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need4boq

Code Description
01.1.1 Erect and remove semi-permanent engineer’s site office (minimum 15 sqm plinth area) with required facilities including providing furniture, first-aid box, safety helmet, level/theodolite etc.
01.1.2 Erect and remove semi-permanent engineer’s site office (minimum 38 sqm plinth area) with requied facilities including security fencing and providing furniture, first-aid box, safety helmet, level/theodolite facilities, 5-Kva stand-bye Generator etc.
01.1.3 Erect and remove semi-permanent Engineer’s Site Office (minimum 38 sqm plinth area) with required facilities including providing furniture, first-aid box, safety helmet, level/theodolite facilities, 5-Kva stand-bye Generator etc.security fencing, PC with monitor, Laserjet Printer, UPS etc.
01.1.4 Erect and remove semi-permanent Engineer’s Site office (minimum 38 sqm plinth area) with required facilities including providing furniture, first-aid box, safety helmet, level/theodolite facilities, 5-Kva stand-bye Generator, security fencing, PC with monitor, Laserjet Printer, UPS etc. Photocopier & freeze etc.
01.1.5 Erect and remove engineer’s site office (minimum 10 sqm plinth area) with required facilities for low value simple work
01.1.6 Provide window type 1800 BTU A.C. for Employer’s / Engineer’s Office at site and remove after completion of contract.
01.1.7 Provision and maintenance of Sign-Board (1 m x 2 m)
01.2.1 Provide 3 sets as-built drawing using AutoCAD software in 23.38″ x 16.54″ (A-2) size standard drawing paper on completeion of works
01.2.2 Provide additional copy of as-built drawing using AutoCAD software in 23.38″ x 16.54″ (A-2) size standard drawing paper on completeion of works
01.2.3 Provide colored post-card size 10 Nos. progress photograph of works in 3 sets in each manth during entire contract period of works
01.2.4 Prepare and submission of Implementation Schedule to the Engineer for approval showing the general methods, arrangements, order, and timing for all the activities in the works prepared in Microsoft Project or in any other software programme accepted by the Engineer.
01.2.5 Updating Implementation Schedule and submission of its hard and soft copy to the Engineer for approval and acceptance
01.2.6 Provide all necessary logistic support to frame monthly progress and review meetings at the project site.
01.3 Setting out: providing layout, bench-mark, property line, formation level etc.
01.4 Mobilization, cleaning site before commencing actual Physical works and demobilization on completion of work
02.1.1 Layout and marking for earthwork in excavation for foundation
02.1.2 Earth work in foundation trenches up to 1.5 m depth and maximum 10m lead: soft clayey soil/ loose sand / silt.
02.1.3 Earth work in foundation trenches up to 1.5 m depth and maximum 10m lead: medium to stiff clayey soil / medium to dense sand.
02.1.4 Earth work in foundation trenches up to 1.5 m depth and maximum 10m lead: very stiff (hard) clayey soil, rubbish and sand.
02.1.5 Earth work in foundation trenches up to 1.5 m depth and maximum 10m lead: very soft saturated / organic clayey soil/ soil of semi-liquid state.
02.1.6 Extra rate for each additional 0.5 meter depth exceeding 1.5 meter
02.1.7 Extra rate for each 1 m additional lead beyond 10 m
02.2 De-watering by pump during earthwork in excavation for foundation
02.3 Supplying and driving of borrack bamboo post minimum 3″ dia
02.4 Supplying and driving wooden ballah in Palisading
02.5 Palisading work with drum sheet excluding cost of vertical post
02.6 Supplying and fitting-fixing horizontal bracing in Palisading with ½ split wooden ballah.
02.7.1 Shore protection during earthwork in excavation for foundation: depth up to 1.5 m depth
02.7.2 Shore protection during earthwork in excavation for foundation: depth beyond 1.5 m
02.8 Supplying and laying 2mm thick Geo-textile
02.9 Removing Sludge/semi-liquid clay etc. from the bottom of any type of Marshy land/Lake/Ditch/Pond in/c mixing fine local sand of F.M 0.5 to 0.8 to a proportion (1:10)
02.10.1 Sand filling in foundation and plinth with sand (F.M. 0.50 to 0.80)
02.10.2 Sand filling in foundation and plinth with sand (F.M. 1.2)
02.10.3 Sand filling in foundation and plinth with local sand (F.M. 2.2)
02.11 Khoa consolidation (2:1) in foundation trenches by 50mm down graded brick-chips and sand (F.M. 1.2) in proportion (2 : 1)
02.12 Khoa consolidation in foundation trenches by 50mm down graded brick-chips and sand (F.M. 1.2) with cement in proportion (12 : 6 : 1)
02.13 Earth filling in foundation trenches and plinth (earth available at site)
02.14 Carriage of excavated earth from the construction site by truck or any other means to the selected land within 30 km radious.
02.15.1 Earth filling in foundation trenches with carted earth carried by truck or any other means: For Dhaka Metropolitan Area.
02.15.2 Earth filling in foundation trenches in 50mm layers with carted earth carried by truck or any other means: For Chittagong / Sylhet/ Narayanganj Area
02.15.3 Earth filling in foundation trenches with carted earth carried by truck or any other means: For Rajshahi / Barishal / Khulna metropolitan area
02.15.4 Earth filling in foundation trenches with carted earth carried by truck or any other means: For other than Dhaka, Ctg., Sylhet, Rajshahi, Barishal, Khulna metropolitan area and N’ganj district
02.16.1 Site development / improvement by earth carried by truck/ dredging or any other means in/c cost of earth, carrying, levelling and dressing: For Dhaka Metropolitan Area
02.16.2 Site development / improvement by earth carried by truck/ dredging or any other means in/c cost of earth, carrying, levelling and dressing: For Chittagong / Sylhet/ Narayanganj Area
02.16.3 Site development / improvement by carted earth or sand: For Rajshahi / Barishal / Khulna metropolitan area
02.16.4 Site development / improvement by earth carried by truck/ dredging or any other means in/c cost of earth, carrying, levelling and dressing: For other than Dhaka, Ctg., Sylhet, Rajshahi, Barishal, Khulna metropolitan area and N’ganj district
02.17 Mechanical compaction of earth/coarse sand (F.M. 1.2) in 150 mm layers including leveling, watering and consolidation each layer with chain dozer, grader up to finished level
03.1 One layer brick flat soling in foundation or in floor.
03.2 One layer herrring bone bond soling in foundation or in floor.
03.3 Brick on end edging
03.4.1 Mass concrete in foundation (1:3:6) with brick chips & sand of F.M. 1.2
03.4.2 Mass concrete in floor (1:3:6) with brick chips & sand of F.M. 1.2
03.5.1 Mass concrete in foundation (1:2:4) with brick chips & sand of F.M. 1.2
03.5.2 Mass concrete in floor (1:2:4) with brick chips & sand of F.M. 1.2
03.6.1 75 mm thick damp proof course (1:1.5:3) with 50% Sylhet sand (F.M. 2.2) & 50% local sand (F.M. 1.2) and 12mm down graded brick chips
03.6.2 75 mm or 3″ thick damp proof course (1:1.5:3) with Sylhet sand (F.M. 2.3) and 1/2 ” down stone chips
03.6.3 150 mm thick damp proof course (1:1.5:3) with Sylhet sand (F.M. 2.2) and 1/2″ down stone chips using water-proofing admixture / agent
03.7 Supplying and laying polythene sheet
04.1 Brick work with first class bricks in foundation (1:6)
04.2 Brick work with first class bricks in superstructure (1:6) Ground floor
04.3 Brickwork with 1st class bricks in exterior wall (1:4) Ground floor:
04.4 Exposed brick work in exterior wall without outside plaster in superstructure (1:4) with special quality sorted out first class bricks Ground floor:
04.5 Exposed brick work in exterior wall without outside plaster in superstructure (1:4) with automatic machine made first class bricks Ground floor:
04.6 Brick work with 10 holes machine made bricks (1:4) Ground floor:
04.7 Brick work with 9.5″ x 4.5″ x 2.75″ size machine made solid klinker facing bricks (1:4) Ground floor:
04.8 Brick work with 9.5″ x 4.5″ x 2.75″ size 10 hole machine made rock-face/textured klinker facing bricks (1:4) Ground floor:
04.9 Brick work with 9.5″ x 4.5″ x 2.75″ size 3 hole machine made reinforced klinker facing bricks (1:4) Ground floor:
04.10 Extra rate for each additional floor for brick works (items Nos. 4.2 to 4.9)
04.10.1 Add for each addl. floor up to 5th floor
04.10.2 Add for each addl. floor for 6th floor to 9th floor
04.10.3 Add for each addl. floor for 10th floor and above
04.11 Extra rate (for per meter increase of height) over the rate of item No. 4.2 to 4.9 where free height of the structure exceeds 4 meter.
04.12 Facing brick work with 200 x 100 x 50 mm machine made hard pressed klinker facing bricks (1:4) with out pointing.
04.13 Facing brick work with 200 x 50 x 50 mm machine made klinker facing strips (1:4) with outside pointing.
04.14 Facing brick work with 200 x 62 x 25 mm machine made klinker red strips (1:4) with out side pointing. Ground floor
04.15 125 mm brick work with first class bricks (1:6) in superstructure Ground floor:
04.16 125 mm brick work with first class bricks (1:4) in superstructure Ground floor:
04.17 Exposed 125 mm thick pointing extra ordinary ornamental brick work (1:4) with sorted out bricks Ground floor
04.18 Exposed 125 mm thick pointing extra ordinary ornamental brick work (1:4) with automatic machine made 1st classs bricks Ground floor
04.19 125 mm thick brick work with 10 hole machine made ceramic bricks (1:4) in superstructure Ground floor
04.20.1 Fancy screen work in wall with 4” x 4” x 4” design block (1:3). Ground floor:
04.20.2 Fancy screen work in wall with 6.5” x 4.75” x 4” design block (1:3) facing 6.5″ x 4″ Ground floor
04.20.3 Fancy Screen work with 6” x 6” x 4” design block in all floors (1:3)
04.21 Extra rate for each additional floor for brick and screen block work (Item Nos. 4.12 to 4.20)
04.21.1 Add for each addl. floor up to 5th floor
04.21.2 Add for each addl. floor for 6th floor to 9th floor
04.21.3 Add for each addl. floor 10th floor and above
04.22.1 100 mm thick brick on edge pavement with 200 x 100 x 50 mm klinker paving bricks (1:4)
04.22.2 50 mm thick flat brick pavement with 200 x 100 x 50 mm klinker paving bricks (1:4)
04.22.3 50 mm thick brick pavement with 200 x 50 x 50 mm klinker paving bricks (1:4)
04.23 125 mm thick brick pavement on flooring with 1st class bricks (1:4)
04.24 125 mm thick brick pavement on flooring with 10 holes ceramic bricks (1:4)
04.25 75mm thick cement concrete (C.C.) in floor (1:3:6) with brick chips
04.26 25 mm thick artificial patent stone flooring (1:2:4) with brick chips
04.27 38 mm thick artificial patent stone flooring (1:2:4) with brick chips
04.28 25 mm thick artificial patent stone flooring (1:2:4) with 12mm down graded stone chips
04.29 38 mm thick artificial patent stone flooring (1:2:4) with 12mm down graded stone chips
04.30 25 mm thick artificial patent stone flooring (1 : 1.5 : 3) with 12mm down graded stone chips
04.31 38 mm thick artificial patent stone flooring (1: 1.5 : 3) with 12mm down graded stone chips
04.32 Extra rate for each additional floor for patent stone flooring
04.32.1 Add for each addl. floor up to 5th floor
04.32.2 Add for each addl. floor for 6th floor to 9th floor
04.32.3 Add for each addl. floor 10th floor and above
05.1 10 mm thick (finished) mosaic in floor in/c 25 mm thick patent stone (1:2:4) with BRICK chips
05.1.1 With Indian chips & glass strip using 100% white cement
05.1.2 With Indian chips & glass strip using 100% grey cement
05.1.3 With Pakistani chips & glass strip using 100% white cement
05.1.4 With Indian chips & without glass strip using 100% white cement
05.1.5 With Indian chips without glass strip using 100% grey cement
05.1.6 With Pakistani chips without glass strip using 100% white cement
05.2 12 mm thick (finished) mosaic with white cement in floor in/c 25 mm thick patent stone (1:2:4) with BRICK chips
05.2.1 With Indian chips & glass strip
05.2.2 With Pakistani chips & glass strip
05.2.3 With Indian chips & without glass strip
05.2.4 Pakistani chips & without glass strip
05.3 10 mm thick (finished) silver grey situ mosaic in floor in/c 25 mm thick patent stone (1;2:4) with BRICK-CHIPS: (white cement : grey cement = 1:1)
05.3.1 With Indian chips & glass strip
05.3.2 With Pakistani chips & glass strip
05.3.3 With Indian chips & without glass strip
05.3.4 Pakistani chips & without glass strip
05.4 12 mm thick (finished) silver grey situ mosaic in floor in/c 25 mm thick patent stone with BRICK-CHIPS: (white cement : grey cement = 1:1)
05.4.1 With Indian chips & glass strip
05.4.2 With Pakistani chips & glass strip
05.4.3 With Indian chips & without glass strip
05.4.4 With Pakistani chips & without glass strip
05.5 10 mm thick (finished) mosaic on wall with 100% white cement
05.5.1 With Indian chips
05.5.2 With Pakistani chips
05.6 10 mm thick (finished) mosaic on wall (White cement : Grey cement = 1 : 1)
05.6.1 With Indian chips
05.6.2 With Pakistani chips
05.6.3 With Indian chips using 100% grey cement
05.7 10 mm thick (finished) coloured mosaic in floor in/c 25 mm thick patent stone with BRICK-CHIPS.
05.7.1 With Indian chips & glass strip
05.7.2 With Pakistani chips & glass strip
05.7.3 With Indian chips & without glass strip
05.7.4 With Pakistani chips & without glass strip
05.8 12 mm thick (finished) coloured mosaic in floor in/c 25 mm thick patent stone with BRICK-CHIPS.
05.8.1 With Indian chips & glass strip
05.8.2 With Pakistani chips & glass strip
05.8.3 With Indian chips & without glass strip
05.8.4 With Pakistani chips & without glass strip
05.9 10 mm thick (finished) coloured mosaic on wall
05.9.1 With Indian chips
05.9.2 With Pakistani chips
05.10 Mosaic terrazzo tiles flooring
05.10.1 200 x 200 x 20 mm (finished) mosaic terrazzo tiles flooring with Indian chips
05.10.2 200 x 200 x 20 mm (finished) mosaic terrazzo tiles flooring with Pakistani chips.
05.11 Extra rate for each additional floor for mosaic and terazzo tiles works (Item Nos. 5.1 to 5.10)
05.11.1 Add for each addl. floor up to 5th floor
05.11.2 Add for each addl. floor for 6th floor to 9th floor
05.11.3 Add for each addl. floor for 10th floor and above
06.1.1 Marble stone flooring with 18 mm thick Indian black/ white marble stone
06.1.2 Marble stone flooring with 16 mm thick Indian black/ white marble stone
06.2.1 Marble stone flooring with 18 mm thick Indian coloured/ grey marble stone
06.2.2 Marble stone flooring with 16 mm thick Indian coloured/ grey marble stone
06.3.1 Marble stone on walls with 12 mm thick Indian white / black marble stone
06.3.2 Marble stone on walls with 12 mm thick Indian coloured / grey marble stone
06.4 Marble stone FLOORING with 18 mm thick Italian grey / coloured marble stone Italy
06.5.1 Labour Cost for making moulding in 18 mm thick marble stone
06.5.2 Labour Cost for making moulding in 16 mm thick marble stone
06.5.3 Labour Cost for making moulding in 12 mm thick marble stone
06.6 Supplying, fitting and fixing glazed wall tiles on 20mm thick sand cement mortar base (3:1):
06.6.1 White glazed tiles of different sizes
06.6.2 Coloured galazed wall tiles of different sizes
06.6.3 Special design glazed coloured wall tiles
06.7 Supplying, fitting and fixing glazed homogeneous floor tiles on cement mortar base (4:1):
06.7.1 GP (homogeneous) 300 x 300 mm floor tiles
06.7.2 GP (homogeneous) 400 x 400 mm floor tiles
06.8 Supplying, fitting and fixing unglazed homogeneous floor tiles on cement mortar base (4:1):
06.8.1 GP (homogeneous) 300 x 300 mm floor tiles
06.8.2 GP (homogeneous) 400 x 400 mm floor tiles
06.9 Supplying, fitting and fixing mirror polished floor tiles on cement mortar base (4:1):
06.9.1 GP (mirror polished) 300 x 300 mm floor tiles
06.9.2 GP (mirror polished) 400 x 400 mm floor tiles
06.9.3 GP (mirror polished) 300 x 600 mm / 600 x 600 mm floor tiles
06.10 Supplying, fitting and fixing GP homogeneous stair tiles on cement mortar base (4:1):
06.11 Supplying, fitting and fixing GP glazed homogenous/GP unglazed homogenous/Mirror polished floor tiles with tiles adhesives & Joint filler/ tiles grout
06.11.1 GP glazed homogenous floor tiles (400 x 400 mm)

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