need4boq

CodeDescription
01.1.1Erect 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.
01.1.2Erect 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.
01.1.3Erect 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.
01.1.4Erect 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.
01.1.5Erect and remove engineer's site office (minimum 10 sqm plinth area) with required facilities for low value simple work
01.1.6Provide window type 1800 BTU A.C. for Employer's / Engineer's Office at site and remove after completion of contract.
01.1.7Provision and maintenance of Sign-Board (1 m x 2 m)
01.2.1Provide 3 sets as-built drawing using AutoCAD software in 23.38" x 16.54" (A-2) size standard drawing paper on completeion of works
01.2.2Provide 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
01.2.3Provide colored post-card size 10 Nos. progress photograph of works in 3 sets in each manth during entire contract period of works
01.2.4Prepare 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.
01.2.5Updating Implementation Schedule and submission of its hard and soft copy to the Engineer for approval and acceptance
01.2.6Provide all necessary logistic support to frame monthly progress and review meetings at the project site.
01.3Setting out: providing layout, bench-mark, property line, formation level etc.
01.4Mobilization, cleaning site before commencing actual Physical works and demobilization on completion of work
02.1.1Layout and marking for earthwork in excavation for foundation
02.1.2Earth work in foundation trenches up to 1.5 m depth and maximum 10m lead: soft clayey soil/ loose sand / silt.
02.1.3Earth work in foundation trenches up to 1.5 m depth and maximum 10m lead: medium to stiff clayey soil / medium to dense sand.
02.1.4Earth work in foundation trenches up to 1.5 m depth and maximum 10m lead: very stiff (hard) clayey soil, rubbish and sand.
02.1.5Earth 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.
02.1.6Extra rate for each additional 0.5 meter depth exceeding 1.5 meter
02.1.7Extra rate for each 1 m additional lead beyond 10 m
02.2De-watering by pump during earthwork in excavation for foundation
02.3Supplying and driving of borrack bamboo post minimum 3" dia
02.4Supplying and driving wooden ballah in Palisading
02.5Palisading work with drum sheet excluding cost of vertical post
02.6Supplying and fitting-fixing horizontal bracing in Palisading with ½ split wooden ballah.
02.7.1Shore protection during earthwork in excavation for foundation: depth up to 1.5 m depth
02.7.2Shore protection during earthwork in excavation for foundation: depth beyond 1.5 m
02.8Supplying and laying 2mm thick Geo-textile
02.9Removing 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)
02.10.1Sand filling in foundation and plinth with sand (F.M. 0.50 to 0.80)
02.10.2Sand filling in foundation and plinth with sand (F.M. 1.2)
02.10.3Sand filling in foundation and plinth with local sand (F.M. 2.2)
02.11Khoa consolidation (2:1) in foundation trenches by 50mm down graded brick-chips and sand (F.M. 1.2) in proportion (2 : 1)
02.12Khoa consolidation in foundation trenches by 50mm down graded brick-chips and sand (F.M. 1.2) with cement in proportion (12 : 6 : 1)
02.13Earth filling in foundation trenches and plinth (earth available at site)
02.14Carriage of excavated earth from the construction site by truck or any other means to the selected land within 30 km radious.
02.15.1Earth filling in foundation trenches with carted earth carried by truck or any other means: For Dhaka Metropolitan Area.
02.15.2Earth filling in foundation trenches in 50mm layers with carted earth carried by truck or any other means: For Chittagong / Sylhet/ Narayanganj Area
02.15.3Earth filling in foundation trenches with carted earth carried by truck or any other means: For Rajshahi / Barishal / Khulna metropolitan area
02.15.4Earth 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
02.16.1Site 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
02.16.2Site 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
02.16.3Site development / improvement by carted earth or sand: For Rajshahi / Barishal / Khulna metropolitan area
02.16.4Site 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
02.17Mechanical 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
03.1One layer brick flat soling in foundation or in floor.
03.2One layer herrring bone bond soling in foundation or in floor.
03.3Brick on end edging
03.4.1Mass concrete in foundation (1:3:6) with brick chips & sand of F.M. 1.2
03.4.2Mass concrete in floor (1:3:6) with brick chips & sand of F.M. 1.2
03.5.1Mass concrete in foundation (1:2:4) with brick chips & sand of F.M. 1.2
03.5.2Mass concrete in floor (1:2:4) with brick chips & sand of F.M. 1.2
03.6.175 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
03.6.275 mm or 3" thick damp proof course (1:1.5:3) with Sylhet sand (F.M. 2.3) and 1/2 " down stone chips
03.6.3150 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
03.7Supplying and laying polythene sheet
04.1Brick work with first class bricks in foundation (1:6)
04.2Brick work with first class bricks in superstructure (1:6) Ground floor
04.3Brickwork with 1st class bricks in exterior wall (1:4) Ground floor:
04.4Exposed brick work in exterior wall without outside plaster in superstructure (1:4) with special quality sorted out first class bricks Ground floor:
04.5Exposed brick work in exterior wall without outside plaster in superstructure (1:4) with automatic machine made first class bricks Ground floor:
04.6Brick work with 10 holes machine made bricks (1:4) Ground floor:
04.7Brick work with 9.5" x 4.5" x 2.75" size machine made solid klinker facing bricks (1:4) Ground floor:
04.8Brick 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:
04.9Brick work with 9.5" x 4.5" x 2.75" size 3 hole machine made reinforced klinker facing bricks (1:4) Ground floor:
04.10Extra rate for each additional floor for brick works (items Nos. 4.2 to 4.9)
04.10.1Add for each addl. floor up to 5th floor
04.10.2Add for each addl. floor for 6th floor to 9th floor
04.10.3Add for each addl. floor for 10th floor and above
04.11Extra 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.
04.12Facing brick work with 200 x 100 x 50 mm machine made hard pressed klinker facing bricks (1:4) with out pointing.
04.13Facing brick work with 200 x 50 x 50 mm machine made klinker facing strips (1:4) with outside pointing.
04.14Facing brick work with 200 x 62 x 25 mm machine made klinker red strips (1:4) with out side pointing. Ground floor
04.15125 mm brick work with first class bricks (1:6) in superstructure Ground floor:
04.16125 mm brick work with first class bricks (1:4) in superstructure Ground floor:
04.17Exposed 125 mm thick pointing extra ordinary ornamental brick work (1:4) with sorted out bricks Ground floor
04.18Exposed 125 mm thick pointing extra ordinary ornamental brick work (1:4) with automatic machine made 1st classs bricks Ground floor
04.19125 mm thick brick work with 10 hole machine made ceramic bricks (1:4) in superstructure Ground floor
04.20.1Fancy screen work in wall with 4'' x 4'' x 4'' design block (1:3). Ground floor:
04.20.2Fancy screen work in wall with 6.5'' x 4.75'' x 4'' design block (1:3) facing 6.5" x 4" Ground floor
04.20.3Fancy Screen work with 6'' x 6'' x 4'' design block in all floors (1:3)
04.21Extra rate for each additional floor for brick and screen block work (Item Nos. 4.12 to 4.20)
04.21.1Add for each addl. floor up to 5th floor
04.21.2Add for each addl. floor for 6th floor to 9th floor
04.21.3Add for each addl. floor 10th floor and above
04.22.1100 mm thick brick on edge pavement with 200 x 100 x 50 mm klinker paving bricks (1:4)
04.22.250 mm thick flat brick pavement with 200 x 100 x 50 mm klinker paving bricks (1:4)
04.22.350 mm thick brick pavement with 200 x 50 x 50 mm klinker paving bricks (1:4)
04.23125 mm thick brick pavement on flooring with 1st class bricks (1:4)
04.24125 mm thick brick pavement on flooring with 10 holes ceramic bricks (1:4)
04.2575mm thick cement concrete (C.C.) in floor (1:3:6) with brick chips
04.2625 mm thick artificial patent stone flooring (1:2:4) with brick chips
04.2738 mm thick artificial patent stone flooring (1:2:4) with brick chips
04.2825 mm thick artificial patent stone flooring (1:2:4) with 12mm down graded stone chips
04.2938 mm thick artificial patent stone flooring (1:2:4) with 12mm down graded stone chips
04.3025 mm thick artificial patent stone flooring (1 : 1.5 : 3) with 12mm down graded stone chips
04.3138 mm thick artificial patent stone flooring (1: 1.5 : 3) with 12mm down graded stone chips
04.32Extra rate for each additional floor for patent stone flooring
04.32.1Add for each addl. floor up to 5th floor
04.32.2Add for each addl. floor for 6th floor to 9th floor
04.32.3Add for each addl. floor 10th floor and above
05.110 mm thick (finished) mosaic in floor in/c 25 mm thick patent stone (1:2:4) with BRICK chips
05.1.1With Indian chips & glass strip using 100% white cement
05.1.2With Indian chips & glass strip using 100% grey cement
05.1.3With Pakistani chips & glass strip using 100% white cement
05.1.4With Indian chips & without glass strip using 100% white cement
05.1.5With Indian chips without glass strip using 100% grey cement
05.1.6With Pakistani chips without glass strip using 100% white cement
05.212 mm thick (finished) mosaic with white cement in floor in/c 25 mm thick patent stone (1:2:4) with BRICK chips
05.2.1With Indian chips & glass strip
05.2.2With Pakistani chips & glass strip
05.2.3With Indian chips & without glass strip
05.2.4Pakistani chips & without glass strip
05.310 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)
05.3.1With Indian chips & glass strip
05.3.2With Pakistani chips & glass strip
05.3.3With Indian chips & without glass strip
05.3.4Pakistani chips & without glass strip
05.412 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)
05.4.1With Indian chips & glass strip
05.4.2With Pakistani chips & glass strip
05.4.3With Indian chips & without glass strip
05.4.4With Pakistani chips & without glass strip
05.510 mm thick (finished) mosaic on wall with 100% white cement
05.5.1With Indian chips
05.5.2With Pakistani chips
05.610 mm thick (finished) mosaic on wall (White cement : Grey cement = 1 : 1)
05.6.1With Indian chips
05.6.2With Pakistani chips
05.6.3With Indian chips using 100% grey cement
05.710 mm thick (finished) coloured mosaic in floor in/c 25 mm thick patent stone with BRICK-CHIPS.
05.7.1With Indian chips & glass strip
05.7.2With Pakistani chips & glass strip
05.7.3With Indian chips & without glass strip
05.7.4With Pakistani chips & without glass strip
05.812 mm thick (finished) coloured mosaic in floor in/c 25 mm thick patent stone with BRICK-CHIPS.
05.8.1With Indian chips & glass strip
05.8.2With Pakistani chips & glass strip
05.8.3With Indian chips & without glass strip
05.8.4With Pakistani chips & without glass strip
05.910 mm thick (finished) coloured mosaic on wall
05.9.1With Indian chips
05.9.2With Pakistani chips
05.10Mosaic terrazzo tiles flooring
05.10.1200 x 200 x 20 mm (finished) mosaic terrazzo tiles flooring with Indian chips
05.10.2200 x 200 x 20 mm (finished) mosaic terrazzo tiles flooring with Pakistani chips.
05.11Extra rate for each additional floor for mosaic and terazzo tiles works (Item Nos. 5.1 to 5.10)
05.11.1Add for each addl. floor up to 5th floor
05.11.2Add for each addl. floor for 6th floor to 9th floor
05.11.3Add for each addl. floor for 10th floor and above
06.1.1Marble stone flooring with 18 mm thick Indian black/ white marble stone
06.1.2Marble stone flooring with 16 mm thick Indian black/ white marble stone
06.2.1Marble stone flooring with 18 mm thick Indian coloured/ grey marble stone
06.2.2Marble stone flooring with 16 mm thick Indian coloured/ grey marble stone
06.3.1Marble stone on walls with 12 mm thick Indian white / black marble stone
06.3.2Marble stone on walls with 12 mm thick Indian coloured / grey marble stone
06.4Marble stone FLOORING with 18 mm thick Italian grey / coloured marble stone Italy
06.5.1Labour Cost for making moulding in 18 mm thick marble stone
06.5.2Labour Cost for making moulding in 16 mm thick marble stone
06.5.3Labour Cost for making moulding in 12 mm thick marble stone
06.6Supplying, fitting and fixing glazed wall tiles on 20mm thick sand cement mortar base (3:1):
06.6.1White glazed tiles of different sizes
06.6.2Coloured galazed wall tiles of different sizes
06.6.3Special design glazed coloured wall tiles
06.7Supplying, fitting and fixing glazed homogeneous floor tiles on cement mortar base (4:1):
06.7.1GP (homogeneous) 300 x 300 mm floor tiles
06.7.2GP (homogeneous) 400 x 400 mm floor tiles
06.8Supplying, fitting and fixing unglazed homogeneous floor tiles on cement mortar base (4:1):
06.8.1GP (homogeneous) 300 x 300 mm floor tiles
06.8.2GP (homogeneous) 400 x 400 mm floor tiles
06.9Supplying, fitting and fixing mirror polished floor tiles on cement mortar base (4:1):
06.9.1GP (mirror polished) 300 x 300 mm floor tiles
06.9.2GP (mirror polished) 400 x 400 mm floor tiles
06.9.3GP (mirror polished) 300 x 600 mm / 600 x 600 mm floor tiles
06.10Supplying, fitting and fixing GP homogeneous stair tiles on cement mortar base (4:1):
06.11Supplying, fitting and fixing GP glazed homogenous/GP unglazed homogenous/Mirror polished floor tiles with tiles adhesives & Joint filler/ tiles grout
06.11.1GP glazed homogenous floor tiles (400 x 400 mm)