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| 1 | Excavation over area not exc 1.5m deep in hard/ dense type of soil and getting out complete all as specified and directed. |
| 2 | Excavation over area exc 1.5m but n. exc 3m deep in hard/dense soil and getting out complete all as specified and directed. |
| 3 | Excavation over areas in hard/ dense soil exc 3 m but n exc 4.5 m deep and getting out in soft/ disintegrated rock complete all as specified and directed. |
| 4 | Excavation in trenches not exc. 1.50m wide and not exc. 1.50m depth for foundation, etc or for manholes/sewage lines etc, n.exc 10 sqm on plan and getting out in hard/dense soil complete all as specified and directed. |
| 5 | M&L for plain cement concrete 1:4:8, type D-2, using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete all as specified and as directed. |
| 6 | M&L for PCC 1:3:6, type C-1, 20mm graded crushed stone aggregate as in drain PCC incl fair finished drain or channel using extra cement including forms, moulds, mitered/stopped ends etc. complete all as specified and directed. |
| 7 | S&F Mild steel TMT bar 10mm dia & over, cut to length bent to shape required including cranking, bending spirally for hopping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia, complete all as specified and directed. |
| 8 | S&F Mild steel TMT bar 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 hopping for columns, beam, chajjas etc hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. |
| 9 | Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget 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. |
| 10 | 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 complete all as specified and directed. |
| 11 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc.; vertical or to batter with rough finish and on flat surfaces, complete all as specified and directed. |
| 12 | M&L for form work to soffits of suspended slabs such as roof , floor slabs, landing or similar work, n.exc 200mm thick (horizontal or sloping), flat rough finished complete all as specified and directed. |
| 13 | M&L for RCC M-30 (using 20mm graded aggregate ) as in foundation of column footings Plinth Beam, bases for column, basement slab etc complete all as specified and directed. |
| 14 | M&L for RCC M-30 (using 20mm graded aggregate ) as in walls, retaining walls, basement walls, ballast walls and the like, any thickness above top of footing, including attached pilaster and buttresses, complete all as specified and directed. |
| 15 | M&L for RCC M-30 (using 20mm graded aggregate ) as in slab supported on walls, beams and columns in floors, roofs, landing, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed. |
| 16 | Supply only Integral water proofing compound, complete all as specified and directed. |
| 17 | M&L for reinforced precast cement concrete 1:2:4, type B-1, using 20mm graded crushed stone aggregate as in landings, cover slabs (for manholes etc), shelves and similar articles with plain faces including necessary form work, set in CM 1:4 complete all as specified and directed.Note : Reinforcement shall be measured and paid for separately. |
| 18 | Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and as directed |
| 19 | M&L for old size brick work with sub class 'B' brick straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed |
| 20 | M&L for rendering 15mm thick wall plaster in cm (1:4) on fair faces of brick work or concrete surfaces including finished even & smooth without using extra cement with water proofing compound, complete all as specified and directed. |
| 21 | M&L for preparing new plastered surfaces of walls with two coats cement base paint on walls over a coat of alkali resistant paint complete all as specified and directed. |
| 22 | Returning filling in including spreading, leveling, watering and well ramming in layers not exc 25cm thick in each layers complete all as specified and directed. |
| 23 | Removing excavated material n exc 50m and depositing where directed at a level n.exc 1.5m above the starting point (ncl filling in floor) for any type of soil complete all as specified and directed. |
| 24 | S&F 110mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls, complete all as specified and directed. |
| 25 | S&F 110mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floor, complete all as specified and directed. |
| 26 | S&F 110mm bore, PVC (SWR) bends any radius, complete all as specified and directed. |
| 27 | S&F of 300 mm bore reinforced concrete pipe class NP-3 laid, jointed with collar in neat cement slurry with and including one collar for each length of pipe complete all as specified and directed. |
| 28 | M&L for concrete bed in PCC 1:3:6, type C-2, using 40mm graded crushed stone aggregate as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore pipe complete all as specified and directed. |
| 29 | M&L for PCC 1:2:4, type B-1, using 20mm graded crushed stone aggregate as in coping including necessary form work complete all as specified and directed. |
| 30 | S&F uPVC pipes (SCH-40) of 150mm dia in any length and fixed in any position including inverted earthen pots with holes on top complete all as specified and directed. |
| 31 | Demolition of cement concrete (un–reinforced) in ground floors and pavings not exe 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 32 | Dismantling asbestos cement (corrugated, semi-corrugated, Plain etc.) sheets in roof coverings complete all as specified and directed. |
| 33 | S&F rolled mild steel work in 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. of Fe-410-W (Grade E-250) quality-B complete all as specified and directed. |
| 34 | S&F for 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, ridges ,flashing, eaves board, valley gutter etc, fixed all as per manufactures's instructions, fixed with self tapping screws and covered with silicone sealant complete all as specified and directed. |
| 35 | M&L for preparation of new steel and iron surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 36 | M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mitered/ stopped ends etc.complete all as specified and directed. |
| 37 | M&L for Mild steel sheet 1.25 mm thick of dia 150 mm eaves gutters of, galvanised class 3, half round with rounded edges complete all as specified and directed. |
| 38 | M&L for earth filling under floors or in foundation including watering and well ramming ihn layers n exc 25 cm thick with excavated materials. complete all as specified and directed. |
| 39 | M&L for broken bricks loose filling with aggregate of gauge 80 to 150 mm soakage well rain water harvesting pits, complete all as specified and directed. |
| 40 | M&L for broken stone boulder hardcore of gauge n exc 63 mm deposited spread and leveled in layers n exc 15 cm thick water and rammed to true surface, complete all as specified and directed. |
| 41 | M&L for coarse sand filling under floors or in foundation including watering and consolidation, complete all as specified and directed. |
| 42 | Excavating in post holes (or similar holes) each not exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exc 50m and making good surface, work in hard/dense soil, complete all as specified and directed |
| 43 | M&L for PCC 1:3:6, Type C-2, using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. |
| 44 | M&L for stone slabs and tiles of any description or thickness in floors , aprons etc. (demolition Laid, bedded and pointed in any mortar) complete all as specified and directed. |
| 45 | M&L for lacquer finish chequered cement concrete tiles 30cm x 30cm x 22-25mm thick, set, jointed and pointed in neat cement slurry in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in CM 1:4 ,complete all as specified and directed. Please Enable Macros to View BoQ information |
