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| 1 | Dismantling stone slab,interlocking paver blocks & tiles of any description or thickness in floors, aprons etc laid dry or laid dry and pointed, stacking serviceable material and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer in charge. |
| 2 | M&L Machine cut stone slab 75 mm thick dressed true & square, in one length not less than 60 cm & n exc, 300 cm as in sun-shades, chajjas, shelves, cills, landings, cover stones for drains,manhole cover, templates, coping of boundary wall etc, set in cement mortar 1:4 complete all as specified & directed by Engineer-in-charge. |
| 3 | S&F 7.50 cm thick sand stone slabs as in sun-shades, chajjas, shelves, cills, landings, cover stones for drains,manhole cover, templates, etc not exceeding 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in cement mortar (1:4) complete all as specified & directed by Engineer-in-charge. |
| 4 | S&F 7.50 cm thick sand stone slabs as in sun-shades, chajjas, shelves, cills, landings, cover stones for drains,manhole cover, templates, etc not exceeding 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in cement mortar (1:4) except stone slab complete all as specified & directed by Engineer-in-charge. |
| 5 | Dismantling wrought iron or mild steel work of any description not otherwise provided for |
| 6 | 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 |
| 7 | Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins arches, pillers etc but excluding ashlar facings, dressed stone work and precast concrete articles and removal of debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer-in-charge. |
| 8 | M&L squared rubble walling, Jodhpur type, regular courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge. |
| 9 | M&L squared rubble walling, Jodhpur type, regular courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) except stone complete all as specified & directed by Engineer-in-charge. |
| 10 | Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exceeding 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses or regular course complete all as specified & directed by Engineer-in-charge. |
| 11 | Racking out joints/ pointing to squared rubble masonry built in cement mortar or cement lime mortar, coursed or uncoursed in walls not less than 12mm deep, washing the joints, removing rubbish off the premises and keeping the surface to pointed or plastered wet for two days prior to re-pointing or plastering complete all as specified & directed by Engineer-in-charge. |
| 12 | M&L keyed pointing in cement mortar (1:3) to squraded rubble masonary coursed or un coursed complete all as specified & directed by Engineer-in-charge. |
| 13 | Taking down cement or cement lime plaster, any description on brick or stone walls/ceilings etc including racking out joints, hacking for key, scrubbing down with water etc removal of rubbish off the premises, removal and depositing where directed and leaving the site clean complete all as specified and directed by Engineer-in-charge. |
| 14 | M&L 15 mm thick , plaster in cement mortar (1:4) on stone masonry wall surfaces or surfaces other than fair faces of brick work or one side of lathing and finishing the surface even and smooth without using extra cement complete all as specified & directed by Engineer-in-charge. |
| 15 | M&L preparation of new plastered surfaces of wall and applying two coats of cement base paint complete all as specified and directed by Engineer-in-charge. |
| 16 | Demolition of cement concrete unreinforced in ground floors and pavings not exceeding 15cm thickness (below or above ground level) and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer-in-charge. |
| 17 | M&L plain cement concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified & directed by Engineer-in-charge. |
| 18 | M&L plain cement concrete 1:2:4 type B-0 using 20 mm graded crushed stone aggregate as in floors complete all as specified & directed by Engineer-in-charge. |
| 19 | M&L plain cement concrete (1:3:6) type C-2 using 40 mm graded crushed stone aggregate as in foundations,surface channels and drains, filling & mass concrete complete all as specified & directed by Engineer-in-Charge. |
| 20 | Demolition of Re-inforced Cement Concrete in any position and any description including cutting of reinforcement bars to facilitate demolition complete all as specified and directed by Engineer-in-charge.Note : Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 21 | M&L RCC 1:2:4 type B-0 (using 12.50 mm graded stone agg) as in Chajja complete all as specified and directed by Engineer-in-charge.Note : Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 22 | M & L for mild steel TMT bars 10 mm 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 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-charge.Note : Cost for use of scafolding upto 10 mtr height of bulding is including in this item. |
| 23 | M & L for mild steel TMT bars 8 mm 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 0.9 mm dia or securing with clips (for stirupps)complete all as specified and directed by Engineer-in-charge.Note : Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 24 | M&L for taking down and removal of loose / disintegrated old concrete / plaster and applying average 15mm thick bonding coat of modified styrene butadiene Emulsion (SBR Bonding agent i.e. Nitobond SBR 45) in proportion 1 (Nitobond SBR 45) : 1(water) : 3 (OPC) by volume with the brushes etc to bind New Cement plaster/ polymer Modified plaster/ concrete/ screed concrete with old surface etc complete.Note : Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 25 | M&L applying average 10mm thick plaster with polymer modified mortar fortified with SBR (Nitobond SBR 45 ) in proportion 1:3 (cement & sand) with mixing Nitobond @ 5 litres/Bag of cement, finished surface to match with existing adjoining surface of ceiling, Chajjas, facia, beams and alike complete. Note : Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 26 | M&L and applying two coats of 2 component zinc based epoxy rust preventer (Nitozinc Primer-M) on corroded reinforcement after cleaning and removing the rust from corroded reinforcement with the help of wire brush and treating it with rust remover (Reebaklens RR) including thoroughly cleaning washing air blowing brushing etc complete and applying as per manufactruring instructions. Make : Dr. Fixit or equivalent.Note : Qty of Zinc based epoxy rust prevent or only shall be taken into account for payment purpose on the basis of actual consumption.Note : Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 27 | Taking down of cement or cement plaster work any description from brick or stone wall etc including roof facia, scrubbing down with water etc complete all as specified and directed by Engineer-in-charge.Note : Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 28 | M & L for 15 mm thick rendering in cement mortar 1:4 on fair faces of brick work/stone or concrete surfaces including roof facia and finishing the surface even and smooth without using extra cement incl WPC complete all as specified and directed by Engineer-in-charge.Note:- (a) Water proofing compound should be measured and paid separately under item Sch'A' (b) Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 29 | M&L for 10mm thick rendering on fair faces of brick work or concrete surfaces on any type of masonry surface in cement mortar 1:6 without using extra cement complete all as specified and directed by Engineer-in-Charge.Note:- (a) Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 30 | M&L for 5 mm thick plaster in cement mortar (1:3) on surface of ceiling and finishing the surface even and smooth without using extra cement all as specified and directed by Engineer-in-Charge.Note:- (a) Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 31 | Supply only Liquid water proofing compound. |
| 32 | M & L for preparing newly plastered/unplastered or previously untreated walls surfaces and applying two coats of cement base paint over one coat of primer on plastered surfaces,complete all as specified and directed by Engineer-in-charge.Note : Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 33 | M&L for preparing new plastered surfaces and applying two coat of oil emulsion (bound) disptemper over one coat of primer on wall complete all as specified and directed by Engineer-in-Charge.Note : Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 34 | M&L for preparing new plastered surfaces and applying two coat of oil emulsion (bound) disptemper on ceiling complete all as specified and directed by Engineer-in-Charge.Note : Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 35 | M&L for racking out joints/pointing to squared rubble masonry, coursed or uncoursed in cement mortar complete all as specified and directed by Engineer-in-Charge. |
| 36 | M&L for flush pointing to sqared rubble, coursed or uncoursed stone masonry wall in CM 1:3 complete all as specified and directed by Engineer-in-Charge. |
| 37 | Demolition of cement concrete in Roofs, floors (other than ground floors), beams, staircases, landing,chajjas and similar suspended work and removing the dust debris/foreign matter etc outside MoD land complete all as specified and as directed by Engineer-in-Charge. |
| 38 | M&L plain cement concrete type B-1(1:2:4) using 20 mm graded crushed stone aggregate as in padding over roof for making good depression/undulation to match the existing as filling in depression of roof slab surface of roof / maintain slope and rounded at joints of wall incl water proofing compound complete all as specified and as directed by Engineer-in-Charge. Note:- (a) Water proofing compound should be measured and paid separately under item Sch'A' Please Enable Macros to View BoQ information |
| 39 | M&L plain cement concrete type B-1(1:2:4) using 20 mm graded crushed stone aggregate as in padding over roof for making good depression/undulation to match the existing as filling in depression of roof slab surface of roof / maintain slope and rounded at joints of wall incl water proofing compound complete all as specified and as directed by Engineer-in-Charge. Note:- (a) Water proofing compound should be measured and paid separately under item Sch'A' Please Enable Macros to View BoQ information |
