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| 1 | Demolition ofbrick work or stone masonry built in cement mortar incl all quoins arches pillars etc. |
| 2 | Demolition of cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 3 | M&L Cement Concrete (1:4:8) (40mm graded aggregate) in Foundations, Filling and Mass Concrete including use and waste Formwork as ordered/required at Site, complete all as specified and as directed. |
| 4 | M&L Brick Work with Sub-Class ‘B’ Bricks (with modular size Bricks), Straight or Curved on Plan exc. 6.0 Metre mean Radius, built in Cement Mortar 1:6, complete all as specified and as directed. |
| 5 | M&L Brick Work with Brickwork with sub class ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls, built half brick thickon wall built in cement Mortar (1:4) complete all as specified and directed |
| 6 | M & L for PCC (1:3:6) type C21 using 40MM graded aggreagte asin surface channel and drains etc complete all as specified and directed |
| 7 | M&L Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc complete all as specified and directed. |
| 8 | M&L for PCC (1:3:6) type C2 using 40mm graded stone aggregate, 75mm thick in plinth protection laid in panels and finished even and smooth without using extra cement including necessary form work complete all as specified and directed. Note : Joints 12mm wide to the full depth of PCC shall be provided at every 3 meters and at every change of direction and shall be filled with mixture of bitumen and sand 1:3 by weight. Cost of this provision shall be deemed to be included in the quoted rate for concrete in plinth protection. |
| 9 | M & L for PCC (1:2:4) type B-1 using 20MM graded aggreagte asin coping bed block etc complete all as specified and directed |
| 10 | M&L for rendering on fair faces of brick workor concrete surfaceof wall 15mm thick in CM (1:4) and to be finished even and smooth with out using extra cement complete all as specified and directed |
| 11 | M&L for providing precast cement concrete louvres and jallies 35 mm thick (measured solid) including all mouldings but excluding frame in cement concrete (1:2:4) type B0 using 12.5 mm graded stone aggregates and set in cement mortar (1:4) complete all as specified and directed. |
| 12 | Demolition of Reinforced cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 13 | M&L Pre-cast Reinforced Cement Concrete (1:2:4) (20mm graded aggregate) in Cover Slab of Manholes, Septic Tanks, etc., set in Cement Mortar 1:4 including demolition of existing RCC slabs ., complete all as specified and as directed.NOTE : Reinforcement will be Measured and Paid separately under appropriate Items. |
| 14 | M&L TMT Bars 10mm dia, cut to length, bent to shape required including cranking, bending spirally for hooping for Columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia, complete all as specified and as directed. |
| 15 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified |
| 16 | S & F MS framed work as in doors or gates 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 of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing, quality confirming to Fe-290 (Gde-E-165) complete all as specified. |
| 17 | Taking down of eaves gutters and rain water pipes of any size or pattern including all fittings etc complete all as specified and directed. |
| 18 | M&L for PVC (SWR) pipessingle socketed, in any length with rubber ring joints, laid in trenches or in floors of 110 mm bore of pipe etc complete all as specified and directed. |
| 19 | Dismantling floor, hearth or wall tiling including cement mortar bedding etc (but not backing)and removing rubbish off the premises complete all as specified and directed. |
| 20 | M&Lfor glazed ceramic coloured tiles 350 x 250 x 7 mm / 450 x 350 x 7 mm thick on vertical surface such as dado / skirting / risers to steps etc jointed in neat cement slurry and pointed in white or coloured cement to match surface of tiles over and including rendering 10 mm thick in cement mortor 1:4 complete all as specified and directed. Note- (i) The size of tiles (except thickness) may be varied during execution without any price adjustment. |
| 21 | M/L Vitrified Ceramic tiles 10 mm thick (square/ rectagular) dark/colourshade polished,area of each tilesnot exceeding 0.36 sqm ,in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match as in floors over 20mm thick screed bed in CM (1:6) complete all as specified and directed. |
| 22 | -do-but on vertical surface of wall of size 600x600x10mm thick as in dado/skitting including 10 mm thick renderingin CM (1:4) complete all as specified and directed |
| 23 | M&L for non skid ceramic coloured tiles of design as approved by GE 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles including 15 mm thick screed bed in cement mortor 1:6 complete all as specified and directed. |
| 24 | Dittto but vertical surfaces area of each tile exceeding 0.11 sq m but not exceeding 0.18 sqm as skirting non skid ceramic tiles |
| 25 | Demolition/Breaking up Drain Pipes 300mm bore (dia), Jointed in Cement Mortar of any description including PCC of Packing and Haunching to Sides of the Pipescomplete all as specified and as directed. |
| 26 | M & L for 600 mm bore reinforced concrete pipes class NP3,laid and jointed complete with collars. |
| 27 | M & L preparing newor perviously untreated Steel and Iron surfaces of any description, over 10 CM width or girth and applying two coats of synthetic Enamel paint (First quality) orver a Red oxide Zinc chorme pimer, complete all as specified |
| 28 | M&L two coats ofcement base paint over a coat of primer onwall surface including preparation of surface.. |
| 29 | M&LHardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered andrammed to a true surfacebroken stone or boulder. |
| 30 | M&L for 100 mm thick Cement concrete (1:4:8)type D-2using 40 mm graded stone aggregate as in sub base complete all as specified and directed. |
| 31 | M&L for 75mm thick PCC (1:3:6)Type C-2 using 40mm graded stone aggregate in pavement/hard-standing laid in alternative panels, surface finished even and fairincluding necessary form work,complete all as specified and directed. |
| 32 | S & F chequered cement concrete tiles of size 300x300x18 to 20mm thick in floors set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles as in floor including 15mm thick screed bed in cement mortar 1:4 complete all as specified and directed. |
| 33 | M&LforProviding and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand |
| 34 | M & L Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and urvature, jointed with cement mortar (1:3) (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. |
| 35 | Dismantling posts or struts(RCC, ) any sectionembedded in natural ground, including taking out embeded portion and making good disturbed ground in any type of soil complete. |
| 36 | Dismantling fancing wire mesh, any type all directed by Engineer-In-Charge |
| 37 | Excavation in post holes or simillar hole eachn exc. 0.5 cum, getting out, returning , filling in and ramming earth or broken rubble mixed with earth around in layer not exc 25cm in soft/loose soil . |
| 38 | M&L PCC 1:3:6type C-2 (using 40mm graded stone aggregate as in foundation filling / massconcrete,complete all as specified and directed. |
| 39 | M&L for MS work for fencing post and struts made from angle iron and flat iron in any section including cutting tops to shape , drilling holes and notching for fixing of wires etc confirming to Fe -290 or Fe -330, with and incl necessary nut and bolts of 12mm diaof reqd length complete. |
| 40 | Supply only chain link MS galvanised any mesh size or typecomplete all as specified. |
| 41 | Fixingonly chain link fencing including line wire, any mesh, size and any type of standards rails straining bolt etc including provision of binding wire complete all as specified and directed. |
| 42 | S & Fixed in repair Galvanised 2 strand, steel barbed wire, 2.24mm dia barbed with 2mm dia barbs straining and fixing to any type of standard rails straining bolts, includigng, securing or tying at crossings with and provision of steel wire, staples or steel pins, etc complete. |
| 43 | S &F repairs of concertina coil 600mm dia (before stretching) with 10-12 stands of SRPBT wire of minimumdia 2.59tensile strength of 1620 N/Sqmm withconforming IS -513DD grade & IS -4454 PartI/1981 grade-II for respective material of razor bldg and core wire including all fixing arrangements as per manufactures instruction for fixing & erection complete all as directed by Engineer-In-Charge |
| 44 | M&L,MS round bars 10 mm dia and over cut to length, bent to shape reqd incl cranking bending etc and binding with MS wire (annealed) not less than 0.9 mm dia as in chain link fencing fixing |
| 45 | S & F MS framed work as in doors or gates 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 of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing, quality confirming to Fe-290 (Gde-E-165) complete all as specified. |
| 46 | M & L preparing newor perviously untreated Steel and Iron surfaces of any description, over 10 CM width or girth and applying two coats of synthetic Enamel paint (First quality) orver a Red oxide Zinc chorme pimer, complete all as specified |
| 47 | Painting to steel surfaces of any description n.exc. 10 cm in width or girth with two coats of synthetic enamel paint over a coat of Red oxide or Zinc chrome incl preparation of surfaces |
| 48 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. |
| 49 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cmin soft/loose soil complete all as specified and directed. |
| 50 | Removing excavated material n exc. 100 m and depositing where directed at a level n exc. 1.5 m above the starting point soft/loose soil complete all as specified and directed. |
| 51 | M&L reinforced cement concrete (nominal mix) (1:1.5) type A1 using 20 mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed |
| 52 | Formwork to flat sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits(if any) of foundation and plinth beams; and similar work; vertical or to batter |
| 53 | M&L reinforced cement concrete (nominal mix) (1:1.5:3) type A1 using 20 mm graded stone aggregate as inColumns, pillars, piers, posts and struts complete all as specified and directed |
| 54 | Formwork to Square,rectangular or polygonal rough surface of concreteof sides of pillars, posts, struts, piers, columns and stanchions |
| 55 | S&F Mild steel TMT bars 8 mm dia and over, cut to length, spacers and binders and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips |
| 56 | Ditto, but 5 mm dia and over upto and including 10 mm dia in stirrups,spacer and binders. |
| 57 | M&L for 20 mm thick granite(of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed. |
| 58 | Supply and fixed in repair 18 mm thick WPC jalli factory made 100% solid WPC (wood polimer composite) jalli of required size comprising of virgin PVC resin of K value 50-60(Suspension Grade) calcium carbonate and natural fibers (Wood powders/rice husk. Wheat husk) and non toxic additives, made from extrusion process WPC foam sheet single extr having minimum density not less than 650 kg/cbm manuractured byISO 9001-2015 certified company, having good screw holding capacity (screw withdrawal strength of 2000N (Face) & 1100N (Edge), Minimum compissive of 50N/mm2, Modulus of elasticty 850N/mmm2 and resistance of spread of flame of class A category with property of being termite/Borer free. Water/Moisture proof and Fire Retardant. WPC jali to be fixed with stainless steel butt hinges (if required) of required size with necessary full body threaded star headed counter sunk SS Screws. All as per direction of Engineer-in-Charge, Material test certificate and authentication should be compulsory provided by the manufacturing company For interiors/ Kitchenshutters/ Balcony & Internal Doors and Partitions.Make : Rajshri or Equivalent as E-in-C\"s approved makes directed by GE. |
| 59 | S&F 2 mm polycarbonate roofing/wallsheet Corrugated or plain of any colour as approved by Engr in charge fixed with self driven screw with frame incl taking down complete all as specified and directed. |
| 60 | S&F 15 mmthick heavy duty colour tiles of approved make and approved size fixed in floor/steps etc over15 mm thick screed bed in cement mortar (1:6) incl taking down complete all as specified. |
