|
| 1 | Excavation over area not exc 1.5m deep and getting out in hard /dense soil all as specified and directed. |
| 2 | Excavation over area exc 1.5m deep and not exc 3.0m deep and getting out in hard /dense soil all as specified and directed. |
| 3 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundation or for shafts, wells, cesspits, manholes etc not exc 10 sqm on plan and not exc 1.5m in depth and getting out in soft/loose soil. |
| 4 | M&L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in foundations filling in mass concrete all as directed by Engineer n Charge. |
| 5 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in floor 100 mm thick complete all as specified and directed by Engr-in-Charge. |
| 6 | M&L for PCC 1:2:4 type B2 using 40 mm graded stone aggregate as in floor 100 mm thick complete all as specified and directed by Engr-in-Charge. |
| 7 | M&L for Cement concrete type B-0, 1:2:4 (12.5 mm graded agg.) 100 mm thick as in floors all as specified and directed by engineer- in- charge |
| 8 | M&L for Cement concrete type B-1, 1:2:4 (20 mm graded agg.) 40 mm thick as in floors all as specified and directed by engineer- in- charge |
| 9 | M&L for approved good earth obtained from excavation, filling in floors or pavings, laid in layers not exc. 15 cm thick, spread, levelled and rammed including watering all as directed by Engineer in Charge. |
| 10 | M&L for Hardcore of guage exc 63mm but not exc. 100 mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as directed by Enginer in Charge. |
| 11 | Returning, filling in and including spreading, levelling, watering and well ramming in layers not exc 25 cm all as directed by Engineer in Charge. |
| 12 | M&L for removing excavated material (soils) exc 250 m but not exc 500 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and as directed. |
| 13 | M&L for brick work with old size bricks,straight or curve on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 14 | M&L for RCC M25 grade (Design mix) (with 20 mm graded stone aggregate) as in foundation, footing & plinth beam etc complete all as specified and directed. |
| 15 | M & L for RCC M25 grade (Design mix) (with 20 mm graded stone aggregate) as in column complete all as specified and directed. |
| 16 | M&L for RCC M25 grade (Design mix) using 20mm graded stone aggregate as in roof beam & lintel band complete all as specified and directed. |
| 17 | M&L for RCC M25 grade (Design mix) using 20mm graded stone aggregate as in roof slab complete all as specified and directed. |
| 18 | M&L for 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 for rough finished surface all as specified & directed by Engineer in Charge. |
| 19 | M&L for Flat Formwork to sides rough finished surfaces of and soffits of floors or roof beams, beam haunchings, girderrs, bressum-mers, lintels cantilevers, shelves including supports, overhangs, etc also splays between floors and beams, etc all as specified & all as directed by Engineer-in-Charge. |
| 20 | M&L for Formwork to sides of rough finished surfaces of pillars posts, struts, piers, columns & stanchions square rectangular or polygonal fair finished surfaces in shape all as specified & as directed by Engineer-in-Charge |
| 21 | M&L formwork to soffits of suspended slabs such as roof slab, floor slab, landings and similar work not exc 200mm thick (horizontal or sloping) rough finished flat concrete surfaces all as directed. |
| 22 | M&L for TMT steel bars 10mm dia and over to length bent to shape required, incl cranking bending spirally for hooping for columns, hooking ends and binding with MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as directed by Engineer in Charge. |
| 23 | All as per item no 22.00 here in above but 5mm dia & over upto and incl 10mm dia in stirrups, spacers and binders. |
| 24 | M&L for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161 1979 grade St.-240 complete all as specified |
| 25 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, complete all as specified and directed. |
| 26 | S&F Pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof ridge, fixed with self tapping screws, complete all as specified and directed. |
| 27 | M & L for rendering 15mm thick on fair faces of brick or concrete wall surfaces in cement mortar 1:4 finished surfaces fair & even using WPC (Water Proofing Compound) as per manufacturers instructions complete all as specified and directed.Note : WPC measured and paid separately. |
| 28 | M & L for rendering 5mm thick on concrete soffit/ ceiling surfaces in cement mortar 1:3 finished surfaces fair and even complete all as specified and directed. |
| 29 | Supply only Integral waterproofing compound complete all as specified and directed. |
| 30 | S&F 0.63mm thick Plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 complete all as specified and directed. |
| 31 | Excavation in post hole in hard/ dense soil, each not exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm and getting out soft soil all as specified and directed. |
| 32 | Material & Labour for Preparing new plastered or unplastered surfaces and applying Two coats of 100% Premium acrylic emulsion paint (camouflage paint) UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and as directed. |
| 33 | M&L three coats of white wash to newly plastered surface of ceiling incl preparation of surfaces complete all as specified and directed. |
| 34 | Material and labour for Preparation of new or previously untreated steel surfaces of any description exc. 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 35 | M&L for 75mm thick PCC (1:3:6) type C2 using 40mm graded stne aggegate as in plinth protection, surface finished even and smooth complete all as secified & directed by Engineer in Charge. |
| 36 | M&L for Coloured rubber moulded Chequred cement concrete tiles 300 x 300 x 25mm thick, set, jointed and pointed in grey cement mixed with pigments in floors, over 20mm screed bed in CM 1:6, complete all as specified and directed. Please Enable Macros to View BoQ information |
| 37 | M&L for Coloured rubber moulded Chequred cement concrete tiles 300 x 300 x 25mm thick, set, jointed and pointed in grey cement mixed with pigments in floors, over 20mm screed bed in CM 1:6, complete all as specified and directed. Please Enable Macros to View BoQ information |
