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| 1 | Excavation in trenches not exc 1.50mtr wide and not exc 1.50mtr in depth for foundation etc. and getting out in any type of soil, complete all as specified and as directed. |
| 2 | Surface excavation n. exc 30cm deep and average 15cm and getting out in soft/loose soil complete all as specified and as directed by Engr-in-Charge. |
| 3 | Excavation in post holes each n. exc 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers n. exc 25 cm thick, watering and well ramming earth or broken rubble mixed with around in layers, watering and removing surplus soil to a distance n. exc 200 m and making good surface in hard rock complete all as specified and as directed. |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n exc 25cm thick in hard/dense soil complete all as specified and as directed. |
| 5 | Removing excavated material (soil) n. exc 100m and deposited where directed at a level n exc 1.5m above the strating point complete all as specified and as directed. |
| 6 | Taking down cement plaster, any description on brick, concrete or stone walls or ceiling including racking out joints, hacking for keys, scrubbing down with water etc and removal of rubbish off complete all as specified and as directed. |
| 7 | M&L for PCC (1:2:4) type B-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. |
| 8 | Dismantling carefully of existing PPGI sheets with trusses, frame work and structure shed and re -erected at other location within 100 meters with and including two coats of synthetic enamel paint on frame work / complete structure etc complete all as specified and as directed by Engr-in-Charge. Note:- The cost of PCC, welding work, self tapping screws or 'J' hook, painting and other required materials for re-fixing shall be deemed to be included in unit rate. |
| 9 | M&L for preparation of old painted surfaces of steel and iron surfaces of any description not otherwise described over 10 cm width & girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 10 | S&F steel work in tubular/ square/ rectangular post, trusses, cantilever, purlin including special shaped washer etc. complete using ERW or induction butt welded square/rectangular pipes including necessary cutting, welding, base plates including necessary making holes, angle iron cleat, washers, nut and bolt, anchor bolt etc with and including applying two coats of synthetic enamel paint over a coat of red oxide primer for all sections complete all as specified and as directed by Engineer-in-charge. |
| 11 | S&F Pre-painted coloured galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550Mpa as in roof covering/Chajja/cladding to wall, fixed with self tapping screws or 'J' hooks including crimping of sheet as site requirements complete all as specified and as directed. |
| 12 | S&F Pre-painted coloured galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550Mpa as in roof covering/ ridge/ Chajja/ cladding to wall, fixed with self tapping screws or 'J' hook complete all as specified and as directed. |
| 13 | S&F mild steel black plain sheet of 1.60 mm thick as in steel gate, roof valley gutter, water troughs, ducts and similar work cut to size, holes punched, including round headed screwed cut nails or rivets and fixed to wood or steel framing with plain 40mm lap joints with riveted or welded seams including or turning up, etc including applying two coats of synthetic enamel paint over a coat of red oxide primer with and including taking down of existing old sheet complete all as specified and directed by Engineer-in-charge. |
| 14 | M&L for 1mm thick plain Pre-painted coloured galvanised, mild steel sheeting in ridges, hips, valley gutters, drip and straight flashings (length and girth of zinc coating 275) complete including necessary bending, welding or soldering joints provided as per site requirements complete all as specified and as directed by Engr-in-Charge. |
| 15 | M&L for mild steel framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary gusset plates, riveting etc. complete conforming to Fe-290 (Gde E-165) with and including applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 16 | S&F mild steel 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, frame work of water tanks and similar work conforming to Fe-410-0 or Fe 310-0 with and including applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 17 | M&L for hardcore of gauge not exc. 63mm deposited, spread and levelled in layers not exc. 15cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge. |
| 18 | M&L for 100mm thick cement concrete (1:4:8) type D2 (using 40mm graded stone aggregate) as in sub base of floor including preparation of old surface to receive sub base complete all as specified and as directed. |
| 19 | M&L for 150mm thick cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) as in flooring, laid in alternate bay, finished even and smooth without using extra cement with and including belting & brooming and necessary formwork complete all as specified and as directed by Engineer-in-Charge. |
| 20 | M&L for forming 12mm thick expansion joints for 150 mm thick concrete slab by cutting the full depth using diamond cutter filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A' complete all as specified and as directed. Note:- (a) Initial cutting of joints shall be carried out as per MORTH specifications. (b) Edges of joints shall be rounded up by mechanical means at the time of final cutting. (c) Final cutting, rounding of edges, inserting filler board to avoid deposition of foregion materials in the joint upto final filling of joints shall be carried out after 28 days.(d) Applying masking tape on the edges of joint to prevent accidental slippage of sealant on top surfaces and to give a neat finish to the sealant and removing the masking tape after sealant is applied as required. |
| 21 | Demolition of cement concrete in ground floor and pavings n. exc 15 cm thickness below or above ground level complete all as specified and as directed. |
| 22 | Demolition of reinforced cement concrete as in roofs, floors (other than ground floors) beams, staircases, landing, chajjas & similar suspended work complete all as specified and as directed. |
| 23 | Demolition of cement concrete (unreinforced) of any description in ground floor and paving n. exc 15cm thickness (below or above ground level) including removing the rubbish out side defence land complete all as specified and as directed by Engineer-in-Charge. |
| 24 | Dismantling floor, hearth or wall tiling, kota stone slab including cement mortar bedding (but not backing) and removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed. |
| 25 | M&L for vitrified coloured glazed ceramic tiles 10mm thick (square/regtangular) polished, area of each tiles not exc 0.36 sqm as in floors etc, set and joineted with neat cement slurry and pointed in white or colour cement to match with and including over 15mm thick screed bed in CM (1:6) complete all as specified and as directed. |
| 26 | M&L for joint free coloured glazed ceramic tiles as in vertical surfaces of size (300 x 200)mm x 7mm thick / (450 x 300)mm x 7mm thick, set and jointed in cement slurry and pointed in white or coloured cement to match with and including laid over 15mm thick cement rendering in cement mortar (1:4) complete all as specified and as directed by Engineer-in-Charge. |
| 27 | M&L for machine cut kota stone slab flooring 18-20 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab (slab size not less than 55cm x 55cm) including rubbing and granite (mirror) polishing complete over and including laid over 15mm thick screed bed in CM (1:4) wih a coat of cement slurry @ 3kg/sqm complete all as specified and as directed by Engineer-in-Charge. |
| 28 | M&L for machine pressed, glossy finish 25mm thick coloured cement concrete chequered tiles of size (300mm x 300mm) of pattern as approved set, jointed and pointed in neat cement slurry and pigment as in floors laid over cement screed bed of 15mm thick in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge. |
| 29 | M&L for durastone vitrified tiles coloured, light shade 10mm thick, area of each tile exc 0.06 sqm but not exc 0.36 sqm in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the surfaces, laid over & including 15mm thick screed bed in cement mortar (1:6) complete all as specified and as directed by Engineer-in-Charge. |
| 30 | S&F glossy finished machine pressed precast concrete interlocking paver block any shape and size, with grey cement and pigment to match, conforming to IS 15658-2006 of 60mm thick M-35 grade with and including laid over 50mm thick sand cushioning over and including 75mm thick cement concrete (1:4:8) type D2 (using 40mm graded stone aggregate) as in sub base complete all as specified and as directed. |
| 31 | Demolition of brick work built in cement mortar, including all quoins, arches, pillars etc of any description including removing debrish from site complete all as specified and as directed by Engineer-in-Charge. |
| 32 | M&L for brick work with sub class `B' bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-Charge. |
| 33 | M&L for brick work (except brick) straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-Charge. Note:- Old brick shall be retrieved from srl item No. 31 here in before. |
| 34 | M&L for brick work with sub class ‘B’ bricks, straight or curved on plan any radius in half brick thick wall built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-Charge. |
| 35 | M&L for 15mm thick cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:6), to be finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 36 | M&L for 15mm thick cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:4), to be finished even and fair mix with water proofing compound by weight as per manufacturer's instructions including necessary scaffolding complete all as specified and as directed by Engineer-in-Charge. Note:- Water Proofing Compound shall be measured and paid seperately. |
| 37 | M&L for 75mm thick cement concrete (1:4:8) type D2 (using 40mm graded stone aggregate) as in sub base including preparation, cleaning of existing surface to receive sub base complete all as specified and as directed by Engineer-in-Charge. |
| 38 | M&L for 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete and as specified and as directed by Engineer-in-Charge. |
| 39 | M&L for 100mm thick cement concrete (1:2:4) type B-1, (using 20mm graded stone aggregate) as in flooring laid in alternate bays including preparation of existing surface to receive flooring, including belting & brooming, including necessary formwork complete all as specified and as directed by Engineer-in-Charge. |
| 40 | M&L for cement concrete (1:2:4) type B-1, (using 20 mm graded stone aggregate) as in copings, kerb stone for foot path and similar items with plain fair finishing including chamfers, weathering, throating etc and set in CM (1:4) complete joints to match including necessary use and waste of formwork complete all as specified and as directed by Engineer-in-Charge. |
| 41 | M&L for flush pointing on new or old brick work as in drain vertical and flat surfaces using cement motar (1:3) complete all as specified and as directed. |
| 42 | M&L for PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) as in surface channel, drain and manholes complete all as specified and as directed by Engineer-in-Charge. |
| 43 | M&L for reinforced concrete pipes, class NP2, 150 mm bore, laid and jointed with and including collar complete all as specified and as directed. |
| 44 | M&L for 100mm thick concrete bed to drain pipes in cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore pipe complete all as specified and as directed by Engineer-in-Charge. |
| 45 | Supply only Water Proofing Compound complete all as specified and as directed. |
| 46 | M&L for applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50gm/litre and 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/10sqm over and including priming coat of exterior primer applied @ 0.90 litre/10Sqm over new or old surfaces of wall including complete removal of old decorated surfaces of walls by brooming down or steel wire brushing, mechanical means, scrapping down smoke, moss efflorescent salts and trading oil complete including necessary scaffolding required for painting work, safety measures etc complete all as specified and as directed. |
| 47 | M&L for preparing newly plastered or un plastered surface of walls and applying three coats of white wash on walls complete all as specified and as directed. |
| 48 | M&L for preparation of new plastered surfaces and applying two coats of oil bound distemper over a coat of alkalic resistent primer over 3mm thick avergae cement base wall care putty up to double storey building complete all as specified and as directed. |
| 49 | M&L for RCC nominal mix (1:2:4) type B1 (using 20mm graded stone aggregate) as in slabs supported on walls, chajja, roof beam, roofs, canopies, facia, shelves & the like complete all as specified and as directed. |
| 50 | Use and waste for formwork to soffits of suspended slab such as roof slabs, chajja, facia, floor slabs, shelve, landings and similar works n. exc 200mm thick (horizontal or sloping) complete all as specified and as directed. |
| 51 | M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bendidng etc and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and as directed. |
| 52 | Hacking out old broken glass (any thicknes, size, quality or description) from metal frame including punching or drilling out old glazing pins complete all as specified and as directed. |
| 53 | M&L for 3mm thick ordinary quality glass and glazing with oil putty in square not exc 0.5 sqm in each pane fixed to iron frame work for windows/ventilators complete all as specified and as directed. |
| 54 | M&L for demolition of RCC or steel sections embedded in floor upto 1 mtr depth of any type and any section, including taking out embedded portion and making good to disturbed existing floor ground with PCC (1:2:4) type B2 (using 40mm graded stone aggregates) complete all as specified and as directed by Engr-in-Charge. Please Enable Macros to View BoQ information |