|
| 1 | Dismantling of brick work or stone/ boulder masonry built in cement or cement lime mortar, including all quoins, arches, pillars, etc. as per the directives of EIC. |
| 2 | Removing cement or cement lime mortar from and cleaning bricks, stacking for measurement including all extra handling and removal and disposing off rubbish |
| 3 | Demolition ofCement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for. |
| 4 | Demolition of Reinfiorced Cement Concrete (Reinforcement cut as required to facilitate demolition)) in Roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work. |
| 5 | Dismantling wrought iron or mild steel work of any description not otherwise provided for |
| 6 | Excavating in trenches, in hard/dense soil; 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. |
| 7 | Boring holes 300mm dia, 4 m deep in soil for two under-reamed piles and getting out and disposal of spoil to a distance of n exc. 50 m. |
| 8 | Removing excavated material n exc. 100m and depositing where directed at a level n exc. 1.5 m above the starting point |
| 9 | M & L, Hardcore (Broken stone or boulders) of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface. |
| 10 | M & L, Cement concrete Type C2 1:3:6 (40 mm graded aggregate) in foundations, filling and mass concrete. |
| 11 | M&L, Providing cement concrete Type B-1, 1:2:4 (20mm graded aggrregate) in coping including formwork and finishing of exposed face of concrete. |
| 12 | M & L,providing reinforced cement concrete (design mix) M-25 (20mm graded aggregate) in Foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc.; basement slabs, under-reamed piles and mass concrete. |
| 13 | M & L, Providing reinforced cement concrete (design mix) M-25 (20mm graded aggregate) in Beams, cantilevers, bressummers, lintels over 1.5m span. |
| 14 | M & L, Providing reinforced cement concrete (design mix) M-25 (20mm graded aggregate) in columns, pillars, piers, posts and struts etc. |
| 15 | M & LBrickwork with subclass ‘B’ oldsize bricks, straight or curved on plan exc 6m mean radius built in Cement mortar 1:4. |
| 16 | Formwork to 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, rough finished surfaces of concrete flat. |
| 17 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc., rough finished surfaces of concrete flat. |
| 18 | Formwork to side of pillars, posts, struts, piers, columns and stanchions, rough finished surfaces of concrete flat. |
| 19 | M & L, Mild steel TMT bars 10mm dia and over, 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 0.9mm dia or securing with clips. |
| 20 | M & L, Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, 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 0.9mm dia or securing with clips. |
| 21 | S&F, Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165. |
| 22 | S & FFramed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc. conforming to Fe.290.Gde-E-165. |
| 23 | S&F concertina coil fencing consisting of medium bladed profile (medium barbs sapcing 34 (+/-1) c/c ,length 22(+/-1)mm, width 15(+/-1), punched tape concertina coil (cross type ) 600mm dia ,10m openable length, having 50 Nos round per 6 m length reinforced barbed tape {of diameter 2.56 (+/-0.02)mm spring steel ,cold drawn conforming to IS-4454 (part-1):2001 wire of high tensile strength of min. 165 kg/sqmm} with tape [{.54(+/-0.02)mm thk ,cold rolled corbon steel elctro-galvanised coating local 12 micron & average 20 micron thick, mat finish and min. weight 43.478 gm/m}]. with 9 nos horizontal RBT (reinforced barbed tape) wire ,stud tied with staples and GI clips {steel grade -A 9 Fe-410WA) hot dip /electro -galvanised coating min. 20micron thick } to retain horizontal ,including necessary bolts etc, all tied on existing \"Y\" shaped angle iron fixed on brick wall all complete as per direction of EIC. |
| 24 | S&F RBT (Reinforced Barbed Tape) horizontal wire medium bladed profile (medium barbs sapcing 34 (+/-1) c/c ,length 22(+/-1)mm, width 15(+/-1), spring core {of diameter 2.56(+/-0.02)mm spring steel, cold drawn conforming to IS-4454 (part-1) :2001 wire of high tensile strength of min 165 kg/sqmm } with tape [{.54(+/-0.02)mm thk, cold rolled corbon steel elctro -galvanised coating local 12 micron & average 20 micron thick, mat finish and min. weight 43.478 gm/m}]. tied on vertical portion of existing Y shaped angle iron fixed on top of brick wall ) approx 1.5m apart and on over hanged angle iron fixed on upper side of wall (Projected from wall) approx. 1.50m apart with G.I staple and GI clips (steel grade-A (fe-410WA), hot dip/ electro galvanised coating min 20micron thick) to retain horizontal, including necessary bolts etc and provision (like drilling holes or notch etc.) for securing hrorizontal RBT, all complete as per direction of EIC. |
| 25 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. |
| 26 | M & LRendering 15mm thick cement plaster 1:4 on fair faces of brick work or concrete surfaces and rendreing is to be finished even and smooth without using extra cement. |
| 27 | Preparation of old wall surface including cracks filling up to 3mmplastered or unplastered brooming down etc and apply two coat of 1st quality distemper oil emulsion as specified in clause 15.14.5 in MES SSR Pt-1 1991as directed by Engg In Charge |
| 28 | Preparation of old ceiling surface including cracks filling up to 3mmplastered or unplastered brooming down etc and apply two coat of 1st quality distemper oil emulsion as specified in clause 15.14.5 in MES SSR Pt-1 1991 s directed by Engg In Charge |
| 29 | Preparation of old wall surface including cracks filling up to 3mmplastered or unplastered brooming down etc and apply two coat of cement paintspecified in clause 15.7 & 15.15in MES SSR part-1 1991 and as directed by Engg In Charge |
| 30 | Preparation of new wall surface including cracks filling up to 3mmplastered or unplastered brooming down etc and apply two coat of cement paintspecified in clause 15.7 & 15.15in MES SSR part-1 1991 and as directed by Engg In Charge |
| 31 | Preparation of old wood and wooden base surface of any description over 10 cm girtth or width not otherwise described and apply two coat of 1st quality synthetic enamal paint and specified in clause 17.6 & 17.8in MES SSR part-1 1991 and as directed by Engg In Charge |
| 32 | Preparation of old steel surface of any description over 10 cm girtth or width not otherwise described and apply two coat of synthetic enamelpaint and specified in MES SSR part-1 1991 and as directed by Engg In Charge |
| 33 | Preparation of New steel surface of any description over 10 cm girtth or width not otherwise described and apply two coat of Aluminiumpaintafter priming with aluminum red oxide and specified in MES SSR part-1 1991 and as directed by Engg In Charge |
| 34 | Preparation of old steel surface of any description over 10 cm girtth or width not otherwise described and apply two coat of Aluminiumpaint as specified in MES SSR part-1 1991 and s directed by Engg In Charge |
| 35 | M&L, Writing letters or figures (Block. Roman, Italic or Indian) n exc. 30 cm high. |
| 36 | Credit of old dismantled mild steel of any description. |
| 37 | Credit of old brick work |
