|
| 1 | Excavating over areas, not exceeding 1.5 m deep and getting out in soft/loose soil, complete all as specified and directed. |
| 2 | M&L for plain cement concrete (1:4:8), type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed. |
| 3 | M&L for reinforced cement concrete (nominal mix) 1:2:4, type B1 using (20mm graded crushed stone aggregates) 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. |
| 4 | Use and waste of 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 flat rough finished concrete surfaces, complete all as specified and directed. |
| 5 | M&L for reinforced cement concrete (nominal mix) 1:2:4, type B1 using (20mm graded crushed stone aggregates) as in columns, pillars, piers, posts and struts, complete all as specified and directed. |
| 6 | Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions square, rectangular or polygonal rough finished concrete surfaces complete all as specified and directed. |
| 7 | M&L for reinforced cement concrete (nominal mix) 1:2:4, type B1 using (20mm graded crushed stone aggregates) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. |
| 8 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc for flat rough finished concrete surfaces, complete all as specified and directed. |
| 9 | M&L for reinforced cement concrete (nominal mix) 1:2:4, type B1 using (20mm graded crushed stone aggregates) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed. |
| 10 | Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (Horizontal or sloping) for flat rough finished concrete surfaces, complete all as specified and directed. |
| 11 | M&L for brick work with sub class 'B' bricks straight or curved on plan built in CM 1:4, complete all as specified and directed. |
| 12 | M&L for 15mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 and finished even and smooth without using extra cement complete all as specified and directed. |
| 13 | M&L for 15mm thick rendering on other than fair faces of brick / concrete surfaces in cement mortar 1:6 and finished even and smooth without using extra cement, complete all as specified and directed. |
| 14 | M&L for 5mm thick rendering in CM 1:3 on ceiling surfaces finished to even and fair, comlete all as specified and directed. |
| 15 | M&L for preparation of new plastered surface of Ceiling and applying two coats of white washing, compete all as specified and directed. |
| 16 | M&L for preparation of new plastered surface of wall and applying two coats of cement base paint, complete all as specified and directed. |
| 17 | M&L for preparationof new surface of walls and applying two coats oil bound distemper over coat of suitable primer, complete all as specified and directed. |
| 18 | M&L for Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick of an colour having tensile strenght of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, complete all as specified and directed. |
| 19 | M&L for Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.5mm thick of an colour having tensile strenght of 550 Mpa as in ridege/ eaves board/ cladding to wall, fixed with self tapping screws, complete all as specified and directed. |
| 20 | S&F framed work as in 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, complete all as specified and directed. |
| 21 | S&F roof trusses (framed), trussed purlins, crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle, channel or flat sections) including distance pieces, cleats etc (Fe 410W Gde-E-250 quality A) complete all as specified and directed. |
| 22 | M&L for preparation of new steel surfaces of any description not other wise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide Zinc chrome primer, complete all as specified and directed. |
| 23 | M&L for 10mm dia and over TMT bars, cut to length bent to shape required incl cranking bending spirally for hoping for cols, hooking and and binding with and incl mild steel wire (annealed) not less than 0.9mm dia,complete all as specified and directed. |
| 24 | Description all as per serial item No. 22.00 here-in-before, but 5mm dia & over upto & incl 10mm dia in stirrups, spacer and binder, complete all as specified and directed. |
| 25 | M&L for 40 mm thick cement concrete (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) finished even and smooth as in floors, complete all as specified and directed. |
| 26 | M&L for 100 mm thick cement concrete (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate) as in sub base of floors, complete all as specified and directed. |
| 27 | M & L 75 mm thick, plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in plinth protection / hard standing etc, finishing cement concrete surface even and smooth without using extra cement including making joints with bitumastic filing in proportion of bitumen and sand 1:2, complete as specified and directed. |
| 28 | M&L of broken stone or boulders Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and directed |
| 29 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in soil complete all as specified and directed. |
| 30 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and directed. |
| 31 | Surface Excavation n.exc(not exceeding) 30cm deep and averaging 15 cm deep and getting out soft/loose soil, complete all as specified and directed. |
| 32 | M&L for 75 mm thick PCC 1:4:8, typeD-2 (using 40mm graded crushed stone aggregate) as in sub base or floors etc., finished the surface even and smooth without using extra cement, complete all as specified and directed. |
| 33 | M & L for Cement concrete work in pavements/hard standing of flexural strength 40 Kg/Sqcm in field using 400 Kg of cement/Cum ( including cost of all steel formwork reqd) thickness of concrete 25 cm or less, complete all as specified and directed. |
| 34 | M&L for Forming Contraction ( Dummy ) joints 65 mm deep X 10 mm wide, filled with sealing compound grade A complete all as specified and directed. |
| 35 | M&L for Forming Construction joints 30 mm deep X 10 mm wide, filled with sealing compound grade A, complete all as specified and directed. |
| 36 | M & L for Forming 12 mm thick Expansion joints filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound ,Grade 'A' in thickness of concrete slab 200 mm, complete all as specified and directed. |
| 37 | Finishing surface of concrete raods pavement by brooming when the concrete is green., complete all as specified and directed. |
| 38 | S & F Adequate No.of coats in painting lines, letters, etc on roads pavements and the like n exc 10cm wide with road marking paint, white or golden yellow, complete all as specified and as directed. Please Enable Macros to View BoQ information |
