as per the direction of Engineer-in-charge. |
| 56 | Providing and fixing PVC reducer of approved brand. |
| 57 | PVC reducer 150mm to 100mm |
| 58 | Providingandfixingunplasticised PVCpipeclipsof approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mmhard wood plugs,screwed with M.S. 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. |
| 59 | 110 mm |
| 60 | Supplying, installation, testing and commissioningof 1.02 HP/0.75 KW Single Phase Monobloc Pump Set with Suc. x Del. : 25 mm x 25 mm having a discharge of 1.5 lps at a head of 23.0 (Make: Kirloskar, Model : KDS-134+ 1.02 HP NORYL MS,Code : D11010101320 or equivalent) with 25mm brass foot valve including wiring forpower plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required (10m length) with Piano type switch and socket combined with box, 15/16 Amps including connection etc as per the direction of Engineer in Charge |
| 61 | Providing and fixingsign board for passenger hall with 5mm thick polycarbonate sheet and printed vinyl sheet ec complete as per the direction of Engineer-in-charge. |
| 62 | Disposal of debrisincluding loading intoTruck and dumping the same to a lead of 05 kms by Mechanical transport complete as per the Direction of Engineer-in-charge ( Truck capacity 4.50 cum per trip). |
