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| 1 | Demolition of cement concrete reinforced of any description and in any position, including reinforcement cut as required to facilitate and including removing rubbish material from site and thrown in low lying empty area (as per direction of AGE/JE) complete all as specified and as directed by Engineer-in-charge. The weight of scrap iron for schedule of credit shall be ascertain by BOO as ordered by GE. The copy of BOO duly countersigned by GE shall be enclosed with final Bill. |
| 2 | Dismantling timber scantlings 40 sq. cm and over in section (framed work), in any position complete all as specified and directed by Engineer-in-Charge. |
| 3 | Dismantling of timber framed work as in fillets, rails, posts, rafters, purlins, etc. under 40 sq. cm in section complete all as specified and directed by Engineer-in-Charge. |
| 4 | Dismantling wall ceiling boards (fiber, Pulp, insulation etc) or insulation board/slabs/blankets, any thickness, including cover fillets & snap grid frame etc, complete all as specified and directed by Engineer-in-Charge. |
| 5 | Dismantling boarding, any description, fixed in any position with nails complete all as specified and directed by Engineer-In-Charge. |
| 6 | Material & Labour 2nd class hard wood plain fillets square/ rectangular or triangular in section , clean sawn, bull nosed, splayed, chamfered or rounded on one edge or face secured with nails or brads of sectional area exceeding 13 Sqcm but not exceeding 25 Sqcm complete all as specified and directed by Engineer-in-Charge. |
| 7 | Material & Labour 2nd class hard wood plain fillets square/rectangular or triangular in section , clean sawn, bull nosed , splayed, chamfered or rounded on one edge or face secured with nails or brads of sectional area exceeding 06 Sqcm but not exceeding 13 Sqcm complete all as specified and directed by Engineer-in-Charge. |
| 8 | Material & Labour 2nd class hard wood plain fillets square/rectangular or triangular in section, clean sawn, bull nosed, splayed, chamfered or rounded on one edge or face secured with nails or brads of sectional area exceeding 03 Sqcm but not exceeding 06 Sqcm complete all as specified and directed by Engineer-in-Charge. |
| 9 | Material & Labour 2nd class hard wood plain fillets square/rectangular or triangular in section , clean sawn, bull nosed , splayed, chamfered or rounded on one edge or face secured with nails or brads of sectional area not exceeding 03 Sqcm complete all as specified and directed by Engineer-in-Charge. |
| 10 | Material & Labour for 4mm thick veneered decorative plywood, grade 1 (with BWR resin) with decorative face veneers on one faces; fixed with nails to timber frame work as in ceiling complete all as specified and directed by Engineer-in-Charge. complete all as specified and directed by Engineer-in-Charge. |
| 11 | Material & Labour for 4mm thick veneered decorative plywood, grade 1 (with BWR resin) with decorative face veneers on one faces; fixed with nails to timber frame work as in walls complete all as specified and directed by Engineer-in-Charge. complete all as specified and directed by Engineer-in-Charge. |
| 12 | Material and Labour for Excavating in post holes (or similar holes) each not exceeding 0.5 cum getting out in hard/ dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and as directed by Engineer-in-Charge. |
| 13 | Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, Pipes, etc not exceeding 10 sqm on plan and not exceeding 1.5 mtr in depth and getting out in Hard /dense soil complete all as specified and as directed by Engineer-in- charge. |
| 14 | Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable , Pipes , etc. not exceeding 10 sqm on plan and not exceeding 1.5mtr in depth and getting out in soft /loose soil complete all as specified and as directed by Engineer-in- charge. |
| 15 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in Hard/Dense soil complete all as specified and as directed by Engineer-in-Charge. |
| 16 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-Charge. |
| 17 | Material & Labour for pre-cast cement concrete (1:3:6) type C1 (using 20mm graded stone aggregate) as in cover slabs for drain set in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 18 | Material & Labour for PCC 1:4:8, Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. |
| 19 | Material & Labour for PCC 1:3:6, Type C2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. |
| 20 | Material & Labour for PCC 1:3:6, Type C2, using 40mm graded stone aggregates as in surface channels and drain concrete complete all as specified and directed by Engineer-in-Charge. |
| 21 | Material & Labour for 100mm thick plain cement concrete 1:3:6, Type C2 (using 40mm graded stone aggregates as in sub base of floor complete all as specified and as directed by Engineer-in-Charge. |
| 22 | Material & Labour for PCC 1:2:4 type B0 using 12.5 mm graded stone aggregates as in lintel upto 1.5m clear span, cills, steps; seismic and other similar bends, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and thelikeincluding weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge. |
| 23 | Material & Labour for Reinforced cement concrete (nominal mix) (1:2:4) type B1, (using 20mm graded stone aggregate 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 as directed by Engineer-in-Charge. Note: Reinforcement shall be measured and paid separately under appropriate item of Schedule 'A' BoQ. |
| 24 | Material & Labour for Brickwork with sub class ‘B’ burnt clay old size 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. |
| 25 | Material & Labour for Brickwork with sub class ‘B’ burnt clay old size brick, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 26 | Material & Labour for Hardcore of broken stone or boulders ,gauge not exceeding 63mm , deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge. |
| 27 | Material & Labour for 100 mm thick PCC 1:4:8 ,Type-D2, using 40mm graded stone aggregates as in sub base of flooring complete all as specified and directed by Engineer-in-Charge. |
| 28 | Material & Labour for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engineer-in-Charge. |
| 29 | Material & Labour for Non skid ceramic coloured joint free tiles, thickness 7mm to 8mm thick (square/ rectangular), colour as approved by Engineer-in-charge area of each tiles exceeding 0.18 Sqm but not exceeding 0.38 Sqm in floor etc set and jointed in neat cement slurry @ 3.00Kg per Sqm and pointed in white or coloured cement to match the colour / shade of tiles , laid over with and including 15mm thick screed bed in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 30 | Material & Labour for Non skid ceramic coloured joint free tiles, thickness 7mm to 8mm thick (square/ rectangular), colour as approved by Engineer-in-charge area of each tiles exceeding 0.11 Sqm but not exceeding 0.18 Sqm in floor etc set and jointed in neat cement slurry @ 3.00Kg per Sqm and pointed in white or coloured cement to match the colour / shade of tiles , laid over with and including 15mm thick screed bed in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 31 | Material & Labour for Gazed Coloured Ceramic tiles, size 300mm x 200mm / 450mm x 350mm x 7mm to 8mm thick, colour as approved by Engineer-in-charge as in vertical surfaces set and jointed in neat cement slurry @ 3.00Kg per Sqm and pointed in white or coloured cement to match the colour / shade of tiles, laid over with and including 10mm thick rendering in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 32 | Material & Labour for 20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 20mm thick screed bed or bedding of cement mortar (1:4). complete all as specified and directed by Engineer-in-Charge. |
| 33 | Material & Labour for 100 mm thickness Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 M-50 Grade with grey cement and no pigment complete all as specified and directed by Engineer-in-Charge. |
| 34 | Material & Labour for Chequerd Cement Concrete tiles glossy finished of size 20cm x 20cm x 25mm thick with grey cement and pigment , set , jointed and pointed in neat cement slurry @ 3.00Kg /Sqm as in floors , laid over with and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 35 | Removing excavated material of any type of soil not exceeding 50m and depositing where directed at a level n exc 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 36 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick, in any type of soil complete all as spefied and as directed by Engineer-in-Charge. |
| 37 | Supply & Fixing mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge. |
| 38 | Material & Labour for Mild steel TMT bars 6mm to 8mm dia , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. |
| 39 | Supply & Fixing mild steel TMT bars 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 hooping for columns, hooking ens and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge. |
| 40 | Supply & Fixing Mild steel work as in tubular trusses and tubular post including special shaped washer etc.complete using ERW or induction butt welded tubes conforming IS:1161-1979 Grade St-240 complete all as specified and as directed by Engineer-in-Charge. |
| 41 | Supply & Fixing Mild steel work as in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) Fe 410 -W (Gde- E- 250) quality-A including distance pieces, cleats etc. complete all as speicied and as directed by Engineer in charge. |
| 42 | Supply & Fixing Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-Charge. |
| 43 | Supply & Fixing Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-Charge. |
| 44 | Material & Labour for complete removing of old existing treatment surface, preparation of surface of wall and applying with and including two coats of cement based paint over with and including one coat of alkali resistant primer complete all as specified and as directed by Engineer-in-Charge. |
| 45 | Material & Labour for complete removing of old existing treatment surface, preparation of surface of wall and applying with and including three coats of white wash over a coat of chalk white primer complete all as specified and as directed by Engineer-in-Charge. |
| 46 | Material & Labour for preparation of new steel surface of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over with and including one coat of red oxide zinc chrome primer complete all as specified and as directed by Engineer-in-Charge. |
| 47 | Material and labour for Rendering 15mm thick in Cement Mortar 1:4 , on fair faces of brick work or concrete surfaces of walls , finish even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 48 | Material and labour for Rendering 15mm thick in Cement Mortar 1:6 , on fair faces of brick work or concrete surfaces of walls , finish even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 49 | Material and Labour for Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc. complete all as specified and as directed by Engineer-in- charge. Note:- Inner girth shall only be measured for payment. Nothing extra shall be paid on this account. |
| 50 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) with and including removing rubbish material from building and thrown in low lying empty area complete all as specified and as directed by Engineer-in-charge. |
| 51 | Dismantling of plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and as directed by Engineer-in-Charge. |
| 52 | Taking down chowkhats or frames with shutters of PVC door, wooden door shutter, wooden window shutter , Mild steel window and Mild steel ventilators (without taking off shutters from the frames) area exceeding 1.50 sqm but not exceeding 4.00 Sqm each complete all as specified and as directed by Engineer-in-Charge. |
| 53 | Taking down chowkhats or frames with shutters of PVC door, wooden door shutter, wooden window shutter , Mild steel window and Mild steel ventilators (without taking off shutters from the frames) area not exceeding 1.50 sqm each complete all as specified and as directed by Engineer-in-Charge. |
| 54 | Material & Labour for providing precast cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in window or door cill, lintels, bressumers, steps, quoin blocks (for use with masonry), string course, copings, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, blunders (for stone walling), corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weathering, throating etc, and setting in mortar 1:4 complete with joints to match complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 55 | Material & Labour for providing precast cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in window or door cill, lintels, bressumers, steps, quoin blocks (for use with masonry), string course, copings, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, blunders (for stone walling), corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weathering, throating etc, and setting in mortar 1:4 complete with joints to match complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
