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| 1 | Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles |
| 2 | Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground floor) |
| 3 | Excavation in trenches n exc 1.5 m wide & n exc 1.5 m depth; for foundation etc and getting out in soft/loose soil complete all as specified & directed. |
| 4 | M&L cement concrete 1:4:8 type D-2 (40 mm graded stone agg) as in foundations, filling & mass concrete complete all as specified & directed. |
| 5 | M&L for PCC 1:2:4 type B-2 (using 40mm graded aggregate) Cement concrete in surface channels and drains |
| 6 | M&L precast cement concrete 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in block masonry with solid blocks, exc 10 cm in width in CM 1:6. |
| 7 | Taking down cement plaster on brick or stone walls or concrete ceiling etc, incl raking out joints, hacking for key scrubbing down with water, etc. complete all as specified and directed. |
| 8 | M&L rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 incl finished even and fair all as specified and directed. |
| 9 | M&L for PCC 1:2:4 type B-1 as in cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed platesback filling of pressed steel door frames all as specified. |
| 10 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified & directed. |
| 11 | Removing excavated material n exc 50 m and depositing where directed. |
| 12 | M&L for RCC 1:2:4 type B1 as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like. |
| 13 | S&F TMT bars 10mm dia and over, cut to length, bent to shape required, including binding with mild steel wire (annealed) not less than 0.9mm dia. |
| 14 | S&F chequered cement concrete tiles 20 cm x 20 cm x 25 mm thick with grey cement and pigments, set, jointed and pointed in neat cement slurry in floors over 15 mm thick screed bed in cement mortar 1:6. |
| 15 | S&F 450mm Reinforced concrete pipes, class NP3, laid and jointed complete with collars |
| 16 | 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 any type of soil. |
| 17 | All as per item no. 16 above but exc 1.5 and n exc 3.0 mtr in depth |
| 18 | All as per item no. 16 above but exc 3.0 and n exc 4.50 mtr in depth |
| 19 | All as per item no. 16 above but exc 4.5 and n exc 6.0 mtr in depth |
| 20 | M & L Rendering 10mm thick in CM 1:4 to brick/concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. |
| 21 | Drilling of bore holes 150mm dia for fixing of pipe complete all as specified and directed. |
| 22 | M&L Perforated PVC pipes single socketed in any length 110mm bore laid in trenches with rubber ring joints as specified. |
| 23 | Spreading and levelling sand loose filling in layers complete all as specified and directed. |
| 24 | Supply, Spreading and levelling 20mm size stone aggregate loose filling in layers complete all as specified and directed. |
| 25 | Supply, Spreading and levelling 40mm size stone aggregate loose filling in layers complete all as specified and directed. |
| 26 | Supply, Spreading and levelling 63mm size stone aggregate loose filling in layers complete all as specified and directed. |
| 27 | Removal of excavated soil to a distance exceeding 1.50km but n. exc 5.00km and depositing where directed |
| 28 | M & L, Form work to soffits of roof slabs, floor slabs, landings etc & similar work n. exc 200mm thick with rough flat finished surfaces of concrete horizontal or sloping. |
| 29 | M&L RCC 1:2:4 type B1 (using 20mm graded stone aggregate) for pre cast cover slab for rectangular chamber |
| 30 | S&F Plain galvanised mild steel sheeting of 1.0 mm thickness in ridges hips , valley gutters, drip and staright flashings(length and girth as fixed) with grade of zinc coating 275 as specified and directed |
| 31 | M&L 75 mm thick cement concrete type D-2, 1:4:8 (using 40 mm graded crushed stone aggregate), as in sub base of floors complete all as specified and directed. |
| 32 | M&L Sand filling under floors or in foundations including watering and consolidation as sand cushioning complete all as specified and directed. |
| 33 | M&L Machine Pre cast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-40 grade with grey cement and pigment as in ramps/Hardstandings complete all as specified and directed. |
| 34 | 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 |
| 35 | M&L preparation of new or previously untreated steel and iron surfaces of any description, over 10 cm in width or girth, not otherwise described and applying two coats of synthetic enemel paint over a coat of red oxide. |
| 36 | Excavating in trenches in soft/loose 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. nexc 10 sq m on plan and n exc 1.5 m in depth and getting out as directed by Engineer-in-Charge |
| 37 | Excavating over areas in soft/loose soil, n exc 1.5 m deep and getting out as directed by Engineer-in-Charge |
| 38 | Forming embankments including raising (or lowering) earth,spreading in layers n exc. 30 cm thick;watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base |
| 39 | S&F RCC hume pipe 150mm bore dia class NP3 laid jointed in trenches complete with collars |
| 40 | M&L PCC 1:4:8 type D2 using 40mm graded stone aggregate for bed to drain pipes including packing under and haunching against sides of pipe after they are laid and tested for bore of pipe 150mm dia. |
| 41 | Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using ex- tra cement, including forms mold etc all as specified. |
| 42 | Supply, laying and testing cable XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area of size 10 Sqmm x 4 core complete all as specified and as directed by Engr-In-Charge. |
| 43 | Supply and lay burnt bricks of sub class 'B' laid dry across in trenches for cable protection all as specified and directed Complete all as specified and as directed by Engr - In - Charge. Please Enable Macros to View BoQ information |
| 44 | Supply and lay burnt bricks of sub class 'B' laid dry across in trenches for cable protection all as specified and directed Complete all as specified and as directed by Engr - In - Charge. Please Enable Macros to View BoQ information |
