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| 1 | Excavating in trenches in n.exc. 1.5m wide and n.exc 1.5 in depth, for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc n.exc. 10 sqm on plan and n.exc 1.5m in depth and in soft/loose soil. |
| 2 | Excavating in trenches in n.exc. 1.5m wide and n.exc 1.5 in depth, for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc n.exc. 10 sqm on plan and n.exc 1.5m in depth as in hard/dense soil. |
| 3 | All as per item No 1 above but exc. 1.5m but n.exc. 3.00 m in depth as in soft/loose soil. |
| 4 | All as per item No 2 above but exc. 1.5m but n.exc. 3.00 m in depth as in hard/dense soil. |
| 5 | All as per item No 2 above but exc. 3.00m but n.exc. 4.50.00 m in depth as in hard/dense soil. |
| 6 | Excavation over areas n.exc 1.5 mtr deep and getting as in soft/looe soil and complete all as specified. |
| 7 | Excavation over areas n.exc 1.5 mtr deep and getting as in hard/dense soil and complete all as specified. |
| 8 | Excavation over areas exc 1.5 mtr but n.exc 3.0 mtr deep and getting as in soft/loose soil. |
| 9 | Excavation over areas exc 1.5 mtr but n.exc 3.0 mtr deep and getting as in hard/dense soil. |
| 10 | Excavation over areas exc 3.0 mtr but n.exc 4.5 mtr deep and getting in hard/dense soil |
| 11 | M&L for precast cement concrete block masonary with solid blocks type C1 (1:3:6) (20 mm graded agregate) exc 10 cm in width and setting in CM 1:4 complete all as specified and as directed. |
| 12 | M&L for rendering 15 mm thick in CM 1:4 on stone masonary surface finished even and smooth without using extra cement and complete all as specified. |
| 13 | M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate in cills, steps, bands, copings, bed plates, blocks for inserting hold fasts etc. and the like including weathering, slightly rounded or chamfered angles and throating as directed. |
| 14 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds mitered/stopped ends, etc all as specified. |
| 15 | M&L forM&L PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate |
| 16 | M&L for cement concrete (1:4:8) type D2 using 40 mm graded stone aggregates as in concrete bed to 150 mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested and complete all as specified and directed. |
| 17 | M&L for cement concrete (1:4:8) type D2 using 40 mm graded stone aggregates as in concrete bed to 200 mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested and complete all as specified and directed. |
| 18 | M&L for cement concrete (1:4:8) type D2 using 40 mm graded stone aggregates as in concrete bed to 250 mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested and complete all as specified and directed. |
| 19 | M&L for DWC Pipes of 150 mm internal dia laid and jointed complete with collars and tested complete all as specified and as directed. |
| 20 | M&L for DWC Pipes of 200 mm internal dia laid and jointed complete with collars and tested complete all as specified and as directed. |
| 21 | M&L for DWC Pipes of 250 mm internal dia laid and jointed complete with collars and tested complete all as specified and as directed. |
| 22 | M&L for Chimney bars (straight orcamber); bearing bars; tongues or water bars for window frames;window guard bars, plain, let in and fixed independently inwooden frames, L or T section supports for shelves etc. and similar articles conforming to Fe-290 Gde E-165 and all as specified and as directed |
| 23 | M&L for mild steel TMT bars 10 mm dia and over , cut to length, bent to shaperequired including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia. |
| 24 | M&L for mild steel Round bars10mm dia and over of grade Fe-410-W (Gde E-250) quality A or Fe-290 (Gde-E-165),bent to shaperequired including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia. |
| 25 | M&L for cast iron pipes 100 mm with spigot and socket ends centrifugally cast, class LA, in any length, laid in trenche and all as specified. |
| 26 | M&L for Reinforced concrete pipes of 200 mm internal dia, class NP3,laid and jointed complete with collars and tested complete all as specified and as directed. |
| 27 | M&L for Reinforced concrete pipes of 250 mm internal dia, class NP3,laid and jointed complete with collars and tested complete all as specified and as directed. |
| 28 | S&F salt glazed stoneware gully traps, square or round mouthed, type \"P\" of size 150x150 mm fixed in CM 1:6 and cover with RCC cover slab of 200x200x50 mm and complete all as specified . |
| 29 | M&L for PCC type C-1 (1:3:6) using 20 mm graded aggregatedand surface finished complete all as specified and as directed. |
| 30 | M&L for demolition of concrete (unreinforced) of any description and in any position not otherwise specifically provided for and complete all as specified and as directed. |
| 31 | Returning,filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm and complete all as specified. |
| 32 | Removing excavated material (soil) exc. 500 mtr but n,exc 1.50 km and depositing where directed at a level n.exc. 1.5 m above the starting point. |
| 33 | Removing excavated material (soil) exc. 1.5 Km but n,exc 5 Km and depositing where directed at a level n.exc. 1.5 m above the starting point. |
| 34 | M&L for Demolition of stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. and removing from site all as specified and directed. |
| 35 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of 150mm dia and complete |
| 36 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of 200 mm dia and complete |
| 37 | M&L for cutting into existing manholes for dia of pipe 150 mm for connecting new drain, making good to pipe and renderig, cutting out existing benching for and forming branch channel( 1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required. |
| 38 | M&L for cutting into existing manholes for dia of pipe 200 mm for connecting new drain, making good to pipe and renderig, cutting out existing benching for and forming branch channel( 1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required. |
| 39 | M&L for cutting into existing manholes for dia of pipe 250 mm for connecting new drain, making good to pipe and renderig, cutting out existing benching for and forming branch channel( 1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required. |
| 40 | M&L forcast iron work grade FG 150, unmachined , in brackets, gully traps gratings, railing frames, manhole cover , fire and soot doors, dampers, stop valve boxes, gate stops, parts of rungs and balusters and similar articles and complete all as specified. |
| 41 | M&l for cement concrete 100 mm thick type C2, 1:3:6 (40 mm graded aggregate) and complete. |
| 42 | M&l for hardcore of gauge n.exc 63 mm deposited, sread and levelled in layersn.exc 15 cm thick, watered and rammed to a true surface and complete. |
| 43 | M&L for sand filling under floors or in foundations including watering and consolidation |
| 44 | Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade with Grey cement and pigment. |
| 45 | M&L for Rolling and consolidation formation surfaces in cutting by power roller 8 to 12 ton capacity and all as specified and as directed. |
| 46 | M&L for 150mm Soling (or sub base) with broken boulders or quarried stonre , interstices filled, surface formed and rolled and consolidated to required gradient and camber complete. |
| 47 | M&L 150mm thick in two layer (compacted thickness) WBM, with coarse aggregatesof grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to required gradient and camber using lime stone complete. |
| 48 | M & L for preparing ofsurfaces by brushing with wire brushes for removing any mud etc. sweeping with brooms and finally fanning the surface with gunny bags to remove all loose dust/dirtetc and complete all as specified and as directed. |
| 49 | M & Lapplying evenly a tack coat with bituminous VG -10 @ 10Kg per 10 Sqm using paving bitumen complete all as specified and as directed. |
| 50 | M&L for 40 mm thick bituminous premixdense asphaltic concreteconsolidated thickness using paving bitumen VG-30 with 5.5 % binder by weight of total mix, mixed in hot mix plant ,rolled and compacted with 8 to 12 tonne power roller required chamber and gradient by using mechanical paver complete all as specified and directed |
| 51 | M&L for Moorum/red bajri filling 100mm thickness and complete all as specified and as directed. |
| 52 | M&L for providing syphon action to operating flushing system at flushing manholes locations complete all as specified. |
| 53 | M&L for 50 mm UPVC pipe of pressure rating 10 kgf/cm2 fixed complete to walls, ceiling or in floors etc. any type of soil and complete all as specified. |
| 54 | M&L for providing precast cement concrete in cover slab set in cement mortar 1:4type C1 1:2:4 for manholes etc and complete all as specified. |
| 55 | M&L to formwork to sides of concrete foundations, footing, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams ; and similar work; vertical bateer on flat surfaces complete. |
| 56 | M&L to formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work inculding attached pillasters, buttresses, etc; vertical or to batter on flat surfaces complete. |
| 57 | M&L fo RCC M30 foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, undeeamed piles and mass concrete complete. |
| 58 | M&L fo RCC M30 for walls, retaining walls and the like; any thickness; above top of footing; including attached pillasters and buttresses. |
| 59 | Supply and laying 25mm bore tubes, galvainzed steel, medium grade, with all fittings and fixed complete on walls and ceilings or laid in floors all as specified and directed. |
| 60 | M&L for cement concrete (1:4:8) type D2 using 40 mm graded stone aggregates as in concrete bed to 300 mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested and complete all as specified and directed. |
| 61 | M&L Reinforced concrete pipes of 300 mm dia,class NP2, laid and jointed complete with collars complete all as specifiedand as directed |
| 62 | M&L for Squared rubble walling Jodhpur type, regular coursed, well bonded, bedded and solidly hearted, built, built in CM 1:6 complete all as specified and directed. |
| 63 | Formwork to sides & soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors & beams, etc. Rough finished surfaces of concrete flat. |
| 64 | M&L RCC M-25 design mix using 20 mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete |
| 65 | Formwork to Formwork to soffits of suspendedslabs, landings and similar work; not exceeding 200mm thick, etc. Rough finished surfaces of concrete flat. |
| 66 | M&L RCC M-25 design mix using 20 mm graded aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like |
| 67 | M&L Mild steel TMT bars 5mm dia & over upto & including 10mm dia in stirrups, spacers & binders, cut to length, bent to shape required, binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality. |
| 68 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing from site and rubbish off the premises. |
| 69 | M&L for light & dark coloured vitrified tiles 8-9 mm thick area of each tiles not less than 0.36 Sqm in floors etc set & jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed or bedding layer in CM 1;6 |
| 70 | M&L Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and thedirections of Engineer-in-Charge. |
| 71 | M&L Toughned glass as in hinged doors, partitions automatic doors and similar work including cutting to shape, drilling holes required incl all necessary fittings. |
| 72 | M&L for taking down cement plaster on PCC/brick surfaces including raking out joints hacking for key scrubbing down with water etc., complete all as specified & directed. |
| 73 | M&L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick masonry or concrete surfaces of walls, finished even and smooth without using extra cement complete all as specified |
| 74 | M&L for preparation of newly plastered surfaces of wall & applying two coats of cement base paint of approved shade/tint over one coat of appropriate primer complete all as specified & directed. |
| 75 | M&L for rendering 15mm thick in cement mortar 1:6 on fair faces of brick masonry or concrete surfaces of walls, finished even and smooth without using extra cement complete all as specified |
| 76 | M&L for preparation of new plastered surfaces of walls and applying two coats of oil emulsion distemper (OBD) of approved shade/tint over a coat of primer over complete all as specified & as directed. |
| 77 | M&L Framed work as in doors or gates, cooler stand of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings(exclusive or steel sheeting or other covering, running rails and guides) and hanging,also fastening and fixingof Fe-290(Gde E-165) complete |
| 78 | M&L Loose filling with broken bricksaggregates of gauge 80 to 150 mm in soakage pits, soakage wells |
| 79 | Note:-1. Contractor should submit level sheet before and after the excavation of sewer line and manholes. The level sheet to be approved by GE prior to execution/payment. No additional payment on this account shall be admissible.2. Unit rate quoted shall be deemed to include for bailing out, pumping out or dewatering and removing all water which may accumulate in the excavated portion as per Clause 3.11 on Page 19 of MES Schedule Part- II(2020).No additional payment on this account shall be admissible.3. Earth work in excavation shall be measured as per CA Clause “Measurement for Payment”. |
