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| 1 | Earth work in excavationbymechanical means( Hydraulicexcavator ) / manual means infoundationtrenches or drains ( not exceeding 1.5 m in width or 10 sqm onplan )including dressingof sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil anddisposal of surplus excavatedsoil asdirected, within a lead of 50 m : |
| 2 | All kinds of soil. |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 4 | All kinds of soil |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 6 | Clearing jungle includinguprootingof rankvegatation, grass,brushwood, trees and saplings of girthup to 30 cm measuredataheightof 1 mabove ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 7 | Providing and laying in positioncement concreteofspecifiedgrade excluding the cost of centering and shuttering :All work upto plinth level : |
| 8 | 1 : 2 : 4(1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size). |
| 9 | 1 : 5 : 10 (1 Cement : 5 coarse sand :10gradedstoneaggregate 40 mm nominal size). |
| 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) : 3 graded stone aggregate 20 mm nominal size). |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete |
| 13 | Suspended floors, roofs, landings, balconies and access platform |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 17 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 18 | Brick work with common burnt clay F.P.S.bricksof classdesignation 35 infoundation and plinth in : |
| 19 | Cementmortar 1 : 4( 1 cement : 4 coarse sand). |
| 20 | Cementmortar 1 : 6( 1 cement : 6 coarse sand). |
| 21 | Structural steel work riveted, bolted or welded in built up sections trusses and framed work including cutting, hoisting,fixingin positionand applying a priming coat of approved steel primer all complete. |
| 22 | 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. |
| 23 | 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. |
| 24 | Providing and fixing onwall face unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A including jointing with sealring conformingtoIS : 5382leaving 10 mm gapforthermal expansion : Single socketed pipes : |
| 25 | 110 mm diameter. |
| 26 | Providingandfixing on wallface unplasticised - PVCmouldedfittings /accessories for unplasticised RigidPVC rain water pipesconforming to IS : 13592Type Aincludingjointingwith seal ring conforming toIS : 5382 leaving 10 mmgapforthermal expansion : |
| 27 | Bend 87.5 degree : |
| 28 | 110 mm bend. |
| 29 | Shoe (plain) : |
| 30 | 110 mm shoe. |
| 31 | Providing andfixingunplasticised-PVC pipe clipsof approved designto unplasticised - PVCrain water pipes bymeansof 50 x 50 x 50 mm hardwood plugs,screwedwith M.S.screwsof requiredlength including cutting brickworkand fixing in cement mortar1 : 4( 1cement : 4 coarse sand)and making goodthe walls etc complete : |
| 32 | 110 mm. |
| 33 | 12 mm cement plaster of mix : |
| 34 | 1 : 6 (1 cement : 6 fine Sand ). |
| 35 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 36 | 1:6 (1 cement: 6 fine sand) |
| 37 | Neatcementpunning. |
| 38 | Repairs to plaster of thickness 12 mm to 20 mmin patches ofarea 2.5 sq meters20 mmin patches ofarea 2.5 sq meters and underincludingcuttingthe patch in propershape, raking out jointsand preparing and plastering thesurface of the walls complete including disposal of rubbishtodumpinggroundwithin50 metres lead : |
| 39 | With cement mortar1 : 4(1 cement :4 coarse sand). |
| 40 | Disposal of materials like excavted earth,moorum, excavated rocks, building rubbish, malba, sludge etc. by mechanical transportto the dumping ground including loading, unloading, stacking, spreading and levelling etc. as per requirement within municiple limits complete as per direction of Engineer in charge. |
| 41 | Removal of choakage from C.I. / HDPE pipes and fittings SW pipes etc. upto gullytraps cleaning and disposal of all types of rubbish and sludge as directed by Engineer in charge. |
| 42 | Demolishing cement concrete & CC Flooring manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 43 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 44 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 45 | In cement mortar |
| 46 | 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 |
| 47 | 15 mm nominal outer dia. Pipes. |
| 48 | 20 mm nominal outer dia. Pipes. |
| 49 | 25 mm nominal outer dia .Pipes. |
| 50 | 40 mm nominal outer dia. Pipes. |
| 51 | 50 mm nominal outer dia. Pipes. |
| 52 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting andmakinggood the walls etc.Internal work - Exposed on wall : |
| 53 | 15 mm dia nominal bore. |
| 54 | 20 mm dia nominal bore. |
| 55 | 25 mm dia nominal bore. |
| 56 | 40 mm dia nominal bore. |
| 57 | 50 mm dia. nominal bore |
| 58 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work |
| 59 | 40 mm dia. nominal bore |
| 60 | 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 : |
| 61 | 25 to 40 mm nominal bore |
| 62 | Providingandfixing unplasticised PVCconnection pipewith brass unions : |
| 63 | 30 cm length : |
| 64 | 15 mm nominal bore. |
| 65 | Providing andfixingG.I.Unionin existingG.I.pipeline, cuttingandthreading thepipeandmakinglong screws including excavation, refilling the earth orcutting of wall and making good the same completewherever required : |
| 66 | 15 mm nominal bore. |
| 67 | 20 mm nominal bore. |
| 68 | 25 mm nominal bore. |
| 69 | 40 mm nominal bore. |
| 70 | 50mm nominal bore |
| 71 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : |
| 72 | 150 mm nominal |
| 73 | Providing and fixing brass half turn gate valve with M.S. handle of ZOLOTO or equivalent make as approved by the Engineer in charge and as per manufacturer specification: |
| 74 | 15 mm nominal bore. |
| 75 | 20 mm nominal bore. |
| 76 | 25 mm nominal bore. |
| 77 | 40 mm nominal bore. |
| 78 | 50 mm nominal bore. |
| 79 | Providing laying and jointing PVC SWR Type \"B\" soil waste and vent pipes conforming to IS 13592:2013, including jointing with seal ring conforming to IS: 14735:1999, including jointing the pipes with appropriate adhessive as per the manufacturers specifications and testing of joints etc. complete. |
| 80 | 160 mm diameter pipes |
| 81 | Removingof G I pipes (Internal work)including removing clamping and stacking at required placeas directed by Engineer-in-charge. |
| 82 | 15 mm to 50 mm dia G.I.Pipe |
| 83 | Providing and fixing G.I. pipe fittings in existing G.I. pipe line like nipple, elbow, tee, sockets, reducers etc. as per the direction of Engineer in charge. |
| 84 | 15 mm to 40 mm nominal bore. |
| 85 | Supplying of welding machine along with operator and assistance for different type of welding work |