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)
06.11.2 GP glazed homogenous floor tiles (300 x 300 mm)
06.11.3 GP un-glazed homogenous floor tiles (400 x 400 mm)
06.11.4 GP un-glazed homogenous floor tiles (300 x 300 mm)
06.11.5 GP Mirror Polished floor tiles (300 x 300 mm)
06.11.6 GP Mirror Polished floor tiles (400 x 400 mm)
06.11.7 GP Mirror Polished floor tiles (600 x 600 mm)
06.12 Extra Rate for each additional floor for Tiles and Marble Stone Works
06.12.1 Add for each addl. floor up to 5th floor
06.12.2 Add for each addl. floor for 6th floor to 9th floor
06.12.3 Add for each addl. floor for 10th floor and above
07.1 R.C.C. work with cement CEM-I, f'c = 19 MPa, min. fcr = 24 Mpa in nominal mix 1:2:4 excluding the cost of reinforcement and its fabrication with BRICK chips using WOODEN shutter (sand of F.M. 1.2 & F.M. 2.2 in equal proportion)
07.1.1 Individual and continuous footings of column at plinth level
07.1.1.1 Concrete
07.1.1.2 Formwork/shuttering, prop and necessary supports etc. (wooden)
07.1.2 In raft/ mat/ floor slab at plinth level
07.1.2.1 Concrete
07.1.2.2 Formwork/shuttering, prop and necessary supports etc. (wooden)
07.1.3 In foundation beam
07.1.3.1 Concrete
07.1.3.2 Formwork/shuttering, prop and necessary supports etc. (wooden)
07.1.4 Padestals, column capitals, lift walls and walls
07.1.4.1 Concrete Ground floor and below plinth level
07.1.4.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.1.5 Tie beam and lintels
07.1.5.1 Concrete Ground floor and below plinth level
07.1.5.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.1.6 Tee beams, Ell beams and Rectangular beams etc
07.1.6.1 Concrete Ground floor and below plinth level
07.1.6.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.1.7 Floor and roof slab
07.1.7.1 Concrete Ground floor
07.1.7.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.1.8 Cornice, railing, drop walls, louver, fins etc.
07.1.8.1 Concrete Ground floor
07.1.8.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.1.9 Sunshade, false ceiling
07.1.9.1 Concrete Ground floor
07.1.9.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.1.10 Stair case slab and steps
07.1.10.1 Concrete Ground floor
07.1.10.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.1.11 Waffle or Ribbed floor/roof slab
07.1.11.1 Concrete Ground floor
07.1.11.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.2 R.C.C. work with cement CEM-I, f'c = 19 MPa, min. fcr = 24 Mpa in nominal mix 1:2:4 complete excluding the cost of reinforcement and its fabrication in with BRICK chips using STEEL shutter (sand of F.M. 1.2 & F.M. 2.2 in equal proportion)
07.2.1 Individual and continuous footings of column at plinth level
07.2.1.1 Concrete Ground floor
07.2.1.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.2.2 In raft/ mat/ floor slab at plinth level
07.2.2.1 Concrete Ground floor
07.2.2.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.2.3 Foundation beam
07.2.3.1 Concrete Ground floor
07.2.3.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.2.4 Padestals, column, column capitals, lift walla and walls
07.2.4.1 Concrete Ground floor and below plinth level
07.2.4.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.2.5 Tie beam and lintels
07.2.5.1 Concrete Ground floor and below plinth level
07.2.5.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.2.6 Tee beams, Ell beams and Rectangular beams etc
07.2.6.1 Concrete Ground floor and below plinth level
07.2.6.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.2.7 Floor and roof slab
07.2.7.1 Concrete Ground floor
07.2.7.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.2.8 Cornice, railing, drop walls, louver, fins etc.
07.2.8.1 Concrete Ground floor
07.2.8.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.2.9 Sunshade, false ceiling
07.2.9.1 Concrete Ground floor
07.2.9.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.2.10 Stair case slab and steps
07.2.10.1 Concrete Ground floor and below plinth level
07.2.10.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.2.11 Waffle or Ribbed floor/roof slab
07.2.11.1 Concrete Ground floor
07.2.11.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.3 R.C.C work with cement CEM-I, f'c = 22, min. fcr = 27 in nominal mix 1:2:4 complete excluding the cost of reinforcement and its fabrication in with STONE chips using WOODEN shutter. (sand of F.M. 2.2)
07.3.1 Individual and continuous footings of column at plinth level
07.3.1.1 Concrete Ground floor
07.3.1.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.3.2 In raft/ mat/ floor slab at plinth level
07.3.2.1 Concrete Ground floor
07.3.2.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.3.3 Foundation beam
07.3.3.1 Concrete Ground floor
07.3.3.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.3.4 Padestals, column, column capitals, lift walls and walls
07.3.4.1 Concrete Ground floor and below plinth level
07.3.4.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.3.5 Tie beam and lintels
07.3.5.1 Concrete Ground floor and below plinth level
07.3.5.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.3.6 Tee beams, Ell beams and Rectangular beams etc
07.3.6.1 Concrete Ground floor and below plinth level
07.3.6.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.3.7 Floor and roof slab
07.3.7.1 Concrete Ground floor
07.3.7.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.3.8 Cornice, railing, drop walls, louver, fins etc.
07.3.8.1 Concrete Ground floor
07.3.8.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.3.9 Sunshade, false ceiling
07.3.9.1 Concrete Ground floor
07.3.9.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.3.10 Stair case slab and steps
07.3.10.1 Concrete Ground floor
07.3.10.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.3.11 Waffle or Ribbed floor/roof slab
07.3.1.1 Cost of concrete Ground floor
07.3.11.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.4 R.C.C. work with cement CEM-I, f'c = 22 MPa, min. fcr = 27 Mpa in nominal mix 1:2:4 complete excluding the cost of reinforcement and its fabrication with STONE chips using STEEL shutter (sand of F.M. 2.2).
07.4.1 Individual and continuous footings of column at plinth level
07.4.1.1 Concrete Ground floor
07.4.1.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.4.2 In raft/ mat/ floor slab at plinth level
07.4.2.1 Concrete Ground floor
07.4.2.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.4.3 Foundation beam
07.4.3.1 Concrete Ground floor
07.4.3.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.4.4 Padestals, column, column capitals, lift walls and walls
07.4.4.1 Concrete Ground floor and below plinth level
07.4.4.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.4.5 Tie beam and lintels
07.4.5.1 Concrete Ground floor and below plinth level
07.4.5.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.4.6 Tee beams, Ell beams and Rectangular beams etc
07.4.6.1 Concrete Ground floor and below plinth level
07.4.6.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.4.7 Floor and roof slab
07.4.7.1 Concrete Ground floor
07.4.7.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.4.8 Cornice, railing, drop walls, louver, fins etc.
07.4.8.1 Concrete Ground floor
07.4.8.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.4.9 Sunshade, false ceiling
07.4.9.1 Concrete Ground floor
07.4.9.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.4.10 Stair case slab and steps
07.4.10.1 Concrete Ground floor
07.4.10.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.4.11 Waffle or Ribbed floor/roof slab
07.4.11.1 Concrete Ground floor
07.4.11.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.5 R.C.C work with BRICK chips using WOODEN shutter with cement CEM-I, f'c = 21 MPa, min. fcr = 26 MPa in nominal mix 1:1.5:3 complete excluding the cost of reinforcement and its fabrication (sand of F.M. 2.2)
07.5.1 Individual and continuous footings of column at plinth level.
07.5.1.1 Concrete Ground floor
07.5.1.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.5.2 In raft/ mat/ floor slab at plinth level
07.5.2.1 Concrete Ground floor
07.5.2.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.5.3 Foundation beam
07.5.3.1 Concrete Ground floor
07.5.3.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.5.4 Padestals, column, column capitals, lift walls and walls
07.5.4.1 Concrete Ground floor and below plinth level
07.5.4.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.5.5 Tie beam and lintels
07.5.5.1 Concrete Ground floor and below plinth level
07.5.5.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.5.6 Tee beams, Ell beams and Rectangular beams etc
07.5.6.1 Concrete Ground floor and below plinth level
07.5.6.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.5.7 Floor and roof slab
07.5.7.1 Concrete Ground floor
07.5.7.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.5.8 Cornice, railing, drop walls, louver, fins etc.
07.5.8.1 Concrete Ground floor
07.5.8.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.5.9 Sunshade, false ceiling
07.5.9.1 Concrete Ground floor
07.5.9.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.5.10 Stair case slab and steps
07.5.10.1 Concrete Ground floor and below plinth level
07.5.10.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.5.11 Waffle or Ribbed floor/roof slab
07.5.11.1 Concrete Ground floor
07.5.11.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.6 R.C.C work with cement CEM-I, f'c = 25 MPa, min. fcr = 30 MPa in nominal mix 1:1.5:3 complete excluding the cost of reinforcement and its fabrication with STONE chips using STEEL shutter and prop (sand of F.M. 2.2).
07.6.1 Individual and continuous footings of column at plinth level.
07.6.1.1 Concrete Ground floor
07.6.1.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.6.2 In raft/ mat/ floor slab at plinth level
07.6.2.1 Concrete Ground floor
07.6.2.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.6.3 Foundation beam
07.6.3.1 Concrete Ground floor
07.6.3.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.6.4 Padestals, column, column capitals, lift walls and walls
07.6.4.1 Concrete Ground floor and below plinth level
07.6.4.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.6.5 Tie beam and lintels
07.6.5.1 Concrete Ground floor and below plinth level
07.6.5.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.6.6 Tee beams, Ell beams and Rectangular beams etc
07.6.6.1 Concrete Ground floor and below plinth level
07.6.6.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.6.7 Floor and roof slab
07.6.7.1 Concrete Ground floor
07.6.7.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.6.8 Cornice, railing, drop walls, louver, fins etc.
07.6.8.1 Concrete Ground floor
07.6.8.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.6.9 Sunshade, false ceiling
07.6.9.1 Concrete Ground floor
07.6.9.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.6.10 Stair case slab and steps
07.6.10.1 Concrete Ground floor
07.6.10.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.6.11 Waffle or Ribbed floor/roof slab
07.6.11.1 Concrete Ground floor
07.6.11.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.7 R.C.C work with cement CEM-I, f'c = 25 MPa, min. fcr = 30 MPa in nominal mix 1:1.5:3 complete excluding the cost of reinforcement and its fabricationwith STONE chips using WOODEN shutter (sand of F.M. 2.2).
07.7.1 Individual and continuous footings of column at plinth level.
07.7.1.1 Concrete Ground floor
07.7.1.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.7.2 In raft/ mat/ floor slab at plinth level
07.7.2.1 Concrete Ground floor
07.7.2.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.7.3 Foundation beam
07.7.3.1 Concrete Ground floor
07.7.3.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.7.4 Padestals, column, column capitals, lift walls and walls
07.7.4.1 Concrete Ground floor and below plinth level
07.7.4.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.7.5 Tie beam and lintels
07.7.5.1 Concrete Ground floor and below plinth level
07.7.5.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.7.6 Tee beams, Ell beams and Rectangular beams etc
07.7.6.1 Concrete Ground floor
07.7.6.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.7.7 Floor and roof slab
07.7.7.1 Concrete Ground floor and below plinth level
07.7.7.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.7.8 Cornice, railing, drop walls, louver, fins etc.
07.7.8.1 Concrete Ground floor
07.7.8.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.7.9 Sunshade, false ceiling
07.7.9.1 Concrete Ground floor
07.7.9.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.7.10 Stair case slab and steps
07.7.10.1 Concrete Ground floor
07.7.10.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.7.11 Waffle or Ribbed floor/roof slab
07.7.11.1 Concrete Ground floor
07.7.11.2 Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.8 R.C.C work with cement CEM-I, f'c = 32 MPa, min. fcr = 40 MPa in nominal mix 1:1.25:2.5 (high strength concrete) with approved high range admixture excluding the cost of reinforcement and its fabrication with STONE chips using STEEL shutter and prop (excluding cost of admixure and mix design). (sand of F.M. 2.2)
07.8.1 Individual and continuous footings of column at plinth level.
07.8.1.1 Concrete Ground floor
07.8.1.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.8.2 In raft/ mat/ floor slab at plinth level
07.8.2.1 Concrete Ground floor
07.8.2.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.8.3 Foundation beam
07.8.3.1 Concrete Ground floor
07.8.3.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.8.4 Padestals, column, column capitals, lift walls and walls
07.8.4.1 Concrete Ground floor and below plinth level
07.8.4.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.8.5 Tee beams, Ell beams and Rectangular beams etc
07.8.5.1 Concrete Ground floor
07.8.5.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.8.6 Floor and roof slab
07.8.6.1 Concrete Ground floor
07.8.6.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.8.7 Stair case slab and steps
07.8.7.1 Concrete Ground floor
07.8.7.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.8.8 Waffle or Ribbed floor/roof slab
07.8.8.1 Concrete Ground floor
07.8.8.2 Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.9 Extra rate over the rate of RCC (materials, consumables and laying/placing concrete) works in columns, capitals, liftwalls & walls where the free height of the structure exceeds 4 meter [rate is considered for the height of each additional 4 (four) meter or part]
07.10 Extra rate over the rate of form work / shuttering (wooden) of RCC works in columns, capitals, liftwalls & walls where the free height of the structure exceeds 4 meter [rate is considered for the height of each addl. 4 (four) meter or part]
07.11 Extra rate over the rate of form work / shuttering (steel) of RCC works in columns, capitals, liftwalls & walls where the free height of the structure exceeds 4 meter [rate is considered for the height of each addl. 4 (four) meter or part]
07.12 Extra rate over the rate of RCC (materials, consumables and laying/placing concrete) works in Tee beams, Ell beams and rectangular beams where thefree height of the structure exceeds 4 meter (rate is considered for each addl. meter height)
07.13 Extra rate over the rate of form work / shuttering (wooden) of RCC works in Tee beams, Ell beams and rectangular beams where thefree height of the structure exceeds 4 meter (rate is considered for each addl. meter height)
07.14 Extra rate over the rate of form work / shuttering (steel) of RCC works in Tee beams, Ell beams and rectangular beams where the free height of the structure exceeds 4 meter (rate is considered for each addl. meter height)
07.15 Extra rate over the rate of RCC (materials, consumables and laying/placing concrete) works in floor / roof slab, cantilever slab, waffle slab and drop panels where the free height of the structure exceeds 4 meter (rate is considered for each addl. meter height)
07.16 Extra rate over the rate of form work / shuttering for RCC works in floor / roof slab, cantilever slab, waffle slab and drop panels where the free height of the structure exceeds 4 meter (rate is considered for each addl. meter height)
07.17 Extra rate for RCC work in additional floor: Concrete
07.17.1 Add for each addl. floor up to 5th floor
07.17.2 Add for each addl. floor from 6th floor to 9th floor
07.17.3 Add for each addl. floor for 10th floor & above
07.18 Extra rate for RCC work in additional floor: Formwork / shuttering including curing
07.18.1 Add for each addl. floor up to 5th floor
07.18.2 Add for each addl. floor from 6th floor to 9th floor
07.18.3 Add for each addl. floor for 10th floor & above
07.19 Extra cost for as-cast reinforced cement concrete
07.20.1 Supply and use of water reducingadmixture in concrete: Type - A
07.20.2 Supply and use of retarding admixture in concrete: Type - B
07.20.3 Supply and use of accelerating admixture in concrete: Type - C
07.20.4 Supply and use of water-reducing and retarding admixture in concrete: Type - D
07.20.5 Supply and use of water-reducing and accelerating admixture in concrete: Type - E
07.20.6 Supply and use of water-reducing high rangeadmixture in concrete: Type - F
07.20.7 Supply and use of water-reducing high range retarding admixture in concrete: Type - G
07.21.1 Water-proofing membrane on external surface of primed vertical or inclined wall (excluding cost of back fill/brick wall on back/plaster when membrane laid on back-wall and concrete cast against membrane)
07.21.2 Water-proofing membrane on made up surface below the floor or below the horizontal surface (rate is excluding the cost of protective cover).
07.21.3 Water-proofing membrane on the floor or on the horizontal surfaces with permanent protective cover & wearing coarse (rate is excluding the cost of protective cover and wearing coarse)
07.22 20 mm thick water-proofing work in masonry or concrete surface with sand-cement mortar mixed with specified admixure
08.1.1 Supplying, fabrication etc of M.S. rod in RCC works in all floors: 40 grade deformed bar with minimum fy = 276 Mpa
08.1.2 Supplying, fabrication etc of M.S. rod in RCC works in all floors: 60 grade deformed bar with minimum fy = 415 Mpa
08.2 Extra rate for RCC work in additional floor: Reinforcement
08.2.1 Add for each addl. floor up to 5th floor
08.2.2 Add for each addl. floor from 6th floor to 9th floor
08.2.3 Add for each addl. floor for 10th floor & above
08.3 Mild steel work in roof truss
08.4 Fabrication and supplying Fan hook of 16mm dia M.S. rod in/c fitting fixing in RCC.
08.5.1 Construction of expansion joint in RCC floor/ roof slabs or beams with V-folded copper sheet.
08.5.2 Construction of expansion joint in RCC floor/ roof slabs or beams with V-folded Aluminium Water Stop sheet.
08.5.3 Construction of expansion joint in RCC floor/ roof slabs or beams with V-folded Aluminium Water Stop sheet and 6mm thick M.S. Plate..
08.6 Supplying, fitting and fixing PVC water stopper in 250mm wide horizontal construction joint of RCC basement slab
08.7 Supplying, fitting and fixing 250mm wide 16 SWG Aluminium Sheet water stopper in construction joint of RCC vertical
08.8 Providing bearing joints fixed or free with size (mm) 250 x 375 x 10 M.S. shoe plate fitted in the truss.
09.1 Drilling /Boring including equipment and labour for cast-in-situ piling
09.1.1 400 mm dia
09.1.1.1 Depth up to 20 m
09.1.1.2 Additional rate for each additional meter beyond 20 m up to 29 m
09.1.2 450 mm dia
09.1.2.1 Depth up to 20 m
09.1.2.2 Additional rate for each additional meter beyond 20 m up to 29 m
09.1.3 500 mm dia
09.1.3.1 Depth up to 20 m
09.1.3.2 Additional rate for each additional meter beyond 20 m up to 29 m
09.1.4 550 mm dia
09.1.4.1 Depth up to 20 m
09.1.4.2 Additional rate for each additional meter beyond 20 m up to 29 m
09.1.5 600 mm
09.1.5.1 Depth up to 20 m
09.1.5.2 Additional rate for each additional meter beyond 20 m up to 29 m
09.2 Removal of spoils/ mud accumulated during boring of cast in situ pile of different dia.
09.3 Casting of cast in situ bored pile with reinforced cement concrete works (1 : 1.5 : 3) with stone chips to give a minimum cylinder crushing strength of 20 Mpa. (rate is excluding the cost of M.S.)
09.4 Providing and making point welding
09.5 Providing and making joint by through welding
09.6 Labour for breaking head of cast-in-situ bored pile/pre-cast driven pile
09.7.1 Conducting static load testfor the cast in situ / precast pile providing required scaffolding. For 25 tonne load for 1 test
09.7.2 Conducting static load testfor the cast in situ / pre-cast pile providing required scaffolding. For 75 ton load for 1 No. of test
09.7.3 Conducting static load test for the cast in situ / precast pile providing required scaffolding. For 125 ton load for 1 No. of test
09.7.4 Conducting static load test for the cast in situ / precast pile providing required scaffolding. For 175 tone load for 1 No. test
09.7.5 Conducting static load test for the cast in situ / pre-cast pile providing required scaffolding. For 225 tonne load for 1 No. test
09.7.6 Conducting static load test for the cast in situ / precast pile providing required scaffolding. For 275 tonne load for 1 No. of test
09.8 Rate for Intermediate loading
09.8.1 For intermediate loading from 25 tonne to 75 tonne for each additional tonne
09.8.2 For intermediate loading from 75 tonne to 125 tonne for each additional tonne.
09.8.3 For intermediate loading from 125 tonne to 175 tonne for each additional tonne.
09.8.4 For intermediate loading from 175 tonne to 225 tonne for each additional tonne.
09.8.5 For intermediate loading from 225 tonne to 275 tonne for each additional tonne.
09.9.1 250mm x 250mm Pre-cast pile with reinforced cement concrete (1 : 1.5 : 3) with stone chips.
09.9.2 300mm x 300mm Pre-cast pile with reinforced cement concrete (1 : 1.5 : 3) with stone chips.
09.9.3 350mm x 350 Pre-cast pile with reinforced cement concrete (1 : 1.5 : 3) with stone chips.
09.9.4 Pile Shoe as per design
09.10 Mobilization and demobilization of drop hammer type pre-cast pile driving rig.
09.11 Driving of (250mm x 250mm x 12m) size pre-cast pile with drop hammer type rig.
09.11.1 Up to 6 m
09.11.2 From above 6 m to 12 m
09.11.3 From above 12 m to 15 m
09.12 Driving of (300mm x 300mm x 12m) size pre-cast pile with drop hammer type rig.
09.12.1 Up to 6 m
09.12.2 From above 6 m to 12 m
09.12.3 From above 12 m to 15 m
09.13 Driving of (350mm x 350mm x 12m) size pre-cast pile with drop hammer type rig
09.13.1 Up to 6 m
09.13.2 From above 6 m to 12 m
09.13.3 From above 12 m to 15 m
09.13.4 From above 15 m to 18 m
09.14 Mobilization and demobilzation of automatic diesel hammer mounted complete rig set.
09.15 Driving pre-cast pile with automatic rig fitted with automatic diesel hammer: 250mm x 250mm size pile
09.16 Driving pre-cast pile with automatic rig fitted with automatic diesel hammer: 300mm x 300mm size pile
09.17 Driving pre-cast pile with automatic rig fitted with automatic diesel hammer: 350mm x 350mm size
09.18.1 175mm x 175mm x 7.5m Pile with reinforced cement concrete (1 : 1.25 : 2.5) with stone chips
09.18.2 200mm x 200mm x 7.5m Pile with reinforced cement concrete (1 : 1.25 : 2.5) with stone chips
09.18.3 Driving of 175mm x 175mm x 7.5m Pre-cast Pile
09.18.4 Driving of 200mm x 200mm x 7.5m Pre-cast Pile
10.1 0.45 mm thick galvanized iron corrugated sheet roofing (Bangladesh made) [1 bundle=70-72 rft = 63 - 65 kg.(app) = 0.065 ton covers 150 sft.]
10.1.1 Galvanized C.I. sheet:
10.1.2 Coloured:
10.2 1.5 mm thick corrugated fibre glass sheet roofing fixed and fitted on purlin.
10.3.1 Galvanized iron plain sheet ridging with galvanized bolts and nuts
10.3.2 Colored iron plain sheet ridging with galvanized bolts and nuts
10.4 1.5 mm thick corrugated fibre glass sheet ridging
11.1 Supply and making door and window frames with seasoned wood:
11.1.1 Garjan
11.1.2 Mehgani
11.1.3 Silkorai
11.1.4 Teak Chambal
11.1.5 Chittagong Teak
11.2 Supply, fitting & fixing M.S. flat bar clamps of size 225mm x 38mm x 6mm for door and windows
11.3 Fitting fixing of chowkat (frame) using rowl plug
11.4 38mm x 38mm x 6mm M.S. angle door frame Double leaf
11.5 38mm x 38mm x 6mm M.S. angle door frame Single leaf
11.6 Wood works in roof truss and wall plates:
11.6.1 Garjan / Local Sal wood/Jam
11.6.2 Mehgoni
11.6.3 Silkarai/Chickrashi
11.7 Supply and making hand-rails of stair case including necessary moulding:
11.7.1 Silkarai / Chickrashi
11.7.2 Chittagong Teak
11.7.3 Mehgoni
11.7.4 Local Sal
12.1 Supplying, fitting & fixing 38mm thick solid wooden single leaf door shutter
12.1.1 Kathal
12.1.2 Gamari
12.1.3 Teak Chambal
12.1.4 Chittagong Teak
12.1.5 Chapalish
12.2 Supplying, fitting & fixing 38mm thick wooden flush door shutter:
12.2.1 Kathal
12.2.2 Gamari
12.2.3 Teak Chambal
12.2.4 Chittagong Teak
12.2.5 Chapalish
12.3 Supplying, fitting and fixing 38 mm finished well matured, natural seasoned (min 250mm wide plank) wooden ornamental special design (equivalent hatil) single panel flush door shutter
12.4 Supplying, fitting & fixing 38mm thick wooden panel door shutter with 38mm thick paneling (double leaf)
12.4.1 Kathal
12.4.2 Gamari
12.4.3 Teak Chambal
12.4.4 Chittagong Teak
12.4.5 Chapalish
12.5 Supplying, fitting & fixing 38mm thick wood panel door shutter with 25mm thick paneling (double leaf)
12.5.1 Kathal
12.5.2 Gamari
12.5.3 Teak Chambal
12.5.4 Chittagong Teak
12.5.5 Chapalish
12.6 Supplying, fitting & fixing 38mm thick wooden grooved panel flush door shutter
12.6.1 Kathal
12.6.2 Gamari
12.6.3 Chittagong Teak
12.6.4 Chapalish
12.7 Supplying, fitting & fixing 36mm thick particle board single leaf flush door shutte
12.7.1 Burma Teak veneered
12.7.2 Champ veneered
12.7.3 Chapalish veneered
12.7.4 Garjan veneered
12.8 Supplying, fitting & fixing seasoned wooden fixed louver shutter
12.8.1 Gamari
12.8.2 Chittagong Teak
12.8.3 Chapalish
12.9 Supplying, fitting & fixing seasoned wooden glazed ventilator louver shutter
12.9.1 Gamari
12.9.2 Teak Chambal
12.9.3 Chittagong Teak
12.9.4 Chapalish
12.10 Supplying, fitting & fixing 38 mm thick seasoned wooden glazed door shutter
12.10.1 Chittagong Teak
12.10.2 Silkorai
12.11 Supplying, fitting & fixing 25 mm thick wood batten door & window shutters with 75mm x 25mm Z- battens fitted with iron screws etc. Kathal
12.12 Supplying, fitting & fixing 38mm thick wooden glazed window shutter having horizontal & vertical section of 87mm x 38mm and having 38mm x 38mm sash bar.
12.12.1 Kathal
12.12.2 Gamari
12.12.3 Teak Chambal
12.12.4 Chittagong Teak
12.12.5 Chapalish
12.13 Supplying, fitting & fixing 38mm thick wooden window shutter, one third glazed & two third both side raised paneling.
12.13.1 Kathal
12.13.2 Gamari
12.13.3 Teak Chambal
12.13.4 Chittagong Teak
12.13.5 Chapalish
12.14 Seasoning of timber in a bonafide mechanical timber seasoning plant upto a moisture content of 12% - 16% by weight as measured by a Electric moisture meter
12.15.1 Supplying, fitting & fixing steel glazed window shutters with 25 x 25 x 5mm angle section for chowkat and shutters and 50 x 25 x 5mm T-section for verticals
12.15.2 Supplying, fitting and fixing M.S. door shutter made with 38mm x 38mm x 6mm angle outer frame, inner member 25mm x 6mm F.I. Bar, cladding with 16 BWG M.S. sheet hinged with 50mm x 50mm x 6mm M.S. angle chowkat
12.16.1 Supplying, fitting & fixing steel glazed window shutters with the provision of fan-light with Z- section, T-section & F.I. Bars.
12.16.2 Supplying, fitting & fixing steel glazed window shutters with out provision of fan-light with Z- section, T-section & F.I. Bars etc.
12.17 Supplying, fitting & fixing of fixed glazed frame with outer member of 20mm x 20mm x 20mm x 3mm Z & 20mm x 20mm x 3mm T-section etc.
12.18.1 Supplying, fitting & fixing 25mm thick wooden fly proof wire netting window shutter (double shutter). Kathal
12.18.2 Supplying, fitting & fixing 25mm thick wooden fly proof wire netting window shutter (double shutter). Teak chambal wood:
12.18.3 Supplying, fitting & fixing 25mm thick wooden fly proof wire netting window shutter (double shutter). Chittagong Teak
12.19 Supplying, fitting and fixing louver shutter of ctg. Teak wood
12.20 Supplying, fitting and fixing 75mm x 20mm Chittagong teak wood mounding bit
12.21 Extra cost for using brass/ SS fittings in place of iron fittings in doors & windows for all floors (super quality local).
12.21.1 Brass fittings for 1 No. of door
12.21.2 SS fittings for 1 No. of door
12.21.3 Brass fittings for 1 No. of windows
12.21.4 SS fittings for 1 No. of windows
12.22 Supplying, fitting and fixing 'King Brand' hydraulic door closer.
12.23.1 Supplying, fitting and fixing approved quality MORTICE door lock.
12.23.2 Supplying, fitting and fixing approved quality RIM round door lock.
12.24 Supplying, fitting and fixing magnetic door shock absorber.
12.25 Supplying, fitting and fixing best quality heavy type of 300mm long brass hasp bolt
13.1 Supply, fitting & fixing window grills made of 16mm dia M.S. rod @ 100mm c/c fitted with 38mm x 6mm F.I. bars 3 Nos. horizontally.
13.2 Supply, fitting & fixing window grills made of M.S. section 20mm x 3mm with outer frames 25mm x 6mm F.I. bar
13.3 Supply, fitting-fixing window grills of M.S. section 20mm x 5mm both inner and outer frames.
13.4.1 Supply, fitting & fixing window grills of M.S. section 25mm x 6mm both inner and outer frames.
13.4.2 Supply, fitting & fixing window grills of M.S. section 25mm x 6mm for outer frame and 20mm x 5mm for inner frame.
13.5.1 Supply, fitting & fixing window grills of M.S. section 12mm x 12 mm solid bar with outer frame of 25mm x 6mm F.I. bar
13.5.2 Supply, fitting & fixing window grills of M.S. section 10mm x 10 mm solid bar with outer frame of 38mm x 6mm F.I. bar
13.5.3 Supply, fitting & fixing window grills of 12mm x 12 mm hollow M.S.box made of 16 BWG M.S. sheet @ 100mm c/c with outer frame of 38mm x 6mm F.I. bar
13.6 Supply, fitting & fixing window grills made of 25mm x 3mm F. I. Bar
13.7 Supply, fitting & fixing verendah grills of 10mm dia M.S. rod @ 100mm c/c both ways fitted with M.S. angle 25mm x 25mm x 6mm outer angle frame.
13.8 Supply, fitting & fixing verendah grills of 10mm dia M.S. rod @ 75mm c/c both ways fitted with M.S. angle 25mm x 25mm x 6mm outer angle frame.
14.1.1 As per AAMA standard specification supplying, fitting and fixing aluminium swing door with spandrel (S.S colour)
14.1.2 As per AAMA standard specification supplying, fitting and fixing aluminium swing door standard with spandrel (bronze colour)
14.1.3 As per AAMA standard specification supplying, fitting and fixing of aluminium swing door with spandrel (silver colour)
14.2.1 As per AAMA standard specification supplying, fitting and fixing of aluminium swing door (S.S colour)
14.2.2 As per AAMA standard specification supplying, fitting and fixing of aluminium swing door (bronze colour)
14.2.3 As per AAMA standard specification supplying, fitting and fixing of aluminium swing door (silver colour)
14.3.1 As per AAMA standard specification supplying, fitting and fixing of aluminium composite swing door with fixed partition (S.S colour)
14.3.2 As per AAMA standard specification supplying, fitting and fixing of aluminium composite swing door with fixed partition (bronze colour)
14.3.3 As per AAMA standard specification supplying, fitting and fixing of aluminium composite swing door with fixed partition (silver colour)
14.4.1 As per AAMA standard specification supplying, fitting and fixing of aluminium sliding doors (S.S. colour) [2100 x 2100 mm]
14.4.2 As per AAMA standard specification supplying, fitting and fixing of aluminium sliding doors (bronze colour) [2100 x 2100 mm]
14.4.3 As per AAMA standard specification supplying, fitting and fixing of aluminium sliding doors (silver colour) [2100 x 2100 mm]
14.5.1 As per AAMA standard specification supplying, fitting and fixing of aluminium sliding doors (S.S. colour) (1500 x 1400 mm]
14.5.2 As per AAMA standard specification supplying, fitting and fixing of aluminium sliding doors (bronze colour) (1500 x 1400 mm]
14.5.3 As per AAMA standard specification supplying, fitting and fixing of aluminium sliding doors (silver colour) (1500 x 1400 mm)
14.6.1.1 As per AAMA standard specification supplying fitting and fixing aluminium sliding window frame and shutter (S.S. colour) [ 1500 x 1400 mm)
14.6.1.2 As per AAMA standard specification supplying fitting and fixing aluminium sliding window frame and shutter (bronze colour) [ 1500 x 1400 mm)
14.6.1.3 As per AAMA standard specification supplying, fitting and fixing aluminium sliding window frame and shutter (silver colour) [1500 x 1400 mm]
14.6.2.1 As per AAMA standard specification supplying, fitting and fixing aluminium sliding window frame and shutter (SS colour) [900 x 1400 mm]
14.6.2.2 As per AAMA standard specification supplying, fitting and fixing aluminium sliding window frame and shutter (bronze colour) [900 x 1400 mm]
14.6.2.3 As per AAMA standard specification supplying, fitting and fixing aluminium sliding window frame and shutter (silver colour) [900 x 1400 mm]
14.7.1.1 As per AAMA standard specification supplying, fitting and fixing of aluminium sliding composite window (5'-0" x 4'-6") with mosquito net (S.S colour) [1524 x 1372 mm]
14.7.1.2 As per AAMA standard specification supplying, fitting and fixing of aluminium sliding composite window (5'-0" x 4'-6") with mosquito net (bronze colour) [1524 x 1372 mm]
14.7.1.3 As per AAMA standard specification supplying, fitting and fixing of aluminium sliding composite window (5'-0" x 4'-6") with mosquito net (silver colour) [1524 x 1372 mm)
14.7.2.1 As per AAMA standard specification supplying fitting and fixing of aluminium sliding composite window (4'-2" x 4'-6") with mosquito net (S.S colour) [1280 x 1372 mm]
14.7.2.2 As per AAMA standard specification supplying fitting and fixing of aluminium sliding composite window (4'-2" x 4'-6") with mosquito net (bronze colour) [1280 x 1372 mm]
14.7.2.3 As per AAMA standard specification supplying, fitting and fixing of aluminium sliding window (4'-2" x 4'-6") with mosquito net (silver colour) [1280 x 1372 mm]
14.7.3.1 As per AAMA standard specification supplying, fitting and fixing of aluminium sliding composite window (2'-6" x 2'-0") with mosquito net (S.S colour) [ 762 x 610 mm]
14.7.3.2 As per AAMA standard specification supplying, fitting and fixing of aluminium sliding composite window (2'-6" x 2'-0") with mosquito net (bronze colour) [ 762 x 610 mm]
14.7.3.3 Supplying, fitting and fixing of aluminium sliding composite window (2'-6" x 2'-0") with mosquito net (silver colour) [ 762 x 710 mm]
14.8.1 Supplying, fitting and fixing aluminium sliding and fixed composite window frame and shutter (S.S colour) [1500 x 2100 mm]
14.8.2 Supplying, fitting and fixing aluminium sliding and fixed composite window frame and shutter (bronze colour) [1500 x 2100 mm]
14.8.3 Supplying, fitting and fixing aluminium sliding and fixed composite window frame and shutter (silver colour) [ 1500 x 2100 mm]
14.9.1 As per AAMA standard specification supplying, fitting and fixing aluminium top hung / casement window (S.S colour)
14.9.2 As per AAMA standard specification supplying, fitting and fixing aluminium top hung / casement window (bronze colour)
14.9.3 As per AAMA standard specification supplying, fitting and fixing aluminium top hung / casement window (silver colour)
14.10.1.1 As per AAMA standard specification supplying, fitting and fixing of corrugated aluminium curtain wall (S.S colour) [3000 x 2100 mm]
14.10.1.2 As per AAMA standard specification supplying, fitting and fixing of corrugated aluminium curtain wall (bronze colour) [3000 x 2100 mm]
14.10.1.3 As per AAMA standard specification supplying fitting and fixing of corrugated aluminium curtain wall (Silver colour) [3000 x 2100 mm]
14.10.2.1 As per AAMA standard specification supplying, fitting and fixing of corrugated aluminium curtain wall (S.S colour) [3000 x 750 mm]
14.10.2.2 As per AAMA standard specification supplying, fitting and fixing of corrugated aluminium curtain wall (bronze colour) [3000 x 750 mm]
14.10.2.3 As per AAMA standard specification supplying, fitting and fixing of corrugated aluminium curtain wall (silver colour) [ 3000 x 750 mm]
14.11.1 As per AAMA standard specification supplying, fitting and fixing of fixed fan light (S.S colour)
14.11.2 As per AAMA standard specification supplying, fitting and fixing of fixed fan light (bronze colour)
14.11.3 As per AAMA standard specification supplying fitting and fixing of fixed aluminium fan light (silver colour)
14.12.1 As per AAMA standard specification supplying, fitting and fixing of aluminium fixed louver (S.S colour)
14.12.2 As per AAMA standard specification supplying, fitting and fixing of aluminium fixed louver (bronze colour)
14.12.3 As per AAMA standard specification supplying, fitting and fixing of aluminium fixed louver (silver colour)
14.13 As per AAMA standard specification supplying, fitting and fixing of aluminium sliding fly proof Netting shutter (Any colour)
14.14.1 Supplying, fitting and fixing of 5 mm clear glass in aluminium frame, partitions or windows.
14.14.2 Supplying, fitting and fixing of 5 mm tinted glass in aluminium frame, partitions or windows.
14.14.3 Supplying, fitting and fixing of 5 mm ambushed/ frosted glass in aluminium frame, partitions or windows.
14.14.4 Supplying, fitting and fixing of 6 mm reflecting glass (LBC) in aluminium frame partitions
14.15 Supplying, fitting and fixing of 4 mm thick Aluminum composite Panel (European Origin) work in column, beam and wall surface providing with 50 x 50 x 1.5 mm aluminum section including supply of necessary hardwares, consumables, scaffolding etc.
14.16 Supplying, fitting and fixing of aluminium curtain wall and aluminium top hung/basement windows ad per the US Architectural aluminium Manufacturer's Association (AAMA) Standard Specification having 100 mm , 50mm, 2mm curtain wall sub-mullim outer and inner frame. (Any colour)
14.17 Supplying, fitting and fixing of aluminium curtain wall and aluminium top hung/basement windows ad per the US Architectural aluminium Manufacturer's Association (AAMA) Standard Specification having 50 mm , 50mm, 2mm curtain wall sub-mullim outer and inner frame. (Any colour)
15.1 Minimum 12mm thick cement plaster (1:4) to walls (average of 12mm on one side and 20mm on other side of the walls).
15.2 Minimum 12mm thick cement plaster (1:4) with neat cement finishing to plinth walls upto 150 mm below ground level.
15.3 Minimum 12mm thick cement plaster (1:4) with neat cement finishing to dado
15.4 Min 12mm thick cement plaster (1:6) to walls (average of 12mm on one side and 20mm on other side).
15.5 6mm thick cement plaster (1:4) to ceiling, column, beams etc. and all other RCC surfaces
15.6 Min 6mm thick cement plaster (1:3) to ceiling, column, beam etc. R.C.C. surface.
15.7 Flush pointing with cement mortar (1:2) to walls
15.8 Ruled pointing with cement mortar (1:2) to walls
15.9 Raised / Tack pointing with cement mortar (1:2) to walls
15.10 Providing drip course / nosing / throating with cement mortar (1:2).
15.11.1 Making groove in plaster on outside wall upto size 50mm x 6mm
15.11.2 Groove cutting 38mm x 38mm in cement plaster (1:2) to wall at outer surface
15.12 Additional Rate for Plaster and Pointing work in additional floors
15.12.1 Add for each addl. floor up to 5th floor
15.12.2 Add for each addl. from 6th floor to 9th floor
15.12.3 Add for each addl. floor above 9th floor
15.13 Average 4" thick finished lime terracing with 20mm down graded 1st class brick chips, surki and stone lime (7:2:2)
15.14 Precast ventilator with 25mm thick cement mortar (1:2) including fitting fixing in position.
15.15 75mm thick cornice of brick masonry (1:6)
15.16 Supplying & embedding of 19 to 32 mm height and 19 mm width broken glass placed @ approx. 25 mm c/c into plaster
16.1 White washing: 3 coats
16.2 Colour washing: 3 coats
16.3 Cement paint 3 coats (one coat is for priming)
16.4 Applying 3-coat of weather coat in exterior wall surface
16.5 Applying 3-coats silicon based water repellent on exposed brick surface
16.6 Painting to doors and windows frame and shutters with synthetic enamel paint two coats
16.7 Synthetic polyvinyl distempering 2 coats over a coat of priming
16.8.1 Plastic emulsion paint to walls and ceiling 2 coats over a coat of primer
16.8.2 Plastic emulsion paint to walls and ceiling 2 coats over lime putty applied on plaster surface
16.9.1 Acrylic emulsion paint to walls and ceiling 2 coats over a coat of acrylic sealer
16.9.2 Acrylic emulsion paint to walls and ceiling 2 coats over lime putty applied on plaster surface
16.10 Providing antisalinity sealer before painting on damped plastered surface
16.11 Renewing plaster in/c damp proof treatment with chemical Desalt S-01 & Foam Lub
16.12 Textured painting with sealer coat, texure coat and top coat
16.13 Chlorinated rubber painting of best quality & approved colour.
16.14 French polishing 3 coats
16.15.1 Wood varnishing with varnish (Yacht)
16.15.2 Wood varnishing with varnish (Egg-shell)
16.15.3 Wood varnishing with varnish (Matt)
17.1 Construction of 300mm clear width and depth upto 300mm masonry surface drain
17.2 Construction of surface drain of 600mm (av.) depth and 225mm clear width at bottom and 525mm at top.
17.3 Providing apron with 50mm thick cement concrete (1:2:4) and one layer brick flat soling at bottom.
17.4.1 Supplying and laying, fitting, fixing of 225mm inside dia RCC pipe over 100mm thick C.C. (1:3:6) including cost of earth cutting & back filling.
17.4.2 Supplying and laying, fitting, fixing of 300mm inside dia RCC pipe over 100mm thick C.C. (1:3:6) including cost of earth cutting & back filling.
17.5 Supplying, laying and fitting-fixing 900 mm dia RCC pipe excluding earth cutting & back filling.
18.1.1 12mm thick plain particle board ceiling screwed up with wooden frame for normal room height
18.1.2 12mm thick plain particle board ceiling screwed up with wooden frame for auditorium beyond 4m height.
18.1.3 Supplying, fitting and fixing of 12mm thick melamine board ceiling laminated by mechanical hot press with a milk white PVC membrance with aluminum frame suspended from ceiling.
18.2.1 Supplying, fitting and fixing of 9 mm thick gypsum board ceiling laminated by mechanical hot press with a milk white PVC membrance with aluminum frame suspended from ceiling.
18.2.2 Supplying, fitting and fixing of 12 mm thick vinyl board ceiling laminated by mechanical hot press with a milk white PVC membrance with aluminum frame suspended from ceiling.
18.2.3 Supplying, fitting and fixing of 9 mm thick perforated board false ceiling with aluminium T bar frame in natural anodized frame at 600 mm x 600 mm grid suspended from ceiling by 12 SWG double ply G.I. Wire
18.3.1 Supplying, fitting and fixing of 12 mm thick B.T. veneered board in walling.
18.3.2 Supplying, fitting and fixing of 12 mm thick particle board walling with wooden frame.
19.1.1 Manufacturing, supplying, fitting and fixing of collapsible gate with 20mm x 20mm x 3mm size M.S. channel excluding cost of paint.
19.1.2 Manufacturing, supplying, fitting and fixing of collapsible gate with 20mm x 20mm x 3mm M.S. angle excluding cost of paint.
19.1.3 Manufacturing, supplying, fitting and fixing of collapsible gate with 25mm x 25mm x 3mm M.S. angle excluding cost of paint.
19.2.1 Manufacturing, supplying, fitting and fixing of ordinary type M.S.gate (double leaf) with 16mm dia M.S. rod and 38mm x 38mm x 6mm angle frame excluding cost of painting.
19.2.2 Manufacturing, supplying, fitting and fixing of security door with 22mm dia M.S. rod and 50mm x 50mm x 6mm angle frame excluding cost of painting.
19.3 Manufacturing, supplying, fitting and fixing of ordinary type M.S. gate (double leaf) with 25mm x 6mm F.I. bar, M.S. plate and 38mm x 38mm x 6mm angle outer frame (without pocket gate)
19.4 Manufacturing, supplying, fitting and fixing of ordinary type M.S. gate (double leaf) with 38mm x 38mm x 6mm M.S. angle box and channel.
19.5 Manufacturing, supplying, fitting and fixing of G.I. pipe gate excluding cost of painting.
19.6 Manufacturing, supplying, fitting and fixing of rolling shutter made of 24 SWG G.P. sheet excluding cost of painting.
19.7 Manufacturing, Supplying, fitting, fixing of ordinary type M.S. folding gate
20.1 Supplying, fitting and fixing of stair railing of any height with square box made with 2 Nos. 20mm x 20mm x 3mm angle welded with each other (excluding cost of wood for hand rail).
20.2 Supplying, fitting and fixing of stair railing of any height with square box made with 2 Nos. 25mm x 25mm x 5mm angle welded (full welding) with each other (excluding cost of wood for hand rail).
20.3.1 Manufacturing, supplying, fitting and fixing G.I. stair railing with the provision of 150mm x 62mm hand rails (excluding cost of wood for hand rail) excluding cost of painting.
20.3.2 Manufacturing, supplying, fitting and fixing G.I. stair railing with the provision of 112mm x 62mm hand rail (excluding the cost of wood for hand rails) excluding cost of painting.
20.4 Supplying, fitting and fixing of SS stair railing of any standard height with 2 mm thick 62mm dia pipe for hand-rail
20.5.1 Manufacturing, supplying, fitting and fixing 12mm dia G.I. pipe verandah railing @ 125mm c/c with 38mm dia G.I. pipe hand rail.
20.5.2 Manufacturing, supplying, fitting and fixing 12mm dia G.I. pipe verandah railing @ 125mm c/c with 50mm dia G.I. pipe hand rail.
20.6 Manufacturing, supplying, fitting and fixing verandah railing with stainless steel pipes
20.7.1 Providing 38mm x 38mm x 6mm M.S. angle to the nosing of steps of stair case:
20.7.2 Providing 32mm x 32mm x 6mm M.S. angle to the nosing of steps of stair case: one flight of stair case with 10 steps 1050mm wide.
20.7.3 Providing 25mm x 25mm x 6mm M.S. angle to the nosing of steps of stair case:
20.7.4 Providing 38mm x 38mm x 6mm brass angle to the nosing of steps of stair case:
21.1 Manufacturing, supplying, fitting and fixing steel grill fencing in boundary wall with 32mm x 6mm F.I. bars 150mm c/c placed vertically and welding with 2 Nos. horizontal 32mm x 6mm F.I. bars etc excluding cost of painting.
21.2 Supplying, fitting & fixing of steel grill fencing in boundary wall with 20mm x 20mm x 3mm angle box 150mm c/c placed vertically and welding with 2 Nos. horizontal 25mm x 25mm x 6mm angle box, the whole thing again welding with 38mm x 38mm x 6mm M.S. angle box post @ 1800mm c/c etc.
21.3 Supplying, fitting & fixing of steel grill fencing with outer frame having 38mm x 38mm x 6mm M.S. angle and inner member having 6mm dia M.S. rod placed 112mm c/c diagonally on both directions.
21.4 Supplying, fitting & fixing of M.S. angle post made thorough welding of 2 Nos. 38mm x 38mm x 6mm M.S. angle.
21.5 Barbed wire fencing (2100mm height) with RCC pillars 2400mm c/c. (rate is excluding cost of pillars)
21.6 Barbed wire fencing (1350mm height) with 100mm av. dia best quality local bullah post 1800mm c/c. (rate is excluding cost of bullah post)
21.7 Barbed wire fencing over brick wall/RCC member with 38mm x 38mm x 6mm M.S. angle post 600mm straight + 450mm inclined (2400mm c/c).
22.1 Supplying fitting fixing 12 x 12 mm (base x height) thick triangular wooden bit instead of putty for fixing glass panes
22.2 Supplying, fitting, fixing of 20mm dia Aluminium pipe curtain rail
22.3 Supplying, fitting-fixing 10 mm thick tempered glass door
22.4 Supplying, fitting-fixing 10 mm thick clear glass partition with aluminium box
22.5 Supplying fitting fixing Chittagong teak wood strip 62 mm x 25 mm x 20 mm for fixing curtain rail for doors and windows.
22.6 Supplying, fitting and fixing of vertical venetian blind of glass fibre fabrics
22.7 Supplying, fitting and fixing of horizontal venetian blind of aluminium foils/strips
22.8 Supplying and fitting-fixing of steel iron rack: size 7.3m x 0.68m x 4.27m
22.9 Supplying & fitting-fixing of uPVC plastic door/window frame (Chowkat): (2.13 m x 0.99m )
22.10.1 Supplying and fitting-fixing uPVC hollow door shutter: (760 x 1980 mm)
22.10.2 Supplying and fitting-fixing uPVC solid door shutter: (760 x 2130 mm)
22.10.3 Supplying and fitting-fixing uPVC hollow door shutter: (910 x 2130 mm)
22.10.4 Supplying and fitting-fixing uPVC solid door shutter: (990 x 2130 mm)
22.11.1 Supplying and fitting-fixing uPVC plastic partion with hollow section: (2 m x 3 m)
22.11.2 Supplying and fitting-fixing uPVC plastic partition with glass: (2 m x 3 m)
22.12 Supplying, fitting-fixing 2100mm x 750mm size uPVC door frame (chowkat) (For solid door)
22.13.1 Supplying, fitting-fixing 1950mm x 750mm size uPVC swing door shutter
22.13.2 Supplying, fitting-fixing 2100mm x 750mm size uPVC swing door shutter
22.13.3 Supplying, fitting-fixing 2100mm x 900mm size uPVC swing door shutter
22.14 Supplying, fitting-fixing uPVC wall paneling with solid uPVC section
22.15 Supplying, fitting-fixing uPVC fixed partition with 5mm clear glass
22.16.1 Supplying, fitting-fixing solid uPVC sliding window with 5 mm clear glass
22.16.2 Supplying, fitting-fixing uPVC sliding window without glass.
22.17 Supplying, fitting-fixing solid uPVC false ceiling.
22.18 Supplying, fitting and fixing approved quality 190 mm x 190 mm glass bricks in round stair wall
22.19 Supplying, fitting and fixing 50 mm thick rock/glass wool padding
23.1 Earth work:
23.1.1 Earth work in excavation of tanks of 30m initial lead & lift of 1.5m
23.1.2 For each additional lift of 0.3m beyond 1.5m and upto 3m
23.1.3 For each additional lift of 0.3m beyond 3m and upto 4.5m
23.1.4 For each additional lift of 0.3m beyond 4.5m and upto 6m
23.1.5 Extra each additional lead of 0.3m or part beyond initial lead 30m
23.2.1 Bailing-out water using diesel operated 1 cusec pump
23.2.2 Bailing-out water using electricity operated 1 cusec pump
24.1 Earth work in road embankment upto a lift of 1.5m
24.1.1 For initial lift of 1.5m
24.1.2 For additional lift of 1m, beyond 1.5m up to 2.5m
24.1.3 For additional lift of 1m, beyond 2.5m up to 3.5m
24.1.4 For additional lift of 1m, beyond 3.5m up to 3.5m
24.1.5 For additional lift of 1m, beyond 4.5m up to 5.5m
24.1.6 For additional lift of 1m, beyond 5.5m up to 6m
24.2 Earthwork in box cutting
24.2.1 Earth work in box cutting up to 300mm depth
24.2.2 Earth work in box cutting up to 450mm depth
24.3 Turfing the side slopes and top of embankment
24.4 Single brick flat soling
24.5 Brick on end edge pavement in herring bone bond.
24.6 Double brick flat soling
24.7 Brick on end edging
24.8 Breaking & supplying picked Jhama & 1st class bricks or bats in/c cost of bricks.
24.8.1 For 62mm - 40mm size
24.8.2 For 40mm - 25mm size
24.9 Labour for compacted water bound macadam base course
24.10 Providing compacted sub-base base course with brick bats and sand (FM 0.8) with mixing proportion 2 : 1
24.11 50mm compacted bitumenous carpeting (with stone chips)
24.12 38mm compacted bitumenous carpeting (with stone chips)
24.13 25mm compacted bitumenous carpeting (with stone chips)
24.14 50mm compacted bitumenous carpeting (with shingles)
24.15 38mm compacted bitumenous carpeting (with shingles)
24.16 25mm compacted bitumenous carpeting (with shingles)
24.17 Providing tack coat @ 7.32kg per 10sqm
24.18 Providing seal coat with 4 cft of Sylhet sand (FM 2.2) mixed with @ 7.32 kg of bitumen per 10 sqm
24.19 Premixed bitumenous seal coat with 4 cft of pea gravels mixed with 80kg of bitumin per cum
24.20 Providing bitumenous painting with 4.54 kg of bitumin per 10 sqm. Road surface.
24.21 Providing road marking in two coats.
24.22 Expansion joint in RCC road
25.1 Labour charge for scraping lawn surface upto 38mm thick
25.2 Preparation of ground to make the scraped lawn fit for plantation
25.3 Levelling and dressing the lawn areas to proper slope and grade.
25.4 Supplying approved best quality ALLUVIAL LOAMY SILTY soil
25.5 Supplying approved best quality WELL DECOMPOSED COWDUNG.
25.6 Labour for spreading the alluvial loamy silty soil from the stack at site on the lawn surface.
25.7 Supplying and dibbling lawn grass of approved quality @ 38mm - 50mm apart.
25.8 Labour charge for mixing cowdung, alluvial loamy silty soil and excavated earth.
25.9 Providing fitting and fixing bamboo jafry fencing by 20mm size MULI BAMBOOO split having 75mm x 75mm mesh horizontally and diagonally.
25.10 Providing fitting and fixing of 1.2m long (height) and 500mm dia Muli bamboo tree-guard with 20mm size best quality muli bamboo split having 75mm x 75mm square holes.
25.11 Earth-work in excavation 450mm x 450mm x 450mm size pits for plantation of plant in/c cost of cowdung manure, loamy silty soil etc.
25.12 Preparation of FLOWER BEDS: Earth-work in excavation of Pits in 600mm depth for plantation of plants.
25.13 Preparation of Hedge beds in 0.3m depth for plantation of plants.
25.14 Carrying and placing/stacking of all sorts of rubbish/debris, bricks, brick-bats, gravels, chips etc.
25.15 Supplying Borrak bamboo: 100mm dia & 12m long.
25.16 Supplying Borrak bamboo: 50mm - 62mm dia & 7.5m long.
26.1 Supplying, fitting & fixing Bangladeshi standard quality commode of following type "P" or "S" trap in/c seat cover:
26.1.1 White commode (Bangladeshi), size (mm) 465 x 340 x 415. wt: 14 kg.
26.1.2 Coloured commode (Bangladeshi), size(mm) 465 x 340 x 415. wt.: 14 kg.
26.1.3 Special coloured commode (Bangladeshi), size(mm) 465 x 340 x 415. wt.: 14 kg.
26.2 Supplying fitting & fixing low-down (Bangladeshi) of following type & size on wall and connecting with commode or pan: capacity 10 liter
26.2.1 White low-down (Bangladeshi), size (mm) 490 x 190 x 350. wt.: 14 kg.
26.2.2 Coloured low -down (Bangladeshi), size (mm) 490 x 190 x 350. wt.: 14 kg.
26.2.3 Special coloured low-down (Bangladeshi), size (mm) 490 x 190 x 350. wt.: 14 kg.
26.3 Supplying, fitting & fixing (Bangladeshi) "P" or "S" combicloset in/c flushing equipment:
26.3.1 White combicloset (Bangladeshi), size (mm) 700 x 410 x 795. wt.: 34.5 kg.
26.3.2 Coloured combicloset (Bangladeshi), size (mm) 700 x 410 x 795. wt.: 34.5 kg.
26.3.3 Special coloured combicloset (Bangladeshi), size (mm) 700 x 410 x 795. wt.: 34.5 kg.
26.4 Supplying, fitting & fixing (Bangladeshi) "P" or "S" combicloset in/c flushing equipment:
26.4.1 White combicloset (Bangladeshi), size (mm) 700 x 410 x 795. wt.: 34.5 kg.
26.4.2 Coloured combicloset (Bangladeshi), size (mm) 700 x 410 x 795. wt.: 34.5 kg.
26.4.3 Special coloured combicloset (Bangladeshi), size (mm) 700 x 410 x 795. wt.: 34.5 kg.
26.5 Supplying, fitting-fixing (Bangladeshi) long pan of following type:
26.5.1 White long pan (Bangladeshi), size (mm) 570 x 445 x 290. wt. 12 kg.
26.5.2 Coloured long pan (Bangladeshi), size (mm) 570 x 445 x 290. wt. 12 kg.
26.5.3 Special coloured long pan (Bangladeshi), size (mm) 570 x 445 x 290. wt. 12 kg.
26.6.1 White long pan (Bangladeshi), size (mm) 560 x 290 x 270. wt. 7.1 kg.
26.6.2 Coloured long pan (Bangladeshi), size(mm) 560 x 290 x 270. wt. 7.1 kg.
26.6.3 Special coloured long pan (Bangladeshi), size (mm) 560 x 290 x 270. wt. 7.1 kg.
26.7 Supplying, fitting and fixing plastic low-down
26.8 Supplying, fitting-fixing foot-rest (Bangladeshi): white or coloured, size (mm) 260 x 227 x 25.
26.9 Supplying, fitting-fixing of w-basing of following types and sizes:
26.9.1 White w-basin (Bangladeshi), size (mm) 580 x 445 x 235. wt.: 14 kg.
26.9.2 Coloured w-basin (Bangladeshi), size (mm) 580 x 445 x 235. wt.: 14 kg.
26.9.3 Special coloured w-basin, (Bangladeshi) 204 size (mm) 580 x 445 x 235. wt.: 14 kg.
26.10.1 White w-basin, (Bangladeshi), size (mm) 570 x 420 x 190. wt.: 10.4 kg.
26.10.2 Coloured w-basin (Bangladeshi), size (mm) 570 x 420 x 190. wt.: 10.4 kg.
26.10.3 Special coloured w-basin (Bangladeshi), size (mm) 570 x 420 x 190. wt.: 10.4 kg.
26.11.1 White w-basin (Bangladeshi), size (mm) 500 x 440 x 210. wt.: 7.6 kg.
26.11.2 Coloured w-basin (Bangladeshi), size (mm) 500 x 440 x 210. wt.: 7.6 kg.
26.11.3 Special Coloured w-basin (Bangladeshi), size (mm) 500 x 440 x 210. wt.: 7.6 kg.
26.12 Supplying, fitting-fixing Bangladeshi standard quality Pedestal of following type:
26.12.1 White Pedestal (Bangladeshi), size (mm) 652 x 200 x 205. wt. 5.6 kg.
26.12.2 Coloured pedestal (Bangladeshi), size(mm) 652 x 200 x 205. wt. 5.6 kg.
26.12.3 Special coloured pedestal (Bangladeshi), size(mm) 652 x 200 x 205. wt. 5.6 kg.
26.13 Supplying, fitting-fixing Bangladeshi standard quality wall-hung Urinal of following type:
26.13.1 White bowl urinal (Bangladeshi), size(mm) 490 x 385 x 290. wt. 8.0 kg.
26.13.2 Coloured bowl urinal (Bangladeshi), size(mm) 490 x 385 x 290. wt. 8.0 kg.
26.13.3 Special coloured bowl urinal (Bangladeshi), size(mm) 490 x 385 x 290. wt. 8.0 kg.
26.14.1 White flat/squatting urinal (Bangladeshi), size (mm) 610 x 375 x 85 wt. 14 kg.
26.14.2 Coloured flat/squatting urinal (Bangladeshi), size (mm) 610 x 375 x 85 wt. 14 kg.
26.14.3 Special coloured flat/squatting urinal (Bangladeshi), size (mm) 610 x 375 x 85 wt. 14 kg.
26.15 Supplying, fitting-fixing Bangladeshi standard quality sink of following type:
26.15.1 White porcelain sink (Bangladeshi), size (mm) 625 x 490 x 224. wt. 19.5 kg.
26.15.2 Coloured porcelain sink (Bangladeshi), size (mm) 625 x 490 x 224. wt. 19.5 kg.
26.16 Stainless steel single bowl sink (Singapore/M'Asia), size(mm) 450 x 1050
26.17 Stainless steel double bowl sink (Singapore/M'Asia)
26.18 Best quality unframed mirror, size (mm) 450 x 600 x 5.
26.19 Best quality unframed mirror, size (mm) 450 x 350 x 4.
26.20 Super quality coloured glass shelf of size (mm) 600 x 125 x 5 mm thick
26.21 Medium quality white glass shelf of size (mm) 600 x 125 x 5 mm thick
26.22 Super quality CP towel rail of size (mm) 600 x 20 mm dia.
26.23 Medium quality CP towel rail of size (mm) 600 x 20 mm dia.
26.24 White porcelain toilet paper holder (Bangladeshi), size (mm) 150 x 150 x 128.or equivalent
26.25.1 Special coloure porcelain toilet paper holder (Bangladeshi), size (mm) 150 x 150 x 128.
26.25.2 Stainless steel toilet paper holder
26.25.3 CP iron toilet paper holder with plastic holder rod
26.26.1 CP soap tray
26.26.2 Porcelain soap tray: white
26.26.3 Porcelain soap tray: colored
26.26.4 Stainless steel soap tray
26.27 125 mm dia stainless steel floor-grating
26.28 62 mm dia stainless steel floor-grating
26.29 150 x 150 mm size plastic-grating with hinged cover
26.30 Supplying fitting and fixing of 100mm dia cast iron rain water down pipe
26.31 Supplying, fitting fixing of 100mm dia u-PVC rain water down pipe.
26.32 50 mm dia HCI, single hub pipe
26.33 100 mm dia HCI, single hub pipe
26.34 150 mm diaHCI, single hub pipe
26.35 50 mm dia uPVC pipe
26.36 100 mm dia uPVC pipe
26.37 150 mm dia uPVC Pipe
26.38 Supplying, fitting & fixing installation and testing of Water-Supply pipe of following sizes:
26.38.1 12 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.2 20 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.3 25 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.4 32 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.5 40 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.6 50 mm dia G.I. pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.7 62 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.8 75 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.9 100 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.39 uPVC pressure pipe for water supply
26.39.1 12 mm dia uPVC pipe for plumbing purpose
26.39.2 19 mm dia uPVC pipe for plumbing purpose
26.39.3 25 mm dia uPVC pipe for plumbing purpose
26.39.4 32 mm dia uPVC pipe for plumbing purpose
26.39.5 37 mm dia uPVC pipe for plumbing purpose
26.39.6 60 mm dia uPVC pipe for plumbing purpose
26.39.7 75 mm dia uPVC pipe for plumbing purpose
26.39.8 88 mm dia uPVC pipe for plumbing purpose
26.39.9 114 mm dia uPVC pipe for plumbing purpose
26.40 CPVC pressure pipe for water supply
26.40.1 12 mm dia CPVC pipe for plumbing purpose
26.40.2 19 mm dia CPVC pipe for plumbing purpose
26.40.3 25 mm dia CPVC pipe for plumbing purpose
26.40.4 32 mm dia CPVC pipe for plumbing purpose
26.40.5 37 mm dia CPVC pipe for plumbing purpose
26.40.6 50 mm dia CPVC pipe for plumbing purpose
26.41 ABS pressure pipe for water supply
26.41.1 12 mm dia ABS pipe for plumbing purpose
26.41.2 19 mm dia ABS pipe for plumbing purpose
26.41.3 25 mm dia ABS pipe for plumbing purpose
26.41.4 32 mm dia ABS pipe for plumbing purpose
26.41.5 37 mm dia ABS pipe for plumbing purpose
26.41.6 50 mm dia ABS pipe for plumbing purpose
26.42.1 100 mm dia HCI pipe
26.42.2 150 mm dia HCI pipe
26.43.1 100 mm dia uPVC pipe
26.43.2 150 mm dia uPVC pipe
26.44.1 150 mm dia RCC pipe made of stone chips, thickness 40 mm
26.44.2 225 mm dia RCC pipe made of stone chips, thickness 40 mm
26.44.3 300 mm dia RCC pipe made of stone chips, thickness 50 mm
26.44.4 375 mm dia RCC pipe made of stone chips, thickness 50 mm
26.45 110 mm dia uPVC 8 bar waste pipe
26.46.1 150 mm dia uPVC pipe for underground laying
26.46.2 200 mm dia uPVC for underground laying
26.46.3 250 mm dia uPVC for underground laying
26.46.4 uPVC waste pipe 280 mm dia wall thickness 6.9 mm - 8.6 mm for underground laying.
26.46.5 uPVC waste pipe 315 mm dia wall thickness 7.7 mm - 9.7 mm for underground laying
26.47 Supplying, fitting-fixing of G.I. Union of following sizes:
26.47.1 12 mm dia G.I. Union
26.47.2 20 mm dia G.I. Union
26.47.3 25 mm dia G.I. Union
26.47.4 32 mm dia G.I. Union
26.47.5 40 mm dia G.I. Union
26.47.6 50 mm dia G.I. Union
26.47.7 62 mm dia G.I. Union
26.47.8 75 mm dia G.I. Union
26.47.9 100 mm dia G.I. Union
26.48 Supplying, fitting-fixing of G.I. Valves of following types:
26.48.1 12 mm dia Gate Valve
26.48.2 20 mm dia Gate Valve
26.48.3 25 mm dia Gate Valve
26.48.4 32 mm dia Gate Valve
26.48.5 40 mm dia Gate Valve
26.48.6 50 mm dia Gate Valve
26.48.7 62 mm dia Gate Valve
26.48.8 75 mm dia Gate Valve
26.48.9 100 mm dia Gate Valve
26.49 Globe valve
26.49.1 12 mm dia Glove Valve
26.49.2 20 mm dia Glove Valve
26.49.3 25 mm dia Glove Valve
26.49.4 32 mm dia Glove Valve
26.49.5 40 mm dia Glove Valve
26.49.6 50 mm dia Glove Valve
26.49.7 62 mm dia Glove Valve
26.49.8 75 mm dia Glove Valve
26.49.9 100 mm dia Glove Valve
26.50 Check Valve
26.50.1 12 mm dia Check Valve
26.50.2 20 mm dia Check Valve
26.50.3 25 mm dia Check Valve
26.50.4 32 mm dia Check Valve
26.50.5 40 mm dia Check Valve
26.50.6 50 mm dia Check Valve
26.50.7 62 mm dia Check Valve
26.50.8 75 mm dia Check Valve
26.50.9 100 mm dia Check Valve
26.51 Float Valve
26.51.1 12 mm dia Float Valve
26.51.2 20 mm dia Float Valve
26.51.3 25 mm dia Float Valve
26.51.4 32 mm dia Float Valve
26.51.5 40 mm dia Float Valve
26.52 Supplying, fitting fixing drainage pipe fittings of following type:
26.52.1 100 mm dia HCI trap
26.52.2 100 x 100 or 100 x 50 mm dia HCI Y or T-Y cleanout
26.52.3 150 x 150 or 150 x 100 mm dia HCI Y or T-Y cleanout
26.52.4 50 mm dia HCI trap
26.53.1 50 mm dia plastic Y or T-Y cleanout
26.53.2 100 mm dia plastic "P" or "S" trap
26.53.3 100 mm dia plastic "Y" or "T-Y" cleanout
26.53.4 50 mm dia plastic "P" or "S" trap
26.54. Supplying, fitting fixing Faucets of following type:
26.54.1 12 mm CP bib cock
26.54.2 12 mm special quality CP bib cock
26.54.3 12 mm plastic bib cock with internal thread
26.55.1 12 mm CP medium quality pillar cock
26.55.2 12 mm CP special heavy duty pillar cock
26.56.1 12 mm CP concealed fixed sink cock
26.56.2 12 mm CP concealed moving sink cock
26.57.1 CP basin mixture
26.57.2 CP single handle basin mixture
26.58 CP shower mixture in/c shower head only
26.59 CP shower mixture in/c shower head and faucet
26.60 CP bath-tub mixture with shower head only
26.61 CP self closing pillar cock
26.62 Supply and fitting-fixing stop cocks of following types:
26.62.1 12 mm stop cock (brass) for surface mount (ordinary type)
26.62.2 12 mm surface mount medium quality CP stop cock
26.62.3 12 mm CP surface mount special quality stop cock
26.62.4 Stop cock concealed (general)
26.62.5 Stop cock concealed (medium)
26.62.6 Stop cock concealed (heavy)
26.63.1 12 mm CP surface mounted angle stop cock
26.63.2 12 mm CP medium quality surface & heavy type fancy angle stop cock
26.63.3 12 mm surface special heavy type angle stop cock
26.63.4 12 mm CP concealed mount angle stop cock
26.63.5 Medium concealed angle stop cock
26.63.6 Special concealed heavy type angle stop cock
26.64 Groove cutting in brick work, RCC floor etc. and cement mortaring after laying pipe
26.64.1 Groove size: 40 x 40 mm (for laying 12 to 20 mm dia pipe)
26.64.2 Groove size: 75 x 75 mm (for laying 25 to 40 mm dia pipe)
26.65 Supply and fitting-fixing cleanging shower for ablution including holder of following types:
26.65.1 Fixed type 100 mm CP shower rose
26.65.2 Moving type 100 mm CP shower rose
26.66 Supply and fitting-fixing hand/push shower for ablution including holder
26.66.1 C.P. moving hand shower
26.66.2 C.P. moving push shower
26.67 Supply and fitting and installation of Food-grade plastic over-head water-tank of following types:
26.67.1 1000 liter capacity food-grade plastic over-head water-tank
26.67.2 1500 liter capacity food-grade plastic over-head water-tank
26.67.3 2000 liter capacity food-grade plastic over-head water-tank
26.68.1 Food-grade plastic internal mini water tank for the use in kitchen, bathroom & toilet for emergency storage and supply of water: 300 liter capacity
26.68.2 Food-grade plastic internal mini water tank for the use in kitchen, bathroom & toilet for emergency storage and supply of water: 300 liter capacity
26.68.3 Food-grade plastic internal mini water tank for the use in kitchen, bathroom & toilet for emergency storage and supply of water: 500 liter capacity
26.69.1 Food-grade foreign made stainless steel water tank: 500 liter capacity
26.69.2 Food-grade foreign made stainless steel water tank: 1000 liter capacity
26.69.3 Food-grade foreign made stainless steel water tank: 2000 liter capacity
26.69.4 Food-grade foreign made stainless steel water tank: 4000 liter capacity
26.69.5 Food-grade foreign made stainless steel water tank: 6000 liter capacity
26.70 Food-grade ferro-cement water tank: 400 Gallon capacity
26.71 12 mm dia 450 mm long plastic connection pipe
26.72 12 mm dia 600 mm long plastic connection pipe
26.73 12 mm dia 450 mm long metal cover connection pipe
26.74 12 mm dia 600 mm long metal cover connection pipe
26.75 Construction of Inspection pit of following dimension:
26.75.1 Inspection pit of internal size: 450 x 450 mm & depth 450 to 600 mm (av. 525 mm) for single 6" dia size RCC pipes for single 9" dia size RCC or 300 mm plastic/PVC pipes
26.75.2 Inspection pit of internal size: 525 x 525 mm & depth 675 to 825 mm (av. 750 mm)
26.75.3 Inspection pit of internal size: 600 x 600 mm & depth 750 to 900 mm (av. 825 mm) for single 12" dia size RCC or 375 mm plastic/PVC pipes
26.75.4 Master-pit of Size: 600 x 500 mm & average depth 750 mm for Septic tank.
26.76 Construction and placing RCC pit covers on pit of following sizes:
26.76.1 900 x 900 x 75 mm size pit cover
26.76.2 1025 x 1025 x 75 mm size pit cover
26.76.3 1100 x 1100 x 75 mm size pit cover
26.77.1 1100 x 1100 x 75 mm size pit cover with 18" dia C.I. man-hole cover.
26.77.2 1050 x 1050 x 75 mm size pit cover with 18" dia C.I. man-hole cover.
26.77.3 1100 x 1100 x 75 mm size pit cover with 18" dia C.I. man-hole cover.
26.78.1 450 x 450 mm and depth 450 - 600 mm, average 525 mm for single 150 mm dia RCC pipes and 400 mm dia PVC pipe with pitcover and 450 mm dia C.I. Man-hole cover:
26.78.2 520 x 525 mm and depth 675 - 825 mm, average 750 mm for single 225 mm dia RCC pipes and 400 mm dia PVC pipe with pitcover and 450 mm dia C.I. Man-hole cover
26.78.3 600 x 600 mm and depth 750 - 900 mm, average 825 mm for single 300 mm dia RCC pipes and 400 mm dia PVC pipe with pitcover and 450 mm dia C.I. Man-hole cover
26.79 Construction of septic tank of following sizes:
26.79.1 Septic tank of 200 users excluding master-pit
26.79.2 Septic tank of 100 users excluding master-pit
26.79.3 Septic tank of 50 users excluding master-pit
26.79.4 Septic tank of 30 users excluding master-pit
26.79.5 Septic tank of 20 users excluding master-pit
26.79.6 Septic tank of 10 users excluding master-pit
26.80 Construction of Soak-well of following sizes (large and medium):
26.80.1 Soak-well for 200 users
26.80.2 Soak-well for 100 users
26.80.3 Soak-well for 50 users
26.81 Construction of soak well of following sizes (small size)
26.81.1 Soak-well for 20 to 30 users
26.81.2 Soak-well for 10 users
26.82 Supply and installation of Reverse Osmosis Water Purifier (Japan/ Korea/ Taiwan) for drinking purpose:
26.82.1 Water purification volume: 50 gallon per day
26.82.2 Water purification volume: 75 gallon per day (Without meter)
26.82.3 Water purification volume: 75 gallon per day (With meter)
26.82.4 Water purification volume: 100 gallon per day
26.83 50 Liter Capacity Water Dispenser
26.84 Punching / cutting hole in RCC floor for sanitary works
27.1 Transportation of materials, equipment, tools and plant and mobilization of boring rig to work site for sinking 38 mm dia test and observation well
27.2 Boring by using 100 mm dia cutter
27.2.1 Boring 0 meter to 50 meter
27.2.2 Boring 50 m to 100 m
27.2.3 Boring 100 m to 152 m
27.2.4 Boring 152 m to 200 m
27.2.5 Boring 200 m to 250 m
27.2.6 Beyond 250 m
27.3.1 Supplying and installation of Hand pump No. 6 in/c all necessary accessories etc. complete.
27.3.2 Supplying and lowering of 38 mm dia G. I. tube well pipe
27.3.3 Supplying and lowering of 38 mm dia uPVC tube well pipe
27.3.4 Supplying and lowering of 38 mm dia uPVC strainer
27.3.5 Supplying and installation of 38 mm dia uPVC socketed adopter
27.3.6 Supplying and istallation of best quality 38 mm dia uPVC cap.
27.3.7 Supplying, fitting fixing obsevation well inside the housing pipe of the deep tube well: 30m depth
27.3.8 Supplying, fitting fixing tube-well log describing technical information of the tube-well as per instruction and direction of the engineer in charge.
27.3.9 Filling the top 0.6 meter of the bore hole around the top pipe with a sanitary seal of concrete of proportion (1:2:4):
27.4 Complete development of the tube well to obtain sand and turbidity free water at a satisfactory yield
27.4.1 Wells up to 200 m depth
27.4.1.1 For 1 test tube-wells
27.4.1.2 For 2 test tube-wells
27.4.1.3 For 3 test tube-wells
27.4.2 Wells beyond 200 m depth:
27.4.2.1 For 1 test tube-wells
27.4.2.2 For 2 test tube-wells
27.4.2.3 For 3 test tube-wells
27.5 Furnishing design of the production well by testing of water and soil samples collected rom the observation well in/c test for Arsenic from BRTC, BUET/reputed laboratory etc.
27.5.1 Considering 1 test bore
27.5.2 Considering 2 test bore
27.5.3 Considering 3 test bore
27.6 Disinfection of the well by using minimum 3 kg of bleaching powder
27.7 Preparation, packing, transportation of complete boring equipments, installation of drilling rig with accessories and other necessary arrangements for installation of one complete tube well
27.7.1 Mobilization of complete set of boring rig etc. for sinking up to 100 meter depth
27.7.2 Mobilization of complete set of boring rig etc. for sinking up to 200 meter depth:
27.7.3 Mobilization of complete set of boring rig etc. for sinking up to 200 meter depth:
27.8 Preparation and making gravel pack around the tube well fixtures (Shrouding the annular space between the tube-well fixtures with pea-gravels)
27.9 Making sanitary seal by RCC work with brick chips (1:1.5:3) complete excluding the cost of reinforcement and its fabrication up to a minimum depth of 6 meter.
27.10 325 mm dia boring
27.10.1 Boring 0 m to 50 m
27.10.2 Boring 50 m to 100 m
27.10.3 Boring 100 m to 152 m
27.10.4 Boring 152 m to 200 m
27.10.5 Boring 200 m to 250 m
27.10.6 Boring beyond 250 m
27.11.1 Supplying 50 mm dia uPVC cap
27.11.2 Supplying 50 mm dia uPVC tube well pipe and blank pipe
27.11.3 Supplying 50 mm dia uPVC Strainer
27.11.4 Supplying 125 mm x 50 mm uPVC reducer
27.11.5 Supplying 125 mm dia uPVC housing pipe
27.11.6 Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.12 Complete installation of tubewell (fixture)
27.13 Completed development of the tube well (for 50 mm x 125 mm tube-well) by air compressor and pump of suitable capacity by alternate surging and pumping untill satisfactory yield, sand free water and the turbidity condotions is reached.
27.13.1 Development of tube well for depth up to 200 m.
27.13.2 Development of tube well for the depth beyond 200 m:
27.14 Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.15 Disinfection of the tube well
27.16 Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.17 Protective top cover: supplying, fitting-fixing 150 mm dia 4 mm thick 1 m long M.S. pipe one end blocked with 200 mm dia 4 mm thick M.S. plate and other end (minimum 300 mm) embeded in sanitary seal for protection of housing pipe.
27.18 350 mm dia boring
27.18.1 Boring 0 m to 50 meter
27.18.2 Boring 50 m to 100 m
27.18.3 Boring 100 m to 152 m
27.18.4 Boring 152 m to 200 m
27.18.5 Boring 200 m to 250 m
27.18.6 Boring beyond 250 m
27.19.1 Supplying 75 mm dia uPVC cap
27.19.2 Supplying 75 mm dia uPVC tube well pipe and blank pipe
27.19.3 Supplying 75 mm dia uPVC strainer
27.19.4 Supplying 175 mm x 75 mm uPVC reducer
27.19.5 Supplying 150 mm dia uPVC housing pipe
27.19.6 Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.20 Complete installation of tubewell (Fixture)
27.21 Completed development of the tube well (75 mm x 150 mm tube-well) by air compressor and pumpof suitable capacity by alternate surging and pumping untill satisfactory yield, sand free water and the turbidity condotions is reached.
27.21.1 Development of tube well for depth up to 200 m.
27.21.2 Development of tube well for the depth beyond 200 m:
27.22 Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.23 Disinfection of the tube well
27.24 Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.25 Protective top cover: supplying, fitting-fixing 150 mm dia 4 mm thick 1 m long M.S. pipe one end blocked with 200 mm dia 4 mm thick M.S. plate and other end (minimum 300 mm) embeded in sanitary seal for protection of housing pipe.
27.26 400 mm dia boring
27.26.1 Boring 0 m to 50 m
27.26.2 Boring 50 m to 100 m
27.26.3 Boring 100 m to 152 m
27.26.4 Boring 152 m to 200 m
27.26.5 Boring 200 m to 250 m
27.26.6 Boring beyond 250 m
27.27.1 Supplying 100 mm dia uPVC cap
27.27.2 Supplying 100 mm dia uPVC tube well pipe and blank pipe
27.27.3 Supplying 100 mm dia uPVC strainer
27.27.4 Supplying 200 mm x 100 mm uPVC reducer
27.27.5 Supplying 200 mm dia uPVC housing pipe
27.27.6 Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.28 Complete installation of tubewell (Fixture)
27.29 Completed development of the tube well (for 100 mm x 200 mm tube-well) by air compressor and pump of suitable capacity by alternate surging and pumping untill satisfactory yield, sand free water and the turbidity condotions is reached.
27.29.1 Development of tube well for depth up to 200 m.
27.29.2 Development of tube well for the depth beyond 200 m:
27.30 Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.31 Disinfection of the tube well
27.32 Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.33 Protective top cover: supplying, fitting-fixing 150 mm dia 4 mm thick 1 m long M.S. pipe one end blocked with 200 mm dia 4 mm thick M.S. plate and other end (minimum 300 mm) embeded in sanitary seal for protection of housing pipe.
27.34 600 mm dia boring
27.34.1 Considering 0 m to 50 meter
27.34.2 Considering 50 m to 100 m
27.34.3 Considering 100 m to 152 m
27.34.4 Considering 152 m to 200 m
27.34.5 Considering 200 m to 250 m
27.34.6 Beyond 250 m
27.35.1 Supplying 150 mm dia uPVC cap
27.35.2 Supplying 150 mm dia uPVC tube well pipe and blank pipe
27.35.3 Supplying 150 mm dia uPVC strainer
27.35.4 Supplying 200 mm x 150 mm uPVC reducer
27.35.5 Supplying 200 mm dia uPVC housing pipe
27.35.6 Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.36 Complete installation of 150 mm dia uPVC tube well (fixture)
27.37 Completed development of the tube well (for 150 x 200 mm tube-well) by air compressor and pump of suitable capacity by alternate surging and pumping untill satisfactory yield, sand free water and the turbidity condotions is reached.
27.37.1 Development of tube well for depth up to 200 m.
27.37.2 Development of tube well for the depth beyond 200 m:
27.38 Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.39 Disinfection of the tube well
27.40 Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.41 Protective top cover: supplying, fitting-fixing 150 mm dia 4 mm thick 1 m long M.S. pipe one end blocked with 200 mm dia 4 mm thick M.S. plate and other end (minimum 300 mm) embeded in sanitary seal for protection of housing pipe.
27.42 600 mm dia boring
27.42.1 Boring 0 m to 50 meter
27.42.2 Boring 50 m to 100 m
27.42.3 Boring 100 m to 152 m
27.42.4 Boring 152 m to 200 m
27.42.5 Boring 200 m to 250 m
27.42.6 Boring beyond 250 m
27.43.1 Supplying 150 mm dia M.S. cap
27.43.2 Supplying 150 mm dia 4.85 mm thick tube well pipe and blank G.I. pipe
27.43.3.1 Supplying 150 mm dia stainless steel strainer of continuous slot (bridge type or equivalent) having 28.84 kg per meter.
27.43.3.2 Supplying 150 mm dia 2.5 mm thick stainless steel bridge type strainer
27.43.4 Supplying 150 mm x 300 mm dia 6 mm thick M.S. reducer.
27.43.5 Supplying 300 mm dia 6 mm thick M.S. housing pipe (Welded)
27.43.6 Supplying 300 mm dia 6 mm thick M.S. housing pipe (Seamless)
27.43.7 Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.43.8 Supplying 350 mm dia M.S. cap of 6 mm thick.
27.44 Complete installation of tube well fixtures
27.45 Completed development of the tube well by air compressor and pump of suitable capacity by alternate surging and pumping untill satisfactory yield, sand free water and the turbidity condotions is reached.
27.45.1 Development of tube well for depth up to 200 m.
27.45.2 Development of tube well for the depth beyond 200 m:
27.46 Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.47 Disinfection of the tube well
27.48 Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.49 800 mm dia boring
27.49.1 Boring 0 m to 50 m
27.49.2 Boring 50 m to 100 m
27.49.3 Boring 100 m to 152 m
27.49.4 Boring 152 m to 200 m
27.49.5 Boring 200 m to 250 m
27.49.6 Boring beyond 250 m
27.50.1 Supplying 200 mm dia M.S. cap
27.50.2 Supplying 200 mm dia 6 mm thick tube well pipe and blank G.I. pipe
27.50.3.1 Supplying 200 mm dia stainless steel strainer of continuous slot having 28.84 kg per meter.
27.50.3.2 Supplying 200 mm dia 2.5 mm thick stainless steel bridge type strainer
27.50.4 Supplying 200 mm x 400 mm dia 6 mm thick M.S. reducer.
27.50.5 Supplying 400 mm dia 6 mm thick M.S. housing pipe (Welded)
27.50.6 Supplying 400 mm dia 6 mm thick M.S. housing pipe (Seamless)
27.50.7 Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.50.8 Supplying 450 mm dia M.S. cap of 6 mm thick.
27.51 Complete installation of tube well fixtures
27.52 Completed development of the tube well by air compressor and pump of suitable capacity by alternate surging and pumping untill satisfactory yield, sand free water and the turbidity condotions is reached.
27.52.1 Development of tube well for depth up to 200 m.
27.52.2 Development of tube well for the depth beyond 200 m:
27.53 Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.54 Disinfection of the tube well
27.55 Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.56 325 mm dia boring
27.56.1 Boring 0 m to 50 m
27.56.2 Boring 50 m to 100 m
27.56.3 Boring 100 m to 152 m
27.56.4 Boring 152 m to 200 m
27.56.5 Boring 200 m to 250 m
27.56.6 Boring beyond 250 m
27.57.1 Supplying 150 mm dia M.S. cap
27.57.2 Supplying 50 mm dia 4.85 mm thick tube well pipe and blank G.I. pipe
27.57.3.1 Supplying 50 mm dia stainless steel strainer of continuous slot (bridge type or equivalent) having 28.84 kg per meter.
27.57.3.2 Supplying 50 mm dia 2.5 mm thick stainless steel bridge type strainer
27.57.4 Supplying 50 mm x 150 mm dia 6 mm thick M.S. reducer.
27.57.5 Supplying 150 mm dia 6 mm thick M.S. housing pipe (Welded)
27.57.6 Supplying 150 mm dia 6 mm thick M.S. housing pipe (Seamless)
27.57.7 Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.57.8 Supplying 150 mm dia M.S. cap of 6 mm thick.
27.58 Complete installation of tube well fixtures
27.59 Completed development of the tube well by air compressor and pump of suitable capacity by alternate surging and pumping untill satisfactory yield, sand free water and the turbidity condotions is reached.
27.59.1 Development of tube well for depth up to 200 m.
27.59.2 Development of tube well for the depth beyond 200 m:
27.60 Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.61 Disinfection of the tube well
27.62 Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.63 350 mm dia boring
27.63.1 Considering 0 m to 50 m
27.63.2 Considering 50 m to 100 m
27.63.3 Considering 100 m to 152 m
27.63.4 Considering 152 m to 200 m
27.63.5 Considering 200 m to 250 m
27.63.6 Beyond 250 m
27.64.1 Supplying 150 mm dia M.S. cap
27.64.2 Supplying 75 mm dia 4.85 mm thick tube well pipe and blank G.I. pipe
27.64.3.1 Supplying 75 mm dia stainless steel strainer of continuous slot having 28.84 kg per meter.
27.64.3.2 Supplying 75 mm dia 2.5 mm thick stainless steel bridge type strainer
27.64.4 Supplying 75 mm x 150 mm dia 6 mm thick M.S. reducer.
27.64.5 Supplying 150 mm dia 6 mm thick M.S. housing pipe (Welded)
27.64.6 Supplying 150 mm dia 6 mm thick M.S. housing pipe (Seamless)
27.64.7 Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.64.8 Supplying 150 mm dia M.S. cap of 6 mm thick.
27.65 Complete installation of tube well fixtures
27.66 Completed development of the tube well by air compressor and pump of suitable capacity by alternate surging and pumping untill satisfactory yield, sand free water and the turbidity condotions is reached.
27.66.1 Development of tube well for depth up to 200 m.
27.66.2 Development of tube well for the depth beyond 200 m:
27.67 Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.68 Disinfection of the tube well
27.69 Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.70 400 mm dia boring
27.70.1 Boring 0 m to 50 m
27.70.2 Boring 50 m to 100 m
27.70.3 Boring 100 m to 152 m
27.70.4 Boring 152 m to 200 m
27.70.5 Boring 200 m to 250 m
27.70.6 Boring beyond 250 m
27.71.1 Supplying 150 mm dia M.S. cap
27.71.2 Supplying 100 mm dia 6 mm thick tube well pipe and blank G.I. pipe
27.71.3.1 Supplying 100 mm dia stainless steel strainer of continuous slot having 28.84 kg per meter.
27.71.3.2 Supplying 100 mm dia 2.5 mm thick stainless steel bridge type strainer
27.71.4 Supplying 100 mm x 200 mm dia 6 mm thick M.S. reducer.
27.71.5 Supplying 200 mm dia 6 mm thick M.S. housing pipe (Welded)
27.71.6 Supplying 200 mm dia 6 mm thick M.S. housing pipe (Seamless)
27.71.7 Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.71.8 Supplying 200 mm dia M.S. cap of 6 mm thick.
27.72 Complete installation of tube well fixtures
27.73 Completed development of the tube well by air compressor and pump of suitable capacity by alternate surging and pumping untill satisfactory yield, sand free water and the turbidity conditions is reached.
27.73.1 Development of tube well for depth up to 200 m.
27.73.2 Development of tube well for the depth beyond 200 m:
27.74 Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.75 Disinfection of the tube well
27.76 Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.77 Supplying, fitting & fixing 40 mm dia "D" uPVC pipe having wall thickness 2.5 mm to 3.00 mm including sinking
27.77.1 Up to 60 m depth
27.77.2 Beyond 60 m depth
27.78 Supplying and sinking Five Star / equivalent brand uPVC strainer 3 m long
27.79 Supplying, fitting and fixing No. 6 Pump with 2'-0" long G.I. pipe
27.80 Construction of 1.40 m x 1.00 m size platform and 1 m long drain
27.81.1 Supplying and sinking of 50 mm dia water grade uPVC pipe having wall thickness 2.5 mm to 3.00 mm for tube well including fitting fixing.
27.81.2 Supplying and sinking of 40 mm dia water grade uPVC pipe having wall thickness 2.5 mm to 3.00 mm for tube well including fitting, fixing
27.81.3 Supplying and sinking 3 m long uPVC strainer
27.82 Supplying, fitting and fixing of deep set (Hand) tube well pump with all necessary fittings.
28.1.1 Installation of 50 PSI API 5L, Grade-B ERW M.S. Pipe line for supplying Titas Gas. 75 mm ND (88.90 mm O.D) M.S. pipe.
28.1.2 Installation of 50 PSI API 5L, Grade-B ERW M.S. Pipe line for supplying Titas Gas. 50 mm ND (60.30 mm O.D) M.S. pipe.
28.1.3 Installation of 50 PSI API 5L, Grade-B ERW M.S. Pipe line for supplying Titas Gas 25 mm ND (33.40 mm O.D) M.S. pipe.
28.1.4 Installation of 50 PSI API 5L, Grade-B ERW M.S. Pipe line for supplying Titas Gas 20 mm ND (26.7 mm O.D) M.S. pipe.
28.2 Sand filling the trench with sand of F.M. 0.8
28.3.1 Providing Butt welding joint to M.S. pipe: 75 mm ND (88.90 mm O.D.)
28.3.2 Providing Butt welding joint to M.S. pipe: 50 mm ND (60.30 mm O.D.)
28.3.3 Providing Butt welding joint to M.S. pipe: 25 mm ND (33.40 mm O.D.)
28.3.4 Providing Butt welding joint to M.S. pipe: 20 mm ND (26.70 mm O.D.)
28.4.1 Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 50 x 50 x 50 mm N.D. Tee CD 40
28.4.2 Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 50 x 50 x 25 mm N.D. Tee CD 40
28.4.3 Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 25 x 25 x 25 mm N.D. Tee CD 40
28.4.4 Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 50 mm x 90o mm Elbow
28.4.5 Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 25 mm x 90o mm Elbow
28.4.6 Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 50 mm x 45o mm Elbow
28.4.7 Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 50 x 25 mm Reducer CD 40
28.4.8 Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 20 mm Plug/Socket
28.4.9 Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 50 x 20 mm Saddle
28.4.10 Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 50 mm dia End Cap CD 40
28.4.11 Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 25 mm dia End Cap CD 40
28.5.1 Supplying different sizes Valve Tee, Service Tee: 50 x 50 x 50mm N.D. Tee for 2" and above 2" low pressure line
28.5.2 Supplying different sizes Valve Tee, Service Tee: 50 x 50 x 25 mm N.D.Tee CD 40
28.5.3 Supplying different sizes Valve Tee, Service Tee: 25 x 25 x 25 mm Service Tee CD 40
28.5.4 Supplying different sizes Valve Tee, Service Tee: 50 x 25 mm Service Tee CD 40
28.6 Supplying & fitting-fixing in position different dia I/F all complete in all respect as per specification of TitasGas T & D Co. Ltd.
28.7 Construction of 1520mm x 1520mm x 1370mm size O.D. standard size valve pit in/c providing standard M.S. sheet cover as per drawing approved by Titas Gas T & D Co. Ltd. (1000mm x 1000mm x 1220mm-1370mm inside clear)
28.8 Testing and purging pipe line
28.9.1 Supplying & fitting-fixing 50 mm N.D. ball valve class 150 RF 2" dia.
28.9.2 Supplying & fitting-fixing 25 mm N.D. ball valve Ball class 150 R.F. 1" dia.
28.10 Cutting and permanent re-installment of pucca road (rigid & flexible)
28.10.1 Bitumenous road:
28.10.2 R.C.C. Road
28.11.1 Installation of commercial and domestic house line
28.11.2 Installation of commercial and domestic house line
28.12.1 Supplying and fitting-fixing one way gas stop cock: 12 x 6 mm dia one way gas stop cock
28.12.2 Supplying and fitting-fixing one way gas stop cock: 20 x 20 mm dia one way gas stop cock
28.13 Testing and purging the house line properly as per specification of the Titas Gas T&D Co. Ltd.
29.1 Spraying Anti-termite chemical mixed water on the sides & bottom of foundation trench and over plinth filling: DURS BAN 20EC
29.2 Extra cost for using anti-termite chemicals in brick-works (6:1) in foundation: DURS BAN 20EC
29.3 Extra cost for anti-termite treatment of the back-fill in foundation trenches both outside and inside. DURS BAN 20EC
29.4 Termite treatment in existing structures by making downwardly slanted holes at a depth of 9" from the existing finished F.L./G.L. inside and outside the building and applying the emulsion of anti-termite chemicals DURSBAN 20EC to be mixed with water at 1:19 ratio into the holes @ 25 ml per hole in/c mending good the damages.
29.5 Trench treatment for protecting against incoming termite by making trench around existing buildings/strucures at a depth of 2'-6" from G.L. and applying anti-termite chemicals DURSBAN 20EC solution mix with water, at the ratio 1:19 in three layers in/c earth filling in the trench etc.
29.6 Fumigation treatment against mosquitoes, flies, spiders, silverfish, cockroaches, lizards and other harmful pests inside the buildings etc.
29.7 Anti-termite treatment of all wooden door frames, windows, wood panelling etc. by using DURSBAN 20EC emulsion at the ratio of 1:19 (DURSBAN 20EC and Kerosene).
29.8 Anti-termite treatment of electric and telephone system by inserting a plugging material (cotton. foam etc.) with anti-termite chemical DURSBAN 20EC etc.
29.9 Destruction of termite nests
30.1 70 mm thick non-load bearing partition wall with concrete hollow block:cement:lime:sand (1:1:6)
30.1.1 Ground floor
30.1.2 Add for each addl. floor up to 5th floor
30.1.3 Add for each addl floor for 6th floor to 9th floor
30.1.4 Add for each addl floor for 10th floor and above
30.2 70 mm thick non-load bearing partition wall with concrete hollow block: cement : sand (1 : 6) with mortar mix.
30.2.1 Ground floor
30.2.2 Add for each addl. floor up to 5th floor
30.2.3 Add for each addl floor for 6th floor to 9th floor
30.2.4 Add for each addl floor for 10th floor and above
30.3 90 mm thick non-load bearing partition wall with concrete hollow block:cement:lime:sand (1:1:6)
30.3.1 Ground floor
30.3.2 Add for each addl. floor up to 5th floor
30.3.3 Add for each addl floor for 6th floor to 9th floor
30.3.4 Add for each addl floor for 10th floor and above
30.4 90 mm thick non-load bearing partition wall with concrete hollow block:cement:sand (1:6) with mortar mix.
30.4.1 Ground floor
30.4.2 Add for each addl. floor up to 5th floor
30.4.3 Add for each addl floor for 6th floor to 9th floor
30.4.4 Add for each addl floor for 10th floor and above
30.5 140 mm thick non-load bearing external wall with concrete hollow block:cement:lime:sand (1:1:6)
30.5.1 Ground floor
30.5.2 Add for each addl. floor up to 5th floor
30.5.3 Add for each addl floor for 6th floor to 9th floor
30.5.4 Add for each addl floor for 10th floor and above
30.6 140 mm thick non-load bearing external wall with concrete hollow block:cement:sand (1:6) with mortar mix.
30.6.1 Ground floor
30.6.2 Add for each addl. floor up to 5th floor
30.6.3 Add for each addl floor for 6th floor to 9th floor
30.6.4 Add for each addl floor for 10th floor and above
30.7 140 mm thick load bearing wall with concrete hollow block:cement:lime:sand (1:1:6)
30.7.1 Ground floor
30.7.2 Add for each addl. floor up to 5th floor
30.7.3 Add for each addl floor for 6th floor to 9th floor
30.7.4 Add for each addl floor for 10th floor and above
30.8 140 mm thick load bearing wall with concrete hollow block:cement:sand (1:6) with mortar mix.
30.8.1 Ground floor
30.8.2 Add for each addl. floor up to 5th floor
30.8.3 Add for each addl floor for 6th floor to 9th floor
30.8.4 Add for each addl floor for 10th floor and above
30.9 190 mm thick load bearing wall with concrete hollow block:cement:lime:sand (1:1:6)
30.9.1 Ground floor
30.9.2 Add for each addl. floor up to 5th floor
30.9.3 Add for each addl floor for 6th floor to 9th floor
30.9.4 Add for each addl floor for 10th floor and above
30.10 190 mm thick load bearing wall with concrete hollow block:cement:sand (1:6) with mortar mix.
30.10.1 Ground floor
30.10.2 Add for each addl. floor up to 5th floor
30.10.3 Add for each addl floor for 6th floor to 9th floor
30.10.4 Add for each addl floor for 10th floor and above
30.11 Supplying, carrying and placing of 150 mm concrete ceiling block on perfectly leveled shutter as per direction of the engineer-in-charge.
30.11.1 Ground floor
30.11.2 Add for each addl. floor up to 5th floor
30.11.3 Add for each addl floor for 6th floor to 9th floor
30.11.4 Add for each addl floor for 10th floor and above
30.12 Supplying, carrying and placing of 200 mm concrete ceiling block on perfectly leveled shutter as per direction of the engineer-in-charge.
30.12.1 Ground floor
30.12.2 Add for each addl. floor up to 5th floor
30.12.3 Add for each addl floor for 6th floor to 9th floor
30.12.4 Add for each addl floor for 10th floor and above
30.13 Minimum total 10 mm thick plaster (1:5) applied in two coats on outer surface of external wall with specified external plaster mix.
30.13.1 Ground floor
30.13.2 Add for each addl. floor up to 5th floor
30.13.3 Add for each addl floor for 6th floor to 9th floor
30.13.4 Add for each addl floor for 10th floor and above
30.14.1 Supplying and placing 60 mm thick grey Uni-block for Walk Way on 50 mm stabilized sand base:compressive strength 15N/mm2
30.14.2 Supplying and placing 60 mm colored Uni-block for Walk Way on 50 mm stabilized sand base:compressive strength 15N/mm2
30.15.1 Supplying and placing 60 mm grey Uni-block for major walk-way, car porch on 50 mm stabilized sand base: compressive strength 49 N/mm2
30.15.2 Supplying and placing 60 mm colored Uni-block for major walk way, car porch on 50 mm stabilized sand base: compressive strength 49N/mm2
30.16.1 Supplying and placing 80 mm grey Uni-block for bus terminal, minor road, industrial yard on 50 mm stabilized sand base: compressive strength 49N/mm2
30.16.2 Supplying and placing 80 mm colored Uni-block for bus terminal, minor road, industrial yard on 50 mm stabilized sand base: compressive strength 49N/mm2
30.17.1 Supplying and placing grey Rectangular-block on 50 mm stabilized sand base: compressive strength 15N/mm2
30.17.2 Supplying and placing colored Rec-block on 50 mm stabilized sand base: compressive strength 15N/mm2
30.18.1 Suplying and placing grey engraved cement concrete tiles (250 x 250 mm) with cement mortar (1:4)
30.18.1.1 Ground floor
30.18.1.2 Add for each addl. floor up to 5th floor
30.18.1.3 Add for each addl floor for 6th floor to 9th floor
30.18.1.4 Add for each addl floor for 10th floor and above
30.18.2 Suplying and placing colored engraved cement concrete tiles (250 x 250 mm) with cement mortar (1:4)
30.18.2.1 Ground floor
30.18.2.2 Add for each addl. floor up to 5th floor
30.18.2.3 Add for each addl floor for 6th floor to 9th floor
30.18.2.4 Add for each addl floor for 10th floor and above
30.19.1 225 mm thick wall with concrete solid block (215 x 100 x 65) mm with cement mortar (1:6)
30.19.1.1 Ground floor
30.19.1.2 Add for each addl. floor up to 5th floor
30.19.1.3 Add for each addl floor for 6th floor to 9th floor
30.19.1.4 Add for each addl floor for 10th floor and above
30.19.2 112 mm thick wall with concrete solid block (215 x 100 x 65) mm with cement mortar (1:6)
30.19.2.1 Ground floor
30.19.2.2 Add for each addl. floor up to 5th floor
30.19.2.3 Add for each addl floor for 6th floor to 9th floor
30.19.2.4 Add for each addl floor for 10th floor and above
30.20.1 Providing cladding work in facing in superstructure with 200 x 90 x 38 mm size concrete solid cladding pested with 20 mm thick cement mortar (1:4): Grey
30.20.1.1 Ground floor
30.20.1.2 Add for each addl. floor up to 5th floor
30.20.1.3 Add for each addl floor for 6th floor to 9th floor
30.20.1.4 Add for each addl floor for 10th floor and above
30.20.2 Providings cladding work in facing in superstructure with 200 x 90 x 38 mm size concrete solid cladding pested with 20 mm thick cement mortar (1:4): Colored
30.20.2.1 Ground floor
30.20.2.2 Add for each addl. floor up to 5th floor
30.20.2.3 Add for each addl floor for 6th floor to 9th floor
30.20.2.4 Add for each addl floor for 10th floor and above
30.20.3 Providing cladding work in facing in superstructure with 400 x 100 x 50 mm size concrete split cladding pested with 20 mm thick cement mortar (1:4): Grey
30.20.3.1 Ground floor
30.20.3.2 Add for each addl. floor up to 5th floor
30.20.3.3 Add for each addl floor for 6th floor to 9th floor
30.20.3.4 Add for each addl floor for 10th floor and above
30.20.4 Providing cladding work in facing in superstructure with 400 x 100 x 50 mm size concrete. Split cladding pested with 20 mm thick cement mortar (1:4): Colored
30.20.4.1 Ground floor
30.20.4.2 Add for each addl. floor up to 5th floor
30.20.4.3 Add for each addl floor for 6th floor to 9th floor
30.20.4.4 Add for each addl floor for 10th floor and above
30.20.5 Providing facial cladding work in facing in superstructure with 420 x 330 x 15 mm size concrete facial cladding pested with 20 mm thick cement mortar (1:4): Grey
30.20.5.1 Ground floor
30.20.5.2 Add for each addl. floor up to 5th floor
30.20.5.3 Add for each addl floor for 6th floor to 9th floor
30.20.5.4 Add for each addl floor for 10th floor and above
30.20.6 Providing facial cladding work in facing in superstructure with 420 x 330 x 15 mm size concrete facial cladding pested with 20 mm thick cement mortar (1:4): Colored
30.20.6.1 Ground floor
30.20.6.2 Add for each addl. floor up to 5th floor
30.20.6.3 Add for each addl floor for 6th floor to 9th floor
30.20.6.4 Add for each addl floor for 10th floor and above
30.21.1 Providing 418 x 330 x 17 mm red/brown color roof tiles on truss
30.21.2 Providing 418 x 330 x 17 mm Oriental red/Ruset gold/Mehagany color roof tiles on truss
30.21.3 Providing 418 x 330 x 17 mm Antique red color roof tiles on truss
30.21.4 Providing 418 x 330 x 17 mm green color roof tiles on truss
30.22 Supplying, and placing of concrete kerb stone (K3)
31.1 Mobilization and demobilization of boring equipment and man-power: at site within 25 km from district Head Quarters (drilling rig comprising drilling pipe, drop hammer, tripod, pulley,chain, wrange, sample collection devices etc tools and plant; tripol for temporary camp, 8-10 men work-force)
31.2 Field vist and inspection of sampling and samples by the Geo-tech. Expert / Engineer
31.3 Installation of boring equipment at site:
31.3.1 Dry ground condition to submerged field of water depth up to 750 mm
31.3.2 For depth of water above 700 mm and up to 3000 mm
31.3.3 For depth of water above 3000 mm (stragnant water)
31.4 Drilling 100 mm dia bore-hole by wash boring method:
31.4.1 Drilling 0 to 9 meter
31.4.2 Drilling 9 meter to 18 meter
31.4.3 Drilling 18 meter to 27 meter
31.4.4 Drilling 27 meter to 36 meter
31.4.5 Drilling 36 meter to 45 meter
31.5 Execution of SPT (ASTM D-1586 - 84, Hammer: 140 + 2 Ibs / 63.5 + 1 kg, Height of fall: 30" + 1" / 760 mm + 25 mm): in/c withdrawing drilling pipe from the bore-hole and fixing the steel cap with the drilling pipe and again placing the drilling pipe with cap into the bore-hole up to layer of interest SPT to be executed at 1.5 m interval
31.5.1 SPT @ 1500 mm interval: For 0 to 9 meter
31.5.2 SPT @ 1500 mm interval: For 9 meter to 18 meter
31.5.3 SPT @ 1500 mm interval: For 18 meter to 27 meter
31.5.4 SPT @ 1500 mm interval: For 27 meter to 36 meter
31.5.5 SPT @ 1500 mm interval: For 36 meter to 45 meter
31.6 Collection of undisturbed soil samples in 75 mm tube from cohesive layer in/c preservation, and transportation: (ASTM D-1587-83)
31.7 Collection of disturbed soil samples in 75 mm tube from cohesive layer in/c preservation, and transportation. (ASTM D-1587-84)
31.8 Plate load test: Mobilization, demobilization, arrangement of plates for loading and all other required materials, execution of tests, recording the data, preparation and submission of test report
31.9 Preparation, writing and submission of report on sub-soil investigation
31.10 Specific gravity
31.11 Grain size Analysis of soil by Sieve and Hydrometer analysis & Specific gravity test
31.12 Classification of soil for engineering purposes
31.13 Linear Shrinkage for cohesive soil
31.14 Shrinkage limit for cohesive soil
31.15 Atterberg limit test
31.15.1 Liquit limit for cohesive soil
31.15.2 Plastic limit for cohesive soil
31.16 Unit weight of soil
31.17 Void ratio
31.18 Natural moisture content
31.19 Organic matter content
31.20 Loss on ignition for cohesive soil
31.21 Sand equivalent test
31.22 Permeability for cohesive soil
31.23 Permeability non-cohesive soil
31.24 Consolidation test for cohesive soil
31.25 Shear test
31.25.1 Direct Shear Test
31.25.1.1 Consolidated drain test
31.25.1.2 Consolidated quick test
31.25.1.3 Unconsolidated quick test
31.25.2 Triaxial Shear Test
31.25.2.1 Consolidated undrained triaxial test with pore pressure for cohesive and non co-hesive soil
31.25.2.2 Consolidated undrained triaxial test without pore pressure for cohesive soil
31.25.2.3 Consolidated drained triaxial test
31.25.2.4 Unconsolidated undrained triaxial test without pore pressure
31.25.3 Field Vanshear test in cohesive soil (ASTM D-2573-72, 1978)
31.26 Unconfined compression for cohesive soil
31.27 Field density in/c field visit for non-cohesive soil
31.28 Ground water table location
31.29 One dimensional swelling / settlement potential of cohesive soil.
31.30 Non-repetitive static plate load test of soil (ASTM D-1196-64, reapproved in 1977
31.31 Compaction test
31.31.1 Standard proctor
31.31.2 Modified proctor