PWD Rate Schedule' 2008 - BANGLADESH

CodeDescription
01.1.1Erect and remove semi-permanent engineer's site office (minimum 15 sqm plinth area) with required facilities including providing furniture, first-aid box, safety helmet, level/theodolite etc.
01.1.2Erect and remove semi-permanent engineer's site office (minimum 38 sqm plinth area) with requied facilities including security fencing and providing furniture, first-aid box, safety helmet, level/theodolite facilities, 5-Kva stand-bye Generator etc.
01.1.3Erect and remove semi-permanent Engineer's Site Office (minimum 38 sqm plinth area) with required facilities including providing furniture, first-aid box, safety helmet, level/theodolite facilities, 5-Kva stand-bye Generator etc.security fencing, PC with monitor, Laserjet Printer, UPS etc.
01.1.4Erect and remove semi-permanent Engineer's Site office (minimum 38 sqm plinth area) with required facilities including providing furniture, first-aid box, safety helmet, level/theodolite facilities, 5-Kva stand-bye Generator, security fencing, PC with monitor, Laserjet Printer, UPS etc. Photocopier & freeze etc.
01.1.5Erect and remove engineer's site office (minimum 10 sqm plinth area) with required facilities for low value simple work
01.1.6Provide window type 1800 BTU A.C. for Employer's / Engineer's Office at site and remove after completion of contract.
01.1.7Provision and maintenance of Sign-Board (1 m x 2 m)
01.2.1Provide 3 sets as-built drawing using AutoCAD software in 23.38" x 16.54" (A-2) size standard drawing paper on completeion of works
01.2.2Provide additional copy of as-built drawing using AutoCAD software in 23.38" x 16.54" (A-2) size standard drawing paper on completeion of works
01.2.3Provide colored post-card size 10 Nos. progress photograph of works in 3 sets in each manth during entire contract period of works
01.2.4Prepare and submission of Implementation Schedule to the Engineer for approval showing the general methods, arrangements, order, and timing for all the activities in the works prepared in Microsoft Project or in any other software programme accepted by the Engineer.
01.2.5Updating Implementation Schedule and submission of its hard and soft copy to the Engineer for approval and acceptance
01.2.6Provide all necessary logistic support to frame monthly progress and review meetings at the project site.
01.3Setting out: providing layout, bench-mark, property line, formation level etc.
01.4Mobilization, cleaning site before commencing actual Physical works and demobilization on completion of work
02.1.1Layout and marking for earthwork in excavation for foundation
02.1.2Earth work in foundation trenches up to 1.5 m depth and maximum 10m lead: soft clayey soil/ loose sand / silt.
02.1.3Earth work in foundation trenches up to 1.5 m depth and maximum 10m lead: medium to stiff clayey soil / medium to dense sand.
02.1.4Earth work in foundation trenches up to 1.5 m depth and maximum 10m lead: very stiff (hard) clayey soil, rubbish and sand.
02.1.5Earth work in foundation trenches up to 1.5 m depth and maximum 10m lead: very soft saturated / organic clayey soil/ soil of semi-liquid state.
02.1.6Extra rate for each additional 0.5 meter depth exceeding 1.5 meter
02.1.7Extra rate for each 1 m additional lead beyond 10 m
02.2De-watering by pump during earthwork in excavation for foundation
02.3Supplying and driving of borrack bamboo post minimum 3" dia
02.4Supplying and driving wooden ballah in Palisading
02.5Palisading work with drum sheet excluding cost of vertical post
02.6Supplying and fitting-fixing horizontal bracing in Palisading with ½ split wooden ballah.
02.7.1Shore protection during earthwork in excavation for foundation: depth up to 1.5 m depth
02.7.2Shore protection during earthwork in excavation for foundation: depth beyond 1.5 m
02.8Supplying and laying 2mm thick Geo-textile
02.9Removing Sludge/semi-liquid clay etc. from the bottom of any type of Marshy land/Lake/Ditch/Pond in/c mixing fine local sand of F.M 0.5 to 0.8 to a proportion (1:10)
02.10.1Sand filling in foundation and plinth with sand (F.M. 0.50 to 0.80)
02.10.2Sand filling in foundation and plinth with sand (F.M. 1.2)
02.10.3Sand filling in foundation and plinth with local sand (F.M. 2.2)
02.11Khoa consolidation (2:1) in foundation trenches by 50mm down graded brick-chips and sand (F.M. 1.2) in proportion (2 : 1)
02.12Khoa consolidation in foundation trenches by 50mm down graded brick-chips and sand (F.M. 1.2) with cement in proportion (12 : 6 : 1)
02.13Earth filling in foundation trenches and plinth (earth available at site)
02.14Carriage of excavated earth from the construction site by truck or any other means to the selected land within 30 km radious.
02.15.1Earth filling in foundation trenches with carted earth carried by truck or any other means: For Dhaka Metropolitan Area.
02.15.2Earth filling in foundation trenches in 50mm layers with carted earth carried by truck or any other means: For Chittagong / Sylhet/ Narayanganj Area
02.15.3Earth filling in foundation trenches with carted earth carried by truck or any other means: For Rajshahi / Barishal / Khulna metropolitan area
02.15.4Earth filling in foundation trenches with carted earth carried by truck or any other means: For other than Dhaka, Ctg., Sylhet, Rajshahi, Barishal, Khulna metropolitan area and N'ganj district
02.16.1Site development / improvement by earth carried by truck/ dredging or any other means in/c cost of earth, carrying, levelling and dressing: For Dhaka Metropolitan Area
02.16.2Site development / improvement by earth carried by truck/ dredging or any other means in/c cost of earth, carrying, levelling and dressing: For Chittagong / Sylhet/ Narayanganj Area
02.16.3Site development / improvement by carted earth or sand: For Rajshahi / Barishal / Khulna metropolitan area
02.16.4Site development / improvement by earth carried by truck/ dredging or any other means in/c cost of earth, carrying, levelling and dressing: For other than Dhaka, Ctg., Sylhet, Rajshahi, Barishal, Khulna metropolitan area and N'ganj district
02.17Mechanical compaction of earth/coarse sand (F.M. 1.2) in 150 mm layers including leveling, watering and consolidation each layer with chain dozer, grader up to finished level
03.1One layer brick flat soling in foundation or in floor.
03.2One layer herrring bone bond soling in foundation or in floor.
03.3Brick on end edging
03.4.1Mass concrete in foundation (1:3:6) with brick chips & sand of F.M. 1.2
03.4.2Mass concrete in floor (1:3:6) with brick chips & sand of F.M. 1.2
03.5.1Mass concrete in foundation (1:2:4) with brick chips & sand of F.M. 1.2
03.5.2Mass concrete in floor (1:2:4) with brick chips & sand of F.M. 1.2
03.6.175 mm thick damp proof course (1:1.5:3) with 50% Sylhet sand (F.M. 2.2) & 50% local sand (F.M. 1.2) and 12mm down graded brick chips
03.6.275 mm or 3" thick damp proof course (1:1.5:3) with Sylhet sand (F.M. 2.3) and 1/2 " down stone chips
03.6.3150 mm thick damp proof course (1:1.5:3) with Sylhet sand (F.M. 2.2) and 1/2" down stone chips using water-proofing admixture / agent
03.7Supplying and laying polythene sheet
04.1Brick work with first class bricks in foundation (1:6)
04.2Brick work with first class bricks in superstructure (1:6) Ground floor
04.3Brickwork with 1st class bricks in exterior wall (1:4) Ground floor:
04.4Exposed brick work in exterior wall without outside plaster in superstructure (1:4) with special quality sorted out first class bricks Ground floor:
04.5Exposed brick work in exterior wall without outside plaster in superstructure (1:4) with automatic machine made first class bricks Ground floor:
04.6Brick work with 10 holes machine made bricks (1:4) Ground floor:
04.7Brick work with 9.5" x 4.5" x 2.75" size machine made solid klinker facing bricks (1:4) Ground floor:
04.8Brick work with 9.5" x 4.5" x 2.75" size 10 hole machine made rock-face/textured klinker facing bricks (1:4) Ground floor:
04.9Brick work with 9.5" x 4.5" x 2.75" size 3 hole machine made reinforced klinker facing bricks (1:4) Ground floor:
04.10Extra rate for each additional floor for brick works (items Nos. 4.2 to 4.9)
04.10.1Add for each addl. floor up to 5th floor
04.10.2Add for each addl. floor for 6th floor to 9th floor
04.10.3Add for each addl. floor for 10th floor and above
04.11Extra rate (for per meter increase of height) over the rate of item No. 4.2 to 4.9 where free height of the structure exceeds 4 meter.
04.12Facing brick work with 200 x 100 x 50 mm machine made hard pressed klinker facing bricks (1:4) with out pointing.
04.13Facing brick work with 200 x 50 x 50 mm machine made klinker facing strips (1:4) with outside pointing.
04.14Facing brick work with 200 x 62 x 25 mm machine made klinker red strips (1:4) with out side pointing. Ground floor
04.15125 mm brick work with first class bricks (1:6) in superstructure Ground floor:
04.16125 mm brick work with first class bricks (1:4) in superstructure Ground floor:
04.17Exposed 125 mm thick pointing extra ordinary ornamental brick work (1:4) with sorted out bricks Ground floor
04.18Exposed 125 mm thick pointing extra ordinary ornamental brick work (1:4) with automatic machine made 1st classs bricks Ground floor
04.19125 mm thick brick work with 10 hole machine made ceramic bricks (1:4) in superstructure Ground floor
04.20.1Fancy screen work in wall with 4'' x 4'' x 4'' design block (1:3). Ground floor:
04.20.2Fancy screen work in wall with 6.5'' x 4.75'' x 4'' design block (1:3) facing 6.5" x 4" Ground floor
04.20.3Fancy Screen work with 6'' x 6'' x 4'' design block in all floors (1:3)
04.21Extra rate for each additional floor for brick and screen block work (Item Nos. 4.12 to 4.20)
04.21.1 Add for each addl. floor up to 5th floor
04.21.2Add for each addl. floor for 6th floor to 9th floor
04.21.3Add for each addl. floor 10th floor and above
04.22.1100 mm thick brick on edge pavement with 200 x 100 x 50 mm klinker paving bricks (1:4)
04.22.250 mm thick flat brick pavement with 200 x 100 x 50 mm klinker paving bricks (1:4)
04.22.350 mm thick brick pavement with 200 x 50 x 50 mm klinker paving bricks (1:4)
04.23125 mm thick brick pavement on flooring with 1st class bricks (1:4)
04.24125 mm thick brick pavement on flooring with 10 holes ceramic bricks (1:4)
04.2575mm thick cement concrete (C.C.) in floor (1:3:6) with brick chips
04.2625 mm thick artificial patent stone flooring (1:2:4) with brick chips
04.2738 mm thick artificial patent stone flooring (1:2:4) with brick chips
04.2825 mm thick artificial patent stone flooring (1:2:4) with 12mm down graded stone chips
04.2938 mm thick artificial patent stone flooring (1:2:4) with 12mm down graded stone chips
04.3025 mm thick artificial patent stone flooring (1 : 1.5 : 3) with 12mm down graded stone chips
04.3138 mm thick artificial patent stone flooring (1: 1.5 : 3) with 12mm down graded stone chips
04.32Extra rate for each additional floor for patent stone flooring
04.32.1Add for each addl. floor up to 5th floor
04.32.2Add for each addl. floor for 6th floor to 9th floor
04.32.3Add for each addl. floor 10th floor and above
05.110 mm thick (finished) mosaic in floor in/c 25 mm thick patent stone (1:2:4) with BRICK chips
05.1.1With Indian chips & glass strip using 100% white cement
05.1.2With Indian chips & glass strip using 100% grey cement
05.1.3With Pakistani chips & glass strip using 100% white cement
05.1.4With Indian chips & without glass strip using 100% white cement
05.1.5With Indian chips without glass strip using 100% grey cement
05.1.6With Pakistani chips without glass strip using 100% white cement
05.212 mm thick (finished) mosaic with white cement in floor in/c 25 mm thick patent stone (1:2:4) with BRICK chips
05.2.1With Indian chips & glass strip
05.2.2With Pakistani chips & glass strip
05.2.3With Indian chips & without glass strip
05.2.4Pakistani chips & without glass strip
05.310 mm thick (finished) silver grey situ mosaic in floor in/c 25 mm thick patent stone (1;2:4) with BRICK-CHIPS: (white cement : grey cement = 1:1)
05.3.1With Indian chips & glass strip
05.3.2With Pakistani chips & glass strip
05.3.3With Indian chips & without glass strip
05.3.4Pakistani chips & without glass strip
05.412 mm thick (finished) silver grey situ mosaic in floor in/c 25 mm thick patent stone with BRICK-CHIPS: (white cement : grey cement = 1:1)
05.4.1With Indian chips & glass strip
05.4.2With Pakistani chips & glass strip
05.4.3With Indian chips & without glass strip
05.4.4With Pakistani chips & without glass strip
05.510 mm thick (finished) mosaic on wall with 100% white cement
05.5.1With Indian chips
05.5.2With Pakistani chips
05.610 mm thick (finished) mosaic on wall (White cement : Grey cement = 1 : 1)
05.6.1With Indian chips
05.6.2With Pakistani chips
05.6.3With Indian chips using 100% grey cement
05.710 mm thick (finished) coloured mosaic in floor in/c 25 mm thick patent stone with BRICK-CHIPS.
05.7.1With Indian chips & glass strip
05.7.2With Pakistani chips & glass strip
05.7.3With Indian chips & without glass strip
05.7.4With Pakistani chips & without glass strip
05.812 mm thick (finished) coloured mosaic in floor in/c 25 mm thick patent stone with BRICK-CHIPS.
05.8.1With Indian chips & glass strip
05.8.2With Pakistani chips & glass strip
05.8.3With Indian chips & without glass strip
05.8.4With Pakistani chips & without glass strip
05.910 mm thick (finished) coloured mosaic on wall
05.9.1With Indian chips
05.9.2With Pakistani chips
05.10Mosaic terrazzo tiles flooring
05.10.1200 x 200 x 20 mm (finished) mosaic terrazzo tiles flooring with Indian chips
05.10.2200 x 200 x 20 mm (finished) mosaic terrazzo tiles flooring with Pakistani chips.
05.11Extra rate for each additional floor for mosaic and terazzo tiles works (Item Nos. 5.1 to 5.10)
05.11.1Add for each addl. floor up to 5th floor
05.11.2Add for each addl. floor for 6th floor to 9th floor
05.11.3Add for each addl. floor for 10th floor and above
06.1.1Marble stone flooring with 18 mm thick Indian black/ white marble stone
06.1.2Marble stone flooring with 16 mm thick Indian black/ white marble stone
06.2.1Marble stone flooring with 18 mm thick Indian coloured/ grey marble stone
06.2.2Marble stone flooring with 16 mm thick Indian coloured/ grey marble stone
06.3.1Marble stone on walls with 12 mm thick Indian white / black marble stone
06.3.2Marble stone on walls with 12 mm thick Indian coloured / grey marble stone
06.4Marble stone FLOORING with 18 mm thick Italian grey / coloured marble stone Italy
06.5.1Labour Cost for making moulding in 18 mm thick marble stone
06.5.2Labour Cost for making moulding in 16 mm thick marble stone
06.5.3Labour Cost for making moulding in 12 mm thick marble stone
06.6Supplying, fitting and fixing glazed wall tiles on 20mm thick sand cement mortar base (3:1):
06.6.1White glazed tiles of different sizes
06.6.2Coloured galazed wall tiles of different sizes
06.6.3Special design glazed coloured wall tiles
06.7Supplying, fitting and fixing glazed homogeneous floor tiles on cement mortar base (4:1):
06.7.1GP (homogeneous) 300 x 300 mm floor tiles
06.7.2GP (homogeneous) 400 x 400 mm floor tiles
06.8Supplying, fitting and fixing unglazed homogeneous floor tiles on cement mortar base (4:1):
06.8.1GP (homogeneous) 300 x 300 mm floor tiles
06.8.2GP (homogeneous) 400 x 400 mm floor tiles
06.9Supplying, fitting and fixing mirror polished floor tiles on cement mortar base (4:1):
06.9.1GP (mirror polished) 300 x 300 mm floor tiles
06.9.2GP (mirror polished) 400 x 400 mm floor tiles
06.9.3GP (mirror polished) 300 x 600 mm / 600 x 600 mm floor tiles
06.10Supplying, fitting and fixing GP homogeneous stair tiles on cement mortar base (4:1):
06.11Supplying, fitting and fixing GP glazed homogenous/GP unglazed homogenous/Mirror polished floor tiles with tiles adhesives & Joint filler/ tiles grout
06.11.1GP glazed homogenous floor tiles (400 x 400 mm)
06.11.2GP glazed homogenous floor tiles (300 x 300 mm)
06.11.3GP un-glazed homogenous floor tiles (400 x 400 mm)
06.11.4GP un-glazed homogenous floor tiles (300 x 300 mm)
06.11.5GP Mirror Polished floor tiles (300 x 300 mm)
06.11.6GP Mirror Polished floor tiles (400 x 400 mm)
06.11.7GP Mirror Polished floor tiles (600 x 600 mm)
06.12Extra Rate for each additional floor for Tiles and Marble Stone Works
06.12.1Add for each addl. floor up to 5th floor
06.12.2Add for each addl. floor for 6th floor to 9th floor
06.12.3Add for each addl. floor for 10th floor and above
07.1R.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)
07.1.1Individual and continuous footings of column at plinth level
07.1.1.1Concrete
07.1.1.2Formwork/shuttering, prop and necessary supports etc. (wooden)
07.1.2In raft/ mat/ floor slab at plinth level
07.1.2.1Concrete
07.1.2.2Formwork/shuttering, prop and necessary supports etc. (wooden)
07.1.3In foundation beam
07.1.3.1Concrete
07.1.3.2Formwork/shuttering, prop and necessary supports etc. (wooden)
07.1.4 Padestals, column capitals, lift walls and walls
07.1.4.1Concrete Ground floor and below plinth level
07.1.4.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.1.5Tie beam and lintels
07.1.5.1Concrete Ground floor and below plinth level
07.1.5.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.1.6Tee beams, Ell beams and Rectangular beams etc
07.1.6.1Concrete Ground floor and below plinth level
07.1.6.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.1.7Floor and roof slab
07.1.7.1Concrete Ground floor
07.1.7.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.1.8Cornice, railing, drop walls, louver, fins etc.
07.1.8.1Concrete Ground floor
07.1.8.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.1.9Sunshade, false ceiling
07.1.9.1Concrete Ground floor
07.1.9.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.1.10Stair case slab and steps
07.1.10.1Concrete Ground floor
07.1.10.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.1.11Waffle or Ribbed floor/roof slab
07.1.11.1Concrete Ground floor
07.1.11.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.2R.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)
07.2.1Individual and continuous footings of column at plinth level
07.2.1.1Concrete Ground floor
07.2.1.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.2.2In raft/ mat/ floor slab at plinth level
07.2.2.1Concrete Ground floor
07.2.2.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.2.3Foundation beam
07.2.3.1Concrete Ground floor
07.2.3.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.2.4 Padestals, column, column capitals, lift walla and walls
07.2.4.1Concrete Ground floor and below plinth level
07.2.4.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.2.5Tie beam and lintels
07.2.5.1Concrete Ground floor and below plinth level
07.2.5.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.2.6Tee beams, Ell beams and Rectangular beams etc
07.2.6.1Concrete Ground floor and below plinth level
07.2.6.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.2.7Floor and roof slab
07.2.7.1Concrete Ground floor
07.2.7.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.2.8Cornice, railing, drop walls, louver, fins etc.
07.2.8.1Concrete Ground floor
07.2.8.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.2.9Sunshade, false ceiling
07.2.9.1Concrete Ground floor
07.2.9.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.2.10Stair case slab and steps
07.2.10.1Concrete Ground floor and below plinth level
07.2.10.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.2.11Waffle or Ribbed floor/roof slab
07.2.11.1Concrete Ground floor
07.2.11.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.3R.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)
07.3.1Individual and continuous footings of column at plinth level
07.3.1.1Concrete Ground floor
07.3.1.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.3.2In raft/ mat/ floor slab at plinth level
07.3.2.1Concrete Ground floor
07.3.2.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.3.3Foundation beam
07.3.3.1Concrete Ground floor
07.3.3.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.3.4Padestals, column, column capitals, lift walls and walls
07.3.4.1Concrete Ground floor and below plinth level
07.3.4.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.3.5Tie beam and lintels
07.3.5.1Concrete Ground floor and below plinth level
07.3.5.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.3.6Tee beams, Ell beams and Rectangular beams etc
07.3.6.1Concrete Ground floor and below plinth level
07.3.6.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.3.7Floor and roof slab
07.3.7.1Concrete Ground floor
07.3.7.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.3.8Cornice, railing, drop walls, louver, fins etc.
07.3.8.1Concrete Ground floor
07.3.8.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.3.9Sunshade, false ceiling
07.3.9.1Concrete Ground floor
07.3.9.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.3.10Stair case slab and steps
07.3.10.1Concrete Ground floor
07.3.10.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.3.11Waffle or Ribbed floor/roof slab
07.3.1.1Cost of concrete Ground floor
07.3.11.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.4R.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).
07.4.1Individual and continuous footings of column at plinth level
07.4.1.1Concrete Ground floor
07.4.1.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.4.2In raft/ mat/ floor slab at plinth level
07.4.2.1Concrete Ground floor
07.4.2.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.4.3Foundation beam
07.4.3.1Concrete Ground floor
07.4.3.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.4.4Padestals, column, column capitals, lift walls and walls
07.4.4.1Concrete Ground floor and below plinth level
07.4.4.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.4.5Tie beam and lintels
07.4.5.1Concrete Ground floor and below plinth level
07.4.5.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.4.6Tee beams, Ell beams and Rectangular beams etc
07.4.6.1Concrete Ground floor and below plinth level
07.4.6.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.4.7Floor and roof slab
07.4.7.1Concrete Ground floor
07.4.7.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.4.8Cornice, railing, drop walls, louver, fins etc.
07.4.8.1Concrete Ground floor
07.4.8.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.4.9Sunshade, false ceiling
07.4.9.1Concrete Ground floor
07.4.9.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.4.10Stair case slab and steps
07.4.10.1Concrete Ground floor
07.4.10.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.4.11Waffle or Ribbed floor/roof slab
07.4.11.1Concrete Ground floor
07.4.11.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.5R.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)
07.5.1Individual and continuous footings of column at plinth level.
07.5.1.1Concrete Ground floor
07.5.1.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.5.2In raft/ mat/ floor slab at plinth level
07.5.2.1Concrete Ground floor
07.5.2.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.5.3Foundation beam
07.5.3.1Concrete Ground floor
07.5.3.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.5.4Padestals, column, column capitals, lift walls and walls
07.5.4.1Concrete Ground floor and below plinth level
07.5.4.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.5.5Tie beam and lintels
07.5.5.1Concrete Ground floor and below plinth level
07.5.5.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.5.6Tee beams, Ell beams and Rectangular beams etc
07.5.6.1Concrete Ground floor and below plinth level
07.5.6.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.5.7Floor and roof slab
07.5.7.1Concrete Ground floor
07.5.7.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.5.8Cornice, railing, drop walls, louver, fins etc.
07.5.8.1Concrete Ground floor
07.5.8.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.5.9Sunshade, false ceiling
07.5.9.1Concrete Ground floor
07.5.9.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.5.10Stair case slab and steps
07.5.10.1Concrete Ground floor and below plinth level
07.5.10.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.5.11Waffle or Ribbed floor/roof slab
07.5.11.1Concrete Ground floor
07.5.11.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.6R.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).
07.6.1Individual and continuous footings of column at plinth level.
07.6.1.1Concrete Ground floor
07.6.1.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.6.2In raft/ mat/ floor slab at plinth level
07.6.2.1Concrete Ground floor
07.6.2.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.6.3Foundation beam
07.6.3.1Concrete Ground floor
07.6.3.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.6.4Padestals, column, column capitals, lift walls and walls
07.6.4.1Concrete Ground floor and below plinth level
07.6.4.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.6.5Tie beam and lintels
07.6.5.1Concrete Ground floor and below plinth level
07.6.5.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.6.6Tee beams, Ell beams and Rectangular beams etc
07.6.6.1Concrete Ground floor and below plinth level
07.6.6.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.6.7Floor and roof slab
07.6.7.1Concrete Ground floor
07.6.7.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.6.8Cornice, railing, drop walls, louver, fins etc.
07.6.8.1Concrete Ground floor
07.6.8.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.6.9Sunshade, false ceiling
07.6.9.1Concrete Ground floor
07.6.9.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.6.10Stair case slab and steps
07.6.10.1Concrete Ground floor
07.6.10.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.6.11Waffle or Ribbed floor/roof slab
07.6.11.1Concrete Ground floor
07.6.11.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.7R.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).
07.7.1Individual and continuous footings of column at plinth level.
07.7.1.1Concrete Ground floor
07.7.1.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.7.2In raft/ mat/ floor slab at plinth level
07.7.2.1Concrete Ground floor
07.7.2.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.7.3Foundation beam
07.7.3.1Concrete Ground floor
07.7.3.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.7.4Padestals, column, column capitals, lift walls and walls
07.7.4.1Concrete Ground floor and below plinth level
07.7.4.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.7.5Tie beam and lintels
07.7.5.1Concrete Ground floor and below plinth level
07.7.5.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.7.6Tee beams, Ell beams and Rectangular beams etc
07.7.6.1Concrete Ground floor
07.7.6.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.7.7Floor and roof slab
07.7.7.1Concrete Ground floor and below plinth level
07.7.7.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor and below plinth level
07.7.8Cornice, railing, drop walls, louver, fins etc.
07.7.8.1Concrete Ground floor
07.7.8.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.7.9Sunshade, false ceiling
07.7.9.1Concrete Ground floor
07.7.9.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.7.10Stair case slab and steps
07.7.10.1Concrete Ground floor
07.7.10.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.7.11Waffle or Ribbed floor/roof slab
07.7.11.1Concrete Ground floor
07.7.11.2Formwork/shuttering, prop and necessary supports etc. (wooden) Ground floor
07.8R.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)
07.8.1Individual and continuous footings of column at plinth level.
07.8.1.1Concrete Ground floor
07.8.1.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.8.2In raft/ mat/ floor slab at plinth level
07.8.2.1Concrete Ground floor
07.8.2.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.8.3Foundation beam
07.8.3.1Concrete Ground floor
07.8.3.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.8.4Padestals, column, column capitals, lift walls and walls
07.8.4.1Concrete Ground floor and below plinth level
07.8.4.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor and below plinth level
07.8.5Tee beams, Ell beams and Rectangular beams etc
07.8.5.1Concrete Ground floor
07.8.5.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.8.6Floor and roof slab
07.8.6.1Concrete Ground floor
07.8.6.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.8.7Stair case slab and steps
07.8.7.1Concrete Ground floor
07.8.7.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.8.8Waffle or Ribbed floor/roof slab
07.8.8.1Concrete Ground floor
07.8.8.2Formwork/shuttering, prop and necessary supports etc. (steel) Ground floor
07.9Extra 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]
07.10Extra 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]
07.11Extra 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]
07.12Extra 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)
07.13Extra 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)
07.14Extra 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)
07.15Extra 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)
07.16Extra 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)
07.17Extra rate for RCC work in additional floor: Concrete
07.17.1Add for each addl. floor up to 5th floor
07.17.2Add for each addl. floor from 6th floor to 9th floor
07.17.3Add for each addl. floor for 10th floor & above
07.18Extra rate for RCC work in additional floor: Formwork / shuttering including curing
07.18.1Add for each addl. floor up to 5th floor
07.18.2Add for each addl. floor from 6th floor to 9th floor
07.18.3Add for each addl. floor for 10th floor & above
07.19Extra cost for as-cast reinforced cement concrete
07.20.1Supply and use of water reducingadmixture in concrete: Type - A
07.20.2Supply and use of retarding admixture in concrete: Type - B
07.20.3Supply and use of accelerating admixture in concrete: Type - C
07.20.4Supply and use of water-reducing and retarding admixture in concrete: Type - D
07.20.5Supply and use of water-reducing and accelerating admixture in concrete: Type - E
07.20.6Supply and use of water-reducing high rangeadmixture in concrete: Type - F
07.20.7Supply and use of water-reducing high range retarding admixture in concrete: Type - G
07.21.1Water-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)
07.21.2Water-proofing membrane on made up surface below the floor or below the horizontal surface (rate is excluding the cost of protective cover).
07.21.3Water-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)
07.2220 mm thick water-proofing work in masonry or concrete surface with sand-cement mortar mixed with specified admixure
08.1.1Supplying, fabrication etc of M.S. rod in RCC works in all floors: 40 grade deformed bar with minimum fy = 276 Mpa
08.1.2Supplying, fabrication etc of M.S. rod in RCC works in all floors: 60 grade deformed bar with minimum fy = 415 Mpa
08.2Extra rate for RCC work in additional floor: Reinforcement
08.2.1Add for each addl. floor up to 5th floor
08.2.2Add for each addl. floor from 6th floor to 9th floor
08.2.3Add for each addl. floor for 10th floor & above
08.3Mild steel work in roof truss
08.4Fabrication and supplying Fan hook of 16mm dia M.S. rod in/c fitting fixing in RCC.
08.5.1Construction of expansion joint in RCC floor/ roof slabs or beams with V-folded copper sheet.
08.5.2Construction of expansion joint in RCC floor/ roof slabs or beams with V-folded Aluminium Water Stop sheet.
08.5.3Construction of expansion joint in RCC floor/ roof slabs or beams with V-folded Aluminium Water Stop sheet and 6mm thick M.S. Plate..
08.6Supplying, fitting and fixing PVC water stopper in 250mm wide horizontal construction joint of RCC basement slab
08.7Supplying, fitting and fixing 250mm wide 16 SWG Aluminium Sheet water stopper in construction joint of RCC vertical
08.8Providing bearing joints fixed or free with size (mm) 250 x 375 x 10 M.S. shoe plate fitted in the truss.
09.1Drilling /Boring including equipment and labour for cast-in-situ piling
09.1.1400 mm dia
09.1.1.1Depth up to 20 m
09.1.1.2Additional rate for each additional meter beyond 20 m up to 29 m
09.1.2450 mm dia
09.1.2.1Depth up to 20 m
09.1.2.2Additional rate for each additional meter beyond 20 m up to 29 m
09.1.3500 mm dia
09.1.3.1Depth up to 20 m
09.1.3.2Additional rate for each additional meter beyond 20 m up to 29 m
09.1.4550 mm dia
09.1.4.1Depth up to 20 m
09.1.4.2Additional rate for each additional meter beyond 20 m up to 29 m
09.1.5600 mm
09.1.5.1Depth up to 20 m
09.1.5.2Additional rate for each additional meter beyond 20 m up to 29 m
09.2Removal of spoils/ mud accumulated during boring of cast in situ pile of different dia.
09.3Casting 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.)
09.4Providing and making point welding
09.5Providing and making joint by through welding
09.6Labour for breaking head of cast-in-situ bored pile/pre-cast driven pile
09.7.1Conducting static load testfor the cast in situ / precast pile providing required scaffolding. For 25 tonne load for 1 test
09.7.2Conducting static load testfor the cast in situ / pre-cast pile providing required scaffolding. For 75 ton load for 1 No. of test
09.7.3Conducting static load test for the cast in situ / precast pile providing required scaffolding. For 125 ton load for 1 No. of test
09.7.4Conducting static load test for the cast in situ / precast pile providing required scaffolding. For 175 tone load for 1 No. test
09.7.5Conducting static load test for the cast in situ / pre-cast pile providing required scaffolding. For 225 tonne load for 1 No. test
09.7.6Conducting static load test for the cast in situ / precast pile providing required scaffolding. For 275 tonne load for 1 No. of test
09.8Rate for Intermediate loading
09.8.1For intermediate loading from 25 tonne to 75 tonne for each additional tonne
09.8.2For intermediate loading from 75 tonne to 125 tonne for each additional tonne.
09.8.3For intermediate loading from 125 tonne to 175 tonne for each additional tonne.
09.8.4For intermediate loading from 175 tonne to 225 tonne for each additional tonne.
09.8.5For intermediate loading from 225 tonne to 275 tonne for each additional tonne.
09.9.1250mm x 250mm Pre-cast pile with reinforced cement concrete (1 : 1.5 : 3) with stone chips.
09.9.2300mm x 300mm Pre-cast pile with reinforced cement concrete (1 : 1.5 : 3) with stone chips.
09.9.3350mm x 350 Pre-cast pile with reinforced cement concrete (1 : 1.5 : 3) with stone chips.
09.9.4Pile Shoe as per design
09.10Mobilization and demobilization of drop hammer type pre-cast pile driving rig.
09.11Driving of (250mm x 250mm x 12m) size pre-cast pile with drop hammer type rig.
09.11.1Up to 6 m
09.11.2From above 6 m to 12 m
09.11.3From above 12 m to 15 m
09.12Driving of (300mm x 300mm x 12m) size pre-cast pile with drop hammer type rig.
09.12.1Up to 6 m
09.12.2From above 6 m to 12 m
09.12.3From above 12 m to 15 m
09.13Driving of (350mm x 350mm x 12m) size pre-cast pile with drop hammer type rig
09.13.1Up to 6 m
09.13.2From above 6 m to 12 m
09.13.3From above 12 m to 15 m
09.13.4From above 15 m to 18 m
09.14Mobilization and demobilzation of automatic diesel hammer mounted complete rig set.
09.15Driving pre-cast pile with automatic rig fitted with automatic diesel hammer: 250mm x 250mm size pile
09.16Driving pre-cast pile with automatic rig fitted with automatic diesel hammer: 300mm x 300mm size pile
09.17Driving pre-cast pile with automatic rig fitted with automatic diesel hammer: 350mm x 350mm size
09.18.1175mm x 175mm x 7.5m Pile with reinforced cement concrete (1 : 1.25 : 2.5) with stone chips
09.18.2200mm x 200mm x 7.5m Pile with reinforced cement concrete (1 : 1.25 : 2.5) with stone chips
09.18.3Driving of 175mm x 175mm x 7.5m Pre-cast Pile
09.18.4Driving of 200mm x 200mm x 7.5m Pre-cast Pile
10.10.45 mm thick galvanized iron corrugated sheet roofing (Bangladesh made) [1 bundle=70-72 rft = 63 - 65 kg.(app) = 0.065 ton covers 150 sft.]
10.1.1Galvanized C.I. sheet:
10.1.2Coloured:
10.21.5 mm thick corrugated fibre glass sheet roofing fixed and fitted on purlin.
10.3.1Galvanized iron plain sheet ridging with galvanized bolts and nuts
10.3.2Colored iron plain sheet ridging with galvanized bolts and nuts
10.41.5 mm thick corrugated fibre glass sheet ridging
11.1Supply and making door and window frames with seasoned wood:
11.1.1Garjan
11.1.2Mehgani
11.1.3Silkorai
11.1.4Teak Chambal
11.1.5Chittagong Teak
11.2Supply, fitting & fixing M.S. flat bar clamps of size 225mm x 38mm x 6mm for door and windows
11.3Fitting fixing of chowkat (frame) using rowl plug
11.438mm x 38mm x 6mm M.S. angle door frame Double leaf
11.538mm x 38mm x 6mm M.S. angle door frame Single leaf
11.6Wood works in roof truss and wall plates:
11.6.1Garjan / Local Sal wood/Jam
11.6.2Mehgoni
11.6.3 Silkarai/Chickrashi
11.7Supply and making hand-rails of stair case including necessary moulding:
11.7.1Silkarai / Chickrashi
11.7.2Chittagong Teak
11.7.3Mehgoni
11.7.4Local Sal
12.1Supplying, fitting & fixing 38mm thick solid wooden single leaf door shutter
12.1.1Kathal
12.1.2Gamari
12.1.3Teak Chambal
12.1.4Chittagong Teak
12.1.5Chapalish
12.2Supplying, fitting & fixing 38mm thick wooden flush door shutter:
12.2.1Kathal
12.2.2Gamari
12.2.3Teak Chambal
12.2.4Chittagong Teak
12.2.5Chapalish
12.3Supplying, 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
12.4Supplying, fitting & fixing 38mm thick wooden panel door shutter with 38mm thick paneling (double leaf)
12.4.1Kathal
12.4.2Gamari
12.4.3Teak Chambal
12.4.4Chittagong Teak
12.4.5Chapalish
12.5Supplying, fitting & fixing 38mm thick wood panel door shutter with 25mm thick paneling (double leaf)
12.5.1Kathal
12.5.2Gamari
12.5.3Teak Chambal
12.5.4Chittagong Teak
12.5.5Chapalish
12.6Supplying, fitting & fixing 38mm thick wooden grooved panel flush door shutter
12.6.1Kathal
12.6.2Gamari
12.6.3Chittagong Teak
12.6.4Chapalish
12.7Supplying, fitting & fixing 36mm thick particle board single leaf flush door shutte
12.7.1Burma Teak veneered
12.7.2Champ veneered
12.7.3Chapalish veneered
12.7.4Garjan veneered
12.8Supplying, fitting & fixing seasoned wooden fixed louver shutter
12.8.1Gamari
12.8.2Chittagong Teak
12.8.3Chapalish
12.9Supplying, fitting & fixing seasoned wooden glazed ventilator louver shutter
12.9.1 Gamari
12.9.2Teak Chambal
12.9.3Chittagong Teak
12.9.4Chapalish
12.10Supplying, fitting & fixing 38 mm thick seasoned wooden glazed door shutter
12.10.1Chittagong Teak
12.10.2Silkorai
12.11Supplying, fitting & fixing 25 mm thick wood batten door & window shutters with 75mm x 25mm Z- battens fitted with iron screws etc. Kathal
12.12Supplying, fitting & fixing 38mm thick wooden glazed window shutter having horizontal & vertical section of 87mm x 38mm and having 38mm x 38mm sash bar.
12.12.1Kathal
12.12.2Gamari
12.12.3Teak Chambal
12.12.4Chittagong Teak
12.12.5Chapalish
12.13Supplying, fitting & fixing 38mm thick wooden window shutter, one third glazed & two third both side raised paneling.
12.13.1Kathal
12.13.2Gamari
12.13.3Teak Chambal
12.13.4Chittagong Teak
12.13.5Chapalish
12.14Seasoning 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
12.15.1Supplying, 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
12.15.2Supplying, 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
12.16.1Supplying, fitting & fixing steel glazed window shutters with the provision of fan-light with Z- section, T-section & F.I. Bars.
12.16.2Supplying, fitting & fixing steel glazed window shutters with out provision of fan-light with Z- section, T-section & F.I. Bars etc.
12.17Supplying, 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.
12.18.1Supplying, fitting & fixing 25mm thick wooden fly proof wire netting window shutter (double shutter). Kathal
12.18.2Supplying, fitting & fixing 25mm thick wooden fly proof wire netting window shutter (double shutter). Teak chambal wood:
12.18.3Supplying, fitting & fixing 25mm thick wooden fly proof wire netting window shutter (double shutter). Chittagong Teak
12.19Supplying, fitting and fixing louver shutter of ctg. Teak wood
12.20Supplying, fitting and fixing 75mm x 20mm Chittagong teak wood mounding bit
12.21Extra cost for using brass/ SS fittings in place of iron fittings in doors & windows for all floors (super quality local).
12.21.1Brass fittings for 1 No. of door
12.21.2SS fittings for 1 No. of door
12.21.3Brass fittings for 1 No. of windows
12.21.4SS fittings for 1 No. of windows
12.22Supplying, fitting and fixing 'King Brand' hydraulic door closer.
12.23.1Supplying, fitting and fixing approved quality MORTICE door lock.
12.23.2Supplying, fitting and fixing approved quality RIM round door lock.
12.24Supplying, fitting and fixing magnetic door shock absorber.
12.25Supplying, fitting and fixing best quality heavy type of 300mm long brass hasp bolt
13.1Supply, 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.
13.2Supply, fitting & fixing window grills made of M.S. section 20mm x 3mm with outer frames 25mm x 6mm F.I. bar
13.3Supply, fitting-fixing window grills of M.S. section 20mm x 5mm both inner and outer frames.
13.4.1Supply, fitting & fixing window grills of M.S. section 25mm x 6mm both inner and outer frames.
13.4.2Supply, fitting & fixing window grills of M.S. section 25mm x 6mm for outer frame and 20mm x 5mm for inner frame.
13.5.1Supply, fitting & fixing window grills of M.S. section 12mm x 12 mm solid bar with outer frame of 25mm x 6mm F.I. bar
13.5.2Supply, fitting & fixing window grills of M.S. section 10mm x 10 mm solid bar with outer frame of 38mm x 6mm F.I. bar
13.5.3Supply, 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
13.6Supply, fitting & fixing window grills made of 25mm x 3mm F. I. Bar
13.7Supply, 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.
13.8Supply, 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.
14.1.1As per AAMA standard specification supplying, fitting and fixing aluminium swing door with spandrel (S.S colour)
14.1.2As per AAMA standard specification supplying, fitting and fixing aluminium swing door standard with spandrel (bronze colour)
14.1.3As per AAMA standard specification supplying, fitting and fixing of aluminium swing door with spandrel (silver colour)
14.2.1As per AAMA standard specification supplying, fitting and fixing of aluminium swing door (S.S colour)
14.2.2As per AAMA standard specification supplying, fitting and fixing of aluminium swing door (bronze colour)
14.2.3As per AAMA standard specification supplying, fitting and fixing of aluminium swing door (silver colour)
14.3.1As per AAMA standard specification supplying, fitting and fixing of aluminium composite swing door with fixed partition (S.S colour)
14.3.2As per AAMA standard specification supplying, fitting and fixing of aluminium composite swing door with fixed partition (bronze colour)
14.3.3As per AAMA standard specification supplying, fitting and fixing of aluminium composite swing door with fixed partition (silver colour)
14.4.1As per AAMA standard specification supplying, fitting and fixing of aluminium sliding doors (S.S. colour) [2100 x 2100 mm]
14.4.2As per AAMA standard specification supplying, fitting and fixing of aluminium sliding doors (bronze colour) [2100 x 2100 mm]
14.4.3As per AAMA standard specification supplying, fitting and fixing of aluminium sliding doors (silver colour) [2100 x 2100 mm]
14.5.1As per AAMA standard specification supplying, fitting and fixing of aluminium sliding doors (S.S. colour) (1500 x 1400 mm]
14.5.2As per AAMA standard specification supplying, fitting and fixing of aluminium sliding doors (bronze colour) (1500 x 1400 mm]
14.5.3As per AAMA standard specification supplying, fitting and fixing of aluminium sliding doors (silver colour) (1500 x 1400 mm)
14.6.1.1As per AAMA standard specification supplying fitting and fixing aluminium sliding window frame and shutter (S.S. colour) [ 1500 x 1400 mm)
14.6.1.2As per AAMA standard specification supplying fitting and fixing aluminium sliding window frame and shutter (bronze colour) [ 1500 x 1400 mm)
14.6.1.3As per AAMA standard specification supplying, fitting and fixing aluminium sliding window frame and shutter (silver colour) [1500 x 1400 mm]
14.6.2.1As per AAMA standard specification supplying, fitting and fixing aluminium sliding window frame and shutter (SS colour) [900 x 1400 mm]
14.6.2.2As per AAMA standard specification supplying, fitting and fixing aluminium sliding window frame and shutter (bronze colour) [900 x 1400 mm]
14.6.2.3As per AAMA standard specification supplying, fitting and fixing aluminium sliding window frame and shutter (silver colour) [900 x 1400 mm]
14.7.1.1As 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]
14.7.1.2As 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]
14.7.1.3As 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)
14.7.2.1As 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]
14.7.2.2As 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]
14.7.2.3As 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]
14.7.3.1As 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]
14.7.3.2As 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]
14.7.3.3Supplying, fitting and fixing of aluminium sliding composite window (2'-6" x 2'-0") with mosquito net (silver colour) [ 762 x 710 mm]
14.8.1Supplying, fitting and fixing aluminium sliding and fixed composite window frame and shutter (S.S colour) [1500 x 2100 mm]
14.8.2Supplying, fitting and fixing aluminium sliding and fixed composite window frame and shutter (bronze colour) [1500 x 2100 mm]
14.8.3Supplying, fitting and fixing aluminium sliding and fixed composite window frame and shutter (silver colour) [ 1500 x 2100 mm]
14.9.1As per AAMA standard specification supplying, fitting and fixing aluminium top hung / casement window (S.S colour)
14.9.2As per AAMA standard specification supplying, fitting and fixing aluminium top hung / casement window (bronze colour)
14.9.3As per AAMA standard specification supplying, fitting and fixing aluminium top hung / casement window (silver colour)
14.10.1.1As per AAMA standard specification supplying, fitting and fixing of corrugated aluminium curtain wall (S.S colour) [3000 x 2100 mm]
14.10.1.2As per AAMA standard specification supplying, fitting and fixing of corrugated aluminium curtain wall (bronze colour) [3000 x 2100 mm]
14.10.1.3As per AAMA standard specification supplying fitting and fixing of corrugated aluminium curtain wall (Silver colour) [3000 x 2100 mm]
14.10.2.1As per AAMA standard specification supplying, fitting and fixing of corrugated aluminium curtain wall (S.S colour) [3000 x 750 mm]
14.10.2.2As per AAMA standard specification supplying, fitting and fixing of corrugated aluminium curtain wall (bronze colour) [3000 x 750 mm]
14.10.2.3As per AAMA standard specification supplying, fitting and fixing of corrugated aluminium curtain wall (silver colour) [ 3000 x 750 mm]
14.11.1As per AAMA standard specification supplying, fitting and fixing of fixed fan light (S.S colour)
14.11.2As per AAMA standard specification supplying, fitting and fixing of fixed fan light (bronze colour)
14.11.3As per AAMA standard specification supplying fitting and fixing of fixed aluminium fan light (silver colour)
14.12.1As per AAMA standard specification supplying, fitting and fixing of aluminium fixed louver (S.S colour)
14.12.2As per AAMA standard specification supplying, fitting and fixing of aluminium fixed louver (bronze colour)
14.12.3As per AAMA standard specification supplying, fitting and fixing of aluminium fixed louver (silver colour)
14.13As per AAMA standard specification supplying, fitting and fixing of aluminium sliding fly proof Netting shutter (Any colour)
14.14.1Supplying, fitting and fixing of 5 mm clear glass in aluminium frame, partitions or windows.
14.14.2Supplying, fitting and fixing of 5 mm tinted glass in aluminium frame, partitions or windows.
14.14.3Supplying, fitting and fixing of 5 mm ambushed/ frosted glass in aluminium frame, partitions or windows.
14.14.4Supplying, fitting and fixing of 6 mm reflecting glass (LBC) in aluminium frame partitions
14.15Supplying, 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.
14.16Supplying, 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)
14.17Supplying, 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)
15.1Minimum 12mm thick cement plaster (1:4) to walls (average of 12mm on one side and 20mm on other side of the walls).
15.2Minimum 12mm thick cement plaster (1:4) with neat cement finishing to plinth walls upto 150 mm below ground level.
15.3Minimum 12mm thick cement plaster (1:4) with neat cement finishing to dado
15.4Min 12mm thick cement plaster (1:6) to walls (average of 12mm on one side and 20mm on other side).
15.56mm thick cement plaster (1:4) to ceiling, column, beams etc. and all other RCC surfaces
15.6Min 6mm thick cement plaster (1:3) to ceiling, column, beam etc. R.C.C. surface.
15.7Flush pointing with cement mortar (1:2) to walls
15.8Ruled pointing with cement mortar (1:2) to walls
15.9Raised / Tack pointing with cement mortar (1:2) to walls
15.10Providing drip course / nosing / throating with cement mortar (1:2).
15.11.1Making groove in plaster on outside wall upto size 50mm x 6mm
15.11.2Groove cutting 38mm x 38mm in cement plaster (1:2) to wall at outer surface
15.12Additional Rate for Plaster and Pointing work in additional floors
15.12.1Add for each addl. floor up to 5th floor
15.12.2Add for each addl. from 6th floor to 9th floor
15.12.3Add for each addl. floor above 9th floor
15.13Average 4" thick finished lime terracing with 20mm down graded 1st class brick chips, surki and stone lime (7:2:2)
15.14Precast ventilator with 25mm thick cement mortar (1:2) including fitting fixing in position.
15.1575mm thick cornice of brick masonry (1:6)
15.16Supplying & embedding of 19 to 32 mm height and 19 mm width broken glass placed @ approx. 25 mm c/c into plaster
16.1White washing: 3 coats
16.2Colour washing: 3 coats
16.3Cement paint 3 coats (one coat is for priming)
16.4Applying 3-coat of weather coat in exterior wall surface
16.5Applying 3-coats silicon based water repellent on exposed brick surface
16.6Painting to doors and windows frame and shutters with synthetic enamel paint two coats
16.7Synthetic polyvinyl distempering 2 coats over a coat of priming
16.8.1Plastic emulsion paint to walls and ceiling 2 coats over a coat of primer
16.8.2Plastic emulsion paint to walls and ceiling 2 coats over lime putty applied on plaster surface
16.9.1Acrylic emulsion paint to walls and ceiling 2 coats over a coat of acrylic sealer
16.9.2Acrylic emulsion paint to walls and ceiling 2 coats over lime putty applied on plaster surface
16.10Providing antisalinity sealer before painting on damped plastered surface
16.11Renewing plaster in/c damp proof treatment with chemical Desalt S-01 & Foam Lub
16.12Textured painting with sealer coat, texure coat and top coat
16.13Chlorinated rubber painting of best quality & approved colour.
16.14French polishing 3 coats
16.15.1Wood varnishing with varnish (Yacht)
16.15.2Wood varnishing with varnish (Egg-shell)
16.15.3Wood varnishing with varnish (Matt)
17.1Construction of 300mm clear width and depth upto 300mm masonry surface drain
17.2Construction of surface drain of 600mm (av.) depth and 225mm clear width at bottom and 525mm at top.
17.3Providing apron with 50mm thick cement concrete (1:2:4) and one layer brick flat soling at bottom.
17.4.1Supplying 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.
17.4.2Supplying 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.
17.5Supplying, laying and fitting-fixing 900 mm dia RCC pipe excluding earth cutting & back filling.
18.1.112mm thick plain particle board ceiling screwed up with wooden frame for normal room height
18.1.212mm thick plain particle board ceiling screwed up with wooden frame for auditorium beyond 4m height.
18.1.3Supplying, 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.
18.2.1Supplying, 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.
18.2.2Supplying, 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.
18.2.3Supplying, 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
18.3.1Supplying, fitting and fixing of 12 mm thick B.T. veneered board in walling.
18.3.2Supplying, fitting and fixing of 12 mm thick particle board walling with wooden frame.
19.1.1Manufacturing, supplying, fitting and fixing of collapsible gate with 20mm x 20mm x 3mm size M.S. channel excluding cost of paint.
19.1.2Manufacturing, supplying, fitting and fixing of collapsible gate with 20mm x 20mm x 3mm M.S. angle excluding cost of paint.
19.1.3Manufacturing, supplying, fitting and fixing of collapsible gate with 25mm x 25mm x 3mm M.S. angle excluding cost of paint.
19.2.1Manufacturing, 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.
19.2.2Manufacturing, 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.
19.3Manufacturing, 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)
19.4Manufacturing, supplying, fitting and fixing of ordinary type M.S. gate (double leaf) with 38mm x 38mm x 6mm M.S. angle box and channel.
19.5Manufacturing, supplying, fitting and fixing of G.I. pipe gate excluding cost of painting.
19.6Manufacturing, supplying, fitting and fixing of rolling shutter made of 24 SWG G.P. sheet excluding cost of painting.
19.7Manufacturing, Supplying, fitting, fixing of ordinary type M.S. folding gate
20.1Supplying, 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).
20.2Supplying, 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).
20.3.1Manufacturing, 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.
20.3.2Manufacturing, 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.
20.4Supplying, fitting and fixing of SS stair railing of any standard height with 2 mm thick 62mm dia pipe for hand-rail
20.5.1Manufacturing, supplying, fitting and fixing 12mm dia G.I. pipe verandah railing @ 125mm c/c with 38mm dia G.I. pipe hand rail.
20.5.2Manufacturing, supplying, fitting and fixing 12mm dia G.I. pipe verandah railing @ 125mm c/c with 50mm dia G.I. pipe hand rail.
20.6Manufacturing, supplying, fitting and fixing verandah railing with stainless steel pipes
20.7.1Providing 38mm x 38mm x 6mm M.S. angle to the nosing of steps of stair case:
20.7.2Providing 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.
20.7.3Providing 25mm x 25mm x 6mm M.S. angle to the nosing of steps of stair case:
20.7.4Providing 38mm x 38mm x 6mm brass angle to the nosing of steps of stair case:
21.1Manufacturing, 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.
21.2Supplying, 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.
21.3Supplying, 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.
21.4Supplying, fitting & fixing of M.S. angle post made thorough welding of 2 Nos. 38mm x 38mm x 6mm M.S. angle.
21.5Barbed wire fencing (2100mm height) with RCC pillars 2400mm c/c. (rate is excluding cost of pillars)
21.6Barbed wire fencing (1350mm height) with 100mm av. dia best quality local bullah post 1800mm c/c. (rate is excluding cost of bullah post)
21.7Barbed wire fencing over brick wall/RCC member with 38mm x 38mm x 6mm M.S. angle post 600mm straight + 450mm inclined (2400mm c/c).
22.1Supplying fitting fixing 12 x 12 mm (base x height) thick triangular wooden bit instead of putty for fixing glass panes
22.2Supplying, fitting, fixing of 20mm dia Aluminium pipe curtain rail
22.3Supplying, fitting-fixing 10 mm thick tempered glass door
22.4Supplying, fitting-fixing 10 mm thick clear glass partition with aluminium box
22.5Supplying fitting fixing Chittagong teak wood strip 62 mm x 25 mm x 20 mm for fixing curtain rail for doors and windows.
22.6Supplying, fitting and fixing of vertical venetian blind of glass fibre fabrics
22.7Supplying, fitting and fixing of horizontal venetian blind of aluminium foils/strips
22.8Supplying and fitting-fixing of steel iron rack: size 7.3m x 0.68m x 4.27m
22.9Supplying & fitting-fixing of uPVC plastic door/window frame (Chowkat): (2.13 m x 0.99m )
22.10.1Supplying and fitting-fixing uPVC hollow door shutter: (760 x 1980 mm)
22.10.2Supplying and fitting-fixing uPVC solid door shutter: (760 x 2130 mm)
22.10.3Supplying and fitting-fixing uPVC hollow door shutter: (910 x 2130 mm)
22.10.4Supplying and fitting-fixing uPVC solid door shutter: (990 x 2130 mm)
22.11.1Supplying and fitting-fixing uPVC plastic partion with hollow section: (2 m x 3 m)
22.11.2Supplying and fitting-fixing uPVC plastic partition with glass: (2 m x 3 m)
22.12Supplying, fitting-fixing 2100mm x 750mm size uPVC door frame (chowkat) (For solid door)
22.13.1Supplying, fitting-fixing 1950mm x 750mm size uPVC swing door shutter
22.13.2Supplying, fitting-fixing 2100mm x 750mm size uPVC swing door shutter
22.13.3Supplying, fitting-fixing 2100mm x 900mm size uPVC swing door shutter
22.14Supplying, fitting-fixing uPVC wall paneling with solid uPVC section
22.15Supplying, fitting-fixing uPVC fixed partition with 5mm clear glass
22.16.1Supplying, fitting-fixing solid uPVC sliding window with 5 mm clear glass
22.16.2Supplying, fitting-fixing uPVC sliding window without glass.
22.17Supplying, fitting-fixing solid uPVC false ceiling.
22.18Supplying, fitting and fixing approved quality 190 mm x 190 mm glass bricks in round stair wall
22.19Supplying, fitting and fixing 50 mm thick rock/glass wool padding
23.1Earth work:
23.1.1Earth work in excavation of tanks of 30m initial lead & lift of 1.5m
23.1.2For each additional lift of 0.3m beyond 1.5m and upto 3m
23.1.3For each additional lift of 0.3m beyond 3m and upto 4.5m
23.1.4For each additional lift of 0.3m beyond 4.5m and upto 6m
23.1.5Extra each additional lead of 0.3m or part beyond initial lead 30m
23.2.1Bailing-out water using diesel operated 1 cusec pump
23.2.2Bailing-out water using electricity operated 1 cusec pump
24.1Earth work in road embankment upto a lift of 1.5m
24.1.1For initial lift of 1.5m
24.1.2For additional lift of 1m, beyond 1.5m up to 2.5m
24.1.3For additional lift of 1m, beyond 2.5m up to 3.5m
24.1.4For additional lift of 1m, beyond 3.5m up to 3.5m
24.1.5For additional lift of 1m, beyond 4.5m up to 5.5m
24.1.6For additional lift of 1m, beyond 5.5m up to 6m
24.2Earthwork in box cutting
24.2.1Earth work in box cutting up to 300mm depth
24.2.2Earth work in box cutting up to 450mm depth
24.3Turfing the side slopes and top of embankment
24.4Single brick flat soling
24.5Brick on end edge pavement in herring bone bond.
24.6Double brick flat soling
24.7Brick on end edging
24.8Breaking & supplying picked Jhama & 1st class bricks or bats in/c cost of bricks.
24.8.1For 62mm - 40mm size
24.8.2For 40mm - 25mm size
24.9Labour for compacted water bound macadam base course
24.10Providing compacted sub-base base course with brick bats and sand (FM 0.8) with mixing proportion 2 : 1
24.1150mm compacted bitumenous carpeting (with stone chips)
24.1238mm compacted bitumenous carpeting (with stone chips)
24.1325mm compacted bitumenous carpeting (with stone chips)
24.1450mm compacted bitumenous carpeting (with shingles)
24.1538mm compacted bitumenous carpeting (with shingles)
24.1625mm compacted bitumenous carpeting (with shingles)
24.17Providing tack coat @ 7.32kg per 10sqm
24.18Providing seal coat with 4 cft of Sylhet sand (FM 2.2) mixed with @ 7.32 kg of bitumen per 10 sqm
24.19Premixed bitumenous seal coat with 4 cft of pea gravels mixed with 80kg of bitumin per cum
24.20Providing bitumenous painting with 4.54 kg of bitumin per 10 sqm. Road surface.
24.21Providing road marking in two coats.
24.22Expansion joint in RCC road
25.1Labour charge for scraping lawn surface upto 38mm thick
25.2Preparation of ground to make the scraped lawn fit for plantation
25.3Levelling and dressing the lawn areas to proper slope and grade.
25.4Supplying approved best quality ALLUVIAL LOAMY SILTY soil
25.5Supplying approved best quality WELL DECOMPOSED COWDUNG.
25.6Labour for spreading the alluvial loamy silty soil from the stack at site on the lawn surface.
25.7Supplying and dibbling lawn grass of approved quality @ 38mm - 50mm apart.
25.8Labour charge for mixing cowdung, alluvial loamy silty soil and excavated earth.
25.9Providing fitting and fixing bamboo jafry fencing by 20mm size MULI BAMBOOO split having 75mm x 75mm mesh horizontally and diagonally.
25.10Providing 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.
25.11Earth-work in excavation 450mm x 450mm x 450mm size pits for plantation of plant in/c cost of cowdung manure, loamy silty soil etc.
25.12Preparation of FLOWER BEDS: Earth-work in excavation of Pits in 600mm depth for plantation of plants.
25.13Preparation of Hedge beds in 0.3m depth for plantation of plants.
25.14Carrying and placing/stacking of all sorts of rubbish/debris, bricks, brick-bats, gravels, chips etc.
25.15Supplying Borrak bamboo: 100mm dia & 12m long.
25.16Supplying Borrak bamboo: 50mm - 62mm dia & 7.5m long.
26.1Supplying, fitting & fixing Bangladeshi standard quality commode of following type "P" or "S" trap in/c seat cover:
26.1.1White commode (Bangladeshi), size (mm) 465 x 340 x 415. wt: 14 kg.
26.1.2Coloured commode (Bangladeshi), size(mm) 465 x 340 x 415. wt.: 14 kg.
26.1.3Special coloured commode (Bangladeshi), size(mm) 465 x 340 x 415. wt.: 14 kg.
26.2Supplying fitting & fixing low-down (Bangladeshi) of following type & size on wall and connecting with commode or pan: capacity 10 liter
26.2.1White low-down (Bangladeshi), size (mm) 490 x 190 x 350. wt.: 14 kg.
26.2.2Coloured low -down (Bangladeshi), size (mm) 490 x 190 x 350. wt.: 14 kg.
26.2.3Special coloured low-down (Bangladeshi), size (mm) 490 x 190 x 350. wt.: 14 kg.
26.3Supplying, fitting & fixing (Bangladeshi) "P" or "S" combicloset in/c flushing equipment:
26.3.1White combicloset (Bangladeshi), size (mm) 700 x 410 x 795. wt.: 34.5 kg.
26.3.2Coloured combicloset (Bangladeshi), size (mm) 700 x 410 x 795. wt.: 34.5 kg.
26.3.3Special coloured combicloset (Bangladeshi), size (mm) 700 x 410 x 795. wt.: 34.5 kg.
26.4Supplying, fitting & fixing (Bangladeshi) "P" or "S" combicloset in/c flushing equipment:
26.4.1White combicloset (Bangladeshi), size (mm) 700 x 410 x 795. wt.: 34.5 kg.
26.4.2Coloured combicloset (Bangladeshi), size (mm) 700 x 410 x 795. wt.: 34.5 kg.
26.4.3Special coloured combicloset (Bangladeshi), size (mm) 700 x 410 x 795. wt.: 34.5 kg.
26.5Supplying, fitting-fixing (Bangladeshi) long pan of following type:
26.5.1White long pan (Bangladeshi), size (mm) 570 x 445 x 290. wt. 12 kg.
26.5.2Coloured long pan (Bangladeshi), size (mm) 570 x 445 x 290. wt. 12 kg.
26.5.3Special coloured long pan (Bangladeshi), size (mm) 570 x 445 x 290. wt. 12 kg.
26.6.1White long pan (Bangladeshi), size (mm) 560 x 290 x 270. wt. 7.1 kg.
26.6.2Coloured long pan (Bangladeshi), size(mm) 560 x 290 x 270. wt. 7.1 kg.
26.6.3Special coloured long pan (Bangladeshi), size (mm) 560 x 290 x 270. wt. 7.1 kg.
26.7Supplying, fitting and fixing plastic low-down
26.8Supplying, fitting-fixing foot-rest (Bangladeshi): white or coloured, size (mm) 260 x 227 x 25.
26.9Supplying, fitting-fixing of w-basing of following types and sizes:
26.9.1White w-basin (Bangladeshi), size (mm) 580 x 445 x 235. wt.: 14 kg.
26.9.2Coloured w-basin (Bangladeshi), size (mm) 580 x 445 x 235. wt.: 14 kg.
26.9.3Special coloured w-basin, (Bangladeshi) 204 size (mm) 580 x 445 x 235. wt.: 14 kg.
26.10.1White w-basin, (Bangladeshi), size (mm) 570 x 420 x 190. wt.: 10.4 kg.
26.10.2Coloured w-basin (Bangladeshi), size (mm) 570 x 420 x 190. wt.: 10.4 kg.
26.10.3Special coloured w-basin (Bangladeshi), size (mm) 570 x 420 x 190. wt.: 10.4 kg.
26.11.1White w-basin (Bangladeshi), size (mm) 500 x 440 x 210. wt.: 7.6 kg.
26.11.2Coloured w-basin (Bangladeshi), size (mm) 500 x 440 x 210. wt.: 7.6 kg.
26.11.3Special Coloured w-basin (Bangladeshi), size (mm) 500 x 440 x 210. wt.: 7.6 kg.
26.12Supplying, fitting-fixing Bangladeshi standard quality Pedestal of following type:
26.12.1White Pedestal (Bangladeshi), size (mm) 652 x 200 x 205. wt. 5.6 kg.
26.12.2Coloured pedestal (Bangladeshi), size(mm) 652 x 200 x 205. wt. 5.6 kg.
26.12.3Special coloured pedestal (Bangladeshi), size(mm) 652 x 200 x 205. wt. 5.6 kg.
26.13Supplying, fitting-fixing Bangladeshi standard quality wall-hung Urinal of following type:
26.13.1White bowl urinal (Bangladeshi), size(mm) 490 x 385 x 290. wt. 8.0 kg.
26.13.2Coloured bowl urinal (Bangladeshi), size(mm) 490 x 385 x 290. wt. 8.0 kg.
26.13.3Special coloured bowl urinal (Bangladeshi), size(mm) 490 x 385 x 290. wt. 8.0 kg.
26.14.1White flat/squatting urinal (Bangladeshi), size (mm) 610 x 375 x 85 wt. 14 kg.
26.14.2Coloured flat/squatting urinal (Bangladeshi), size (mm) 610 x 375 x 85 wt. 14 kg.
26.14.3Special coloured flat/squatting urinal (Bangladeshi), size (mm) 610 x 375 x 85 wt. 14 kg.
26.15Supplying, fitting-fixing Bangladeshi standard quality sink of following type:
26.15.1White porcelain sink (Bangladeshi), size (mm) 625 x 490 x 224. wt. 19.5 kg.
26.15.2Coloured porcelain sink (Bangladeshi), size (mm) 625 x 490 x 224. wt. 19.5 kg.
26.16Stainless steel single bowl sink (Singapore/M'Asia), size(mm) 450 x 1050
26.17Stainless steel double bowl sink (Singapore/M'Asia)
26.18Best quality unframed mirror, size (mm) 450 x 600 x 5.
26.19Best quality unframed mirror, size (mm) 450 x 350 x 4.
26.20Super quality coloured glass shelf of size (mm) 600 x 125 x 5 mm thick
26.21Medium quality white glass shelf of size (mm) 600 x 125 x 5 mm thick
26.22Super quality CP towel rail of size (mm) 600 x 20 mm dia.
26.23Medium quality CP towel rail of size (mm) 600 x 20 mm dia.
26.24White porcelain toilet paper holder (Bangladeshi), size (mm) 150 x 150 x 128.or equivalent
26.25.1Special coloure porcelain toilet paper holder (Bangladeshi), size (mm) 150 x 150 x 128.
26.25.2Stainless steel toilet paper holder
26.25.3CP iron toilet paper holder with plastic holder rod
26.26.1CP soap tray
26.26.2Porcelain soap tray: white
26.26.3Porcelain soap tray: colored
26.26.4Stainless steel soap tray
26.27125 mm dia stainless steel floor-grating
26.2862 mm dia stainless steel floor-grating
26.29150 x 150 mm size plastic-grating with hinged cover
26.30Supplying fitting and fixing of 100mm dia cast iron rain water down pipe
26.31Supplying, fitting fixing of 100mm dia u-PVC rain water down pipe.
26.3250 mm dia HCI, single hub pipe
26.33100 mm dia HCI, single hub pipe
26.34150 mm diaHCI, single hub pipe
26.3550 mm dia uPVC pipe
26.36100 mm dia uPVC pipe
26.37150 mm dia uPVC Pipe
26.38Supplying, fitting & fixing installation and testing of Water-Supply pipe of following sizes:
26.38.112 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.220 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.325 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.432 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.540 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.650 mm dia G.I. pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.762 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.875 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.38.9100 mm dia G.I pipe: connection including nipple, elbow, reducers, plug, Tee etc. complete.
26.39uPVC pressure pipe for water supply
26.39.112 mm dia uPVC pipe for plumbing purpose
26.39.219 mm dia uPVC pipe for plumbing purpose
26.39.325 mm dia uPVC pipe for plumbing purpose
26.39.432 mm dia uPVC pipe for plumbing purpose
26.39.537 mm dia uPVC pipe for plumbing purpose
26.39.660 mm dia uPVC pipe for plumbing purpose
26.39.775 mm dia uPVC pipe for plumbing purpose
26.39.888 mm dia uPVC pipe for plumbing purpose
26.39.9114 mm dia uPVC pipe for plumbing purpose
26.40CPVC pressure pipe for water supply
26.40.112 mm dia CPVC pipe for plumbing purpose
26.40.219 mm dia CPVC pipe for plumbing purpose
26.40.325 mm dia CPVC pipe for plumbing purpose
26.40.432 mm dia CPVC pipe for plumbing purpose
26.40.537 mm dia CPVC pipe for plumbing purpose
26.40.650 mm dia CPVC pipe for plumbing purpose
26.41ABS pressure pipe for water supply
26.41.112 mm dia ABS pipe for plumbing purpose
26.41.219 mm dia ABS pipe for plumbing purpose
26.41.325 mm dia ABS pipe for plumbing purpose
26.41.432 mm dia ABS pipe for plumbing purpose
26.41.537 mm dia ABS pipe for plumbing purpose
26.41.650 mm dia ABS pipe for plumbing purpose
26.42.1100 mm dia HCI pipe
26.42.2150 mm dia HCI pipe
26.43.1100 mm dia uPVC pipe
26.43.2150 mm dia uPVC pipe
26.44.1150 mm dia RCC pipe made of stone chips, thickness 40 mm
26.44.2225 mm dia RCC pipe made of stone chips, thickness 40 mm
26.44.3300 mm dia RCC pipe made of stone chips, thickness 50 mm
26.44.4375 mm dia RCC pipe made of stone chips, thickness 50 mm
26.45110 mm dia uPVC 8 bar waste pipe
26.46.1150 mm dia uPVC pipe for underground laying
26.46.2200 mm dia uPVC for underground laying
26.46.3250 mm dia uPVC for underground laying
26.46.4uPVC waste pipe 280 mm dia wall thickness 6.9 mm - 8.6 mm for underground laying.
26.46.5uPVC waste pipe 315 mm dia wall thickness 7.7 mm - 9.7 mm for underground laying
26.47Supplying, fitting-fixing of G.I. Union of following sizes:
26.47.112 mm dia G.I. Union
26.47.220 mm dia G.I. Union
26.47.325 mm dia G.I. Union
26.47.432 mm dia G.I. Union
26.47.540 mm dia G.I. Union
26.47.650 mm dia G.I. Union
26.47.762 mm dia G.I. Union
26.47.875 mm dia G.I. Union
26.47.9100 mm dia G.I. Union
26.48Supplying, fitting-fixing of G.I. Valves of following types:
26.48.112 mm dia Gate Valve
26.48.220 mm dia Gate Valve
26.48.325 mm dia Gate Valve
26.48.432 mm dia Gate Valve
26.48.540 mm dia Gate Valve
26.48.650 mm dia Gate Valve
26.48.762 mm dia Gate Valve
26.48.875 mm dia Gate Valve
26.48.9100 mm dia Gate Valve
26.49Globe valve
26.49.112 mm dia Glove Valve
26.49.220 mm dia Glove Valve
26.49.325 mm dia Glove Valve
26.49.432 mm dia Glove Valve
26.49.540 mm dia Glove Valve
26.49.650 mm dia Glove Valve
26.49.762 mm dia Glove Valve
26.49.875 mm dia Glove Valve
26.49.9100 mm dia Glove Valve
26.50Check Valve
26.50.112 mm dia Check Valve
26.50.220 mm dia Check Valve
26.50.325 mm dia Check Valve
26.50.432 mm dia Check Valve
26.50.540 mm dia Check Valve
26.50.650 mm dia Check Valve
26.50.762 mm dia Check Valve
26.50.875 mm dia Check Valve
26.50.9100 mm dia Check Valve
26.51Float Valve
26.51.112 mm dia Float Valve
26.51.220 mm dia Float Valve
26.51.325 mm dia Float Valve
26.51.432 mm dia Float Valve
26.51.540 mm dia Float Valve
26.52Supplying, fitting fixing drainage pipe fittings of following type:
26.52.1100 mm dia HCI trap
26.52.2100 x 100 or 100 x 50 mm dia HCI Y or T-Y cleanout
26.52.3150 x 150 or 150 x 100 mm dia HCI Y or T-Y cleanout
26.52.450 mm dia HCI trap
26.53.150 mm dia plastic Y or T-Y cleanout
26.53.2100 mm dia plastic "P" or "S" trap
26.53.3100 mm dia plastic "Y" or "T-Y" cleanout
26.53.450 mm dia plastic "P" or "S" trap
26.54.Supplying, fitting fixing Faucets of following type:
26.54.112 mm CP bib cock
26.54.212 mm special quality CP bib cock
26.54.312 mm plastic bib cock with internal thread
26.55.112 mm CP medium quality pillar cock
26.55.212 mm CP special heavy duty pillar cock
26.56.112 mm CP concealed fixed sink cock
26.56.212 mm CP concealed moving sink cock
26.57.1CP basin mixture
26.57.2CP single handle basin mixture
26.58CP shower mixture in/c shower head only
26.59CP shower mixture in/c shower head and faucet
26.60CP bath-tub mixture with shower head only
26.61CP self closing pillar cock
26.62Supply and fitting-fixing stop cocks of following types:
26.62.112 mm stop cock (brass) for surface mount (ordinary type)
26.62.212 mm surface mount medium quality CP stop cock
26.62.312 mm CP surface mount special quality stop cock
26.62.4Stop cock concealed (general)
26.62.5Stop cock concealed (medium)
26.62.6Stop cock concealed (heavy)
26.63.112 mm CP surface mounted angle stop cock
26.63.212 mm CP medium quality surface & heavy type fancy angle stop cock
26.63.312 mm surface special heavy type angle stop cock
26.63.412 mm CP concealed mount angle stop cock
26.63.5Medium concealed angle stop cock
26.63.6Special concealed heavy type angle stop cock
26.64Groove cutting in brick work, RCC floor etc. and cement mortaring after laying pipe
26.64.1Groove size: 40 x 40 mm (for laying 12 to 20 mm dia pipe)
26.64.2Groove size: 75 x 75 mm (for laying 25 to 40 mm dia pipe)
26.65Supply and fitting-fixing cleanging shower for ablution including holder of following types:
26.65.1Fixed type 100 mm CP shower rose
26.65.2Moving type 100 mm CP shower rose
26.66Supply and fitting-fixing hand/push shower for ablution including holder
26.66.1C.P. moving hand shower
26.66.2C.P. moving push shower
26.67Supply and fitting and installation of Food-grade plastic over-head water-tank of following types:
26.67.11000 liter capacity food-grade plastic over-head water-tank
26.67.21500 liter capacity food-grade plastic over-head water-tank
26.67.32000 liter capacity food-grade plastic over-head water-tank
26.68.1Food-grade plastic internal mini water tank for the use in kitchen, bathroom & toilet for emergency storage and supply of water: 300 liter capacity
26.68.2Food-grade plastic internal mini water tank for the use in kitchen, bathroom & toilet for emergency storage and supply of water: 300 liter capacity
26.68.3Food-grade plastic internal mini water tank for the use in kitchen, bathroom & toilet for emergency storage and supply of water: 500 liter capacity
26.69.1Food-grade foreign made stainless steel water tank: 500 liter capacity
26.69.2Food-grade foreign made stainless steel water tank: 1000 liter capacity
26.69.3Food-grade foreign made stainless steel water tank: 2000 liter capacity
26.69.4Food-grade foreign made stainless steel water tank: 4000 liter capacity
26.69.5Food-grade foreign made stainless steel water tank: 6000 liter capacity
26.70Food-grade ferro-cement water tank: 400 Gallon capacity
26.7112 mm dia 450 mm long plastic connection pipe
26.7212 mm dia 600 mm long plastic connection pipe
26.7312 mm dia 450 mm long metal cover connection pipe
26.7412 mm dia 600 mm long metal cover connection pipe
26.75Construction of Inspection pit of following dimension:
26.75.1Inspection 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
26.75.2Inspection pit of internal size: 525 x 525 mm & depth 675 to 825 mm (av. 750 mm)
26.75.3Inspection 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
26.75.4Master-pit of Size: 600 x 500 mm & average depth 750 mm for Septic tank.
26.76Construction and placing RCC pit covers on pit of following sizes:
26.76.1900 x 900 x 75 mm size pit cover
26.76.21025 x 1025 x 75 mm size pit cover
26.76.31100 x 1100 x 75 mm size pit cover
26.77.11100 x 1100 x 75 mm size pit cover with 18" dia C.I. man-hole cover.
26.77.21050 x 1050 x 75 mm size pit cover with 18" dia C.I. man-hole cover.
26.77.31100 x 1100 x 75 mm size pit cover with 18" dia C.I. man-hole cover.
26.78.1450 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:
26.78.2520 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
26.78.3600 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
26.79Construction of septic tank of following sizes:
26.79.1Septic tank of 200 users excluding master-pit
26.79.2Septic tank of 100 users excluding master-pit
26.79.3Septic tank of 50 users excluding master-pit
26.79.4Septic tank of 30 users excluding master-pit
26.79.5Septic tank of 20 users excluding master-pit
26.79.6Septic tank of 10 users excluding master-pit
26.80Construction of Soak-well of following sizes (large and medium):
26.80.1Soak-well for 200 users
26.80.2Soak-well for 100 users
26.80.3Soak-well for 50 users
26.81Construction of soak well of following sizes (small size)
26.81.1Soak-well for 20 to 30 users
26.81.2Soak-well for 10 users
26.82Supply and installation of Reverse Osmosis Water Purifier (Japan/ Korea/ Taiwan) for drinking purpose:
26.82.1Water purification volume: 50 gallon per day
26.82.2Water purification volume: 75 gallon per day (Without meter)
26.82.3Water purification volume: 75 gallon per day (With meter)
26.82.4Water purification volume: 100 gallon per day
26.8350 Liter Capacity Water Dispenser
26.84Punching / cutting hole in RCC floor for sanitary works
27.1Transportation of materials, equipment, tools and plant and mobilization of boring rig to work site for sinking 38 mm dia test and observation well
27.2Boring by using 100 mm dia cutter
27.2.1Boring 0 meter to 50 meter
27.2.2Boring 50 m to 100 m
27.2.3Boring 100 m to 152 m
27.2.4Boring 152 m to 200 m
27.2.5Boring 200 m to 250 m
27.2.6Beyond 250 m
27.3.1Supplying and installation of Hand pump No. 6 in/c all necessary accessories etc. complete.
27.3.2Supplying and lowering of 38 mm dia G. I. tube well pipe
27.3.3Supplying and lowering of 38 mm dia uPVC tube well pipe
27.3.4Supplying and lowering of 38 mm dia uPVC strainer
27.3.5Supplying and installation of 38 mm dia uPVC socketed adopter
27.3.6Supplying and istallation of best quality 38 mm dia uPVC cap.
27.3.7Supplying, fitting fixing obsevation well inside the housing pipe of the deep tube well: 30m depth
27.3.8Supplying, fitting fixing tube-well log describing technical information of the tube-well as per instruction and direction of the engineer in charge.
27.3.9Filling the top 0.6 meter of the bore hole around the top pipe with a sanitary seal of concrete of proportion (1:2:4):
27.4Complete development of the tube well to obtain sand and turbidity free water at a satisfactory yield
27.4.1Wells up to 200 m depth
27.4.1.1For 1 test tube-wells
27.4.1.2For 2 test tube-wells
27.4.1.3For 3 test tube-wells
27.4.2Wells beyond 200 m depth:
27.4.2.1For 1 test tube-wells
27.4.2.2For 2 test tube-wells
27.4.2.3For 3 test tube-wells
27.5Furnishing 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.
27.5.1Considering 1 test bore
27.5.2Considering 2 test bore
27.5.3Considering 3 test bore
27.6Disinfection of the well by using minimum 3 kg of bleaching powder
27.7Preparation, packing, transportation of complete boring equipments, installation of drilling rig with accessories and other necessary arrangements for installation of one complete tube well
27.7.1Mobilization of complete set of boring rig etc. for sinking up to 100 meter depth
27.7.2Mobilization of complete set of boring rig etc. for sinking up to 200 meter depth:
27.7.3Mobilization of complete set of boring rig etc. for sinking up to 200 meter depth:
27.8Preparation and making gravel pack around the tube well fixtures (Shrouding the annular space between the tube-well fixtures with pea-gravels)
27.9Making 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.
27.10325 mm dia boring
27.10.1Boring 0 m to 50 m
27.10.2Boring 50 m to 100 m
27.10.3Boring 100 m to 152 m
27.10.4Boring 152 m to 200 m
27.10.5Boring 200 m to 250 m
27.10.6Boring beyond 250 m
27.11.1Supplying 50 mm dia uPVC cap
27.11.2Supplying 50 mm dia uPVC tube well pipe and blank pipe
27.11.3Supplying 50 mm dia uPVC Strainer
27.11.4Supplying 125 mm x 50 mm uPVC reducer
27.11.5Supplying 125 mm dia uPVC housing pipe
27.11.6Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.12Complete installation of tubewell (fixture)
27.13Completed 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.
27.13.1Development of tube well for depth up to 200 m.
27.13.2Development of tube well for the depth beyond 200 m:
27.14Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.15Disinfection of the tube well
27.16Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.17Protective 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.
27.18350 mm dia boring
27.18.1Boring 0 m to 50 meter
27.18.2Boring 50 m to 100 m
27.18.3Boring 100 m to 152 m
27.18.4Boring 152 m to 200 m
27.18.5Boring 200 m to 250 m
27.18.6Boring beyond 250 m
27.19.1Supplying 75 mm dia uPVC cap
27.19.2Supplying 75 mm dia uPVC tube well pipe and blank pipe
27.19.3Supplying 75 mm dia uPVC strainer
27.19.4Supplying 175 mm x 75 mm uPVC reducer
27.19.5Supplying 150 mm dia uPVC housing pipe
27.19.6Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.20Complete installation of tubewell (Fixture)
27.21Completed 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.
27.21.1Development of tube well for depth up to 200 m.
27.21.2Development of tube well for the depth beyond 200 m:
27.22Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.23Disinfection of the tube well
27.24Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.25Protective 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.
27.26400 mm dia boring
27.26.1Boring 0 m to 50 m
27.26.2Boring 50 m to 100 m
27.26.3Boring 100 m to 152 m
27.26.4Boring 152 m to 200 m
27.26.5Boring 200 m to 250 m
27.26.6Boring beyond 250 m
27.27.1Supplying 100 mm dia uPVC cap
27.27.2Supplying 100 mm dia uPVC tube well pipe and blank pipe
27.27.3Supplying 100 mm dia uPVC strainer
27.27.4Supplying 200 mm x 100 mm uPVC reducer
27.27.5Supplying 200 mm dia uPVC housing pipe
27.27.6Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.28Complete installation of tubewell (Fixture)
27.29Completed 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.
27.29.1Development of tube well for depth up to 200 m.
27.29.2Development of tube well for the depth beyond 200 m:
27.30Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.31Disinfection of the tube well
27.32Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.33Protective 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.
27.34600 mm dia boring
27.34.1Considering 0 m to 50 meter
27.34.2Considering 50 m to 100 m
27.34.3Considering 100 m to 152 m
27.34.4Considering 152 m to 200 m
27.34.5Considering 200 m to 250 m
27.34.6Beyond 250 m
27.35.1Supplying 150 mm dia uPVC cap
27.35.2Supplying 150 mm dia uPVC tube well pipe and blank pipe
27.35.3Supplying 150 mm dia uPVC strainer
27.35.4Supplying 200 mm x 150 mm uPVC reducer
27.35.5Supplying 200 mm dia uPVC housing pipe
27.35.6Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.36Complete installation of 150 mm dia uPVC tube well (fixture)
27.37Completed 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.
27.37.1Development of tube well for depth up to 200 m.
27.37.2Development of tube well for the depth beyond 200 m:
27.38Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.39Disinfection of the tube well
27.40Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.41Protective 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.
27.42600 mm dia boring
27.42.1Boring 0 m to 50 meter
27.42.2Boring 50 m to 100 m
27.42.3Boring 100 m to 152 m
27.42.4Boring 152 m to 200 m
27.42.5Boring 200 m to 250 m
27.42.6Boring beyond 250 m
27.43.1Supplying 150 mm dia M.S. cap
27.43.2Supplying 150 mm dia 4.85 mm thick tube well pipe and blank G.I. pipe
27.43.3.1Supplying 150 mm dia stainless steel strainer of continuous slot (bridge type or equivalent) having 28.84 kg per meter.
27.43.3.2Supplying 150 mm dia 2.5 mm thick stainless steel bridge type strainer
27.43.4Supplying 150 mm x 300 mm dia 6 mm thick M.S. reducer.
27.43.5Supplying 300 mm dia 6 mm thick M.S. housing pipe (Welded)
27.43.6Supplying 300 mm dia 6 mm thick M.S. housing pipe (Seamless)
27.43.7Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.43.8Supplying 350 mm dia M.S. cap of 6 mm thick.
27.44Complete installation of tube well fixtures
27.45Completed 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.
27.45.1Development of tube well for depth up to 200 m.
27.45.2Development of tube well for the depth beyond 200 m:
27.46Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.47Disinfection of the tube well
27.48Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.49800 mm dia boring
27.49.1Boring 0 m to 50 m
27.49.2Boring 50 m to 100 m
27.49.3Boring 100 m to 152 m
27.49.4Boring 152 m to 200 m
27.49.5Boring 200 m to 250 m
27.49.6Boring beyond 250 m
27.50.1Supplying 200 mm dia M.S. cap
27.50.2Supplying 200 mm dia 6 mm thick tube well pipe and blank G.I. pipe
27.50.3.1Supplying 200 mm dia stainless steel strainer of continuous slot having 28.84 kg per meter.
27.50.3.2Supplying 200 mm dia 2.5 mm thick stainless steel bridge type strainer
27.50.4Supplying 200 mm x 400 mm dia 6 mm thick M.S. reducer.
27.50.5Supplying 400 mm dia 6 mm thick M.S. housing pipe (Welded)
27.50.6Supplying 400 mm dia 6 mm thick M.S. housing pipe (Seamless)
27.50.7Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.50.8Supplying 450 mm dia M.S. cap of 6 mm thick.
27.51Complete installation of tube well fixtures
27.52Completed 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.
27.52.1Development of tube well for depth up to 200 m.
27.52.2Development of tube well for the depth beyond 200 m:
27.53Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.54Disinfection of the tube well
27.55Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.56325 mm dia boring
27.56.1Boring 0 m to 50 m
27.56.2Boring 50 m to 100 m
27.56.3Boring 100 m to 152 m
27.56.4Boring 152 m to 200 m
27.56.5Boring 200 m to 250 m
27.56.6Boring beyond 250 m
27.57.1Supplying 150 mm dia M.S. cap
27.57.2Supplying 50 mm dia 4.85 mm thick tube well pipe and blank G.I. pipe
27.57.3.1Supplying 50 mm dia stainless steel strainer of continuous slot (bridge type or equivalent) having 28.84 kg per meter.
27.57.3.2Supplying 50 mm dia 2.5 mm thick stainless steel bridge type strainer
27.57.4Supplying 50 mm x 150 mm dia 6 mm thick M.S. reducer.
27.57.5Supplying 150 mm dia 6 mm thick M.S. housing pipe (Welded)
27.57.6Supplying 150 mm dia 6 mm thick M.S. housing pipe (Seamless)
27.57.7Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.57.8Supplying 150 mm dia M.S. cap of 6 mm thick.
27.58Complete installation of tube well fixtures
27.59Completed 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.
27.59.1Development of tube well for depth up to 200 m.
27.59.2Development of tube well for the depth beyond 200 m:
27.60Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.61Disinfection of the tube well
27.62Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.63350 mm dia boring
27.63.1Considering 0 m to 50 m
27.63.2Considering 50 m to 100 m
27.63.3Considering 100 m to 152 m
27.63.4Considering 152 m to 200 m
27.63.5Considering 200 m to 250 m
27.63.6Beyond 250 m
27.64.1Supplying 150 mm dia M.S. cap
27.64.2Supplying 75 mm dia 4.85 mm thick tube well pipe and blank G.I. pipe
27.64.3.1Supplying 75 mm dia stainless steel strainer of continuous slot having 28.84 kg per meter.
27.64.3.2Supplying 75 mm dia 2.5 mm thick stainless steel bridge type strainer
27.64.4Supplying 75 mm x 150 mm dia 6 mm thick M.S. reducer.
27.64.5Supplying 150 mm dia 6 mm thick M.S. housing pipe (Welded)
27.64.6Supplying 150 mm dia 6 mm thick M.S. housing pipe (Seamless)
27.64.7Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.64.8Supplying 150 mm dia M.S. cap of 6 mm thick.
27.65Complete installation of tube well fixtures
27.66Completed 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.
27.66.1Development of tube well for depth up to 200 m.
27.66.2Development of tube well for the depth beyond 200 m:
27.67Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.68Disinfection of the tube well
27.69Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.70400 mm dia boring
27.70.1Boring 0 m to 50 m
27.70.2Boring 50 m to 100 m
27.70.3Boring 100 m to 152 m
27.70.4Boring 152 m to 200 m
27.70.5Boring 200 m to 250 m
27.70.6Boring beyond 250 m
27.71.1Supplying 150 mm dia M.S. cap
27.71.2Supplying 100 mm dia 6 mm thick tube well pipe and blank G.I. pipe
27.71.3.1Supplying 100 mm dia stainless steel strainer of continuous slot having 28.84 kg per meter.
27.71.3.2Supplying 100 mm dia 2.5 mm thick stainless steel bridge type strainer
27.71.4Supplying 100 mm x 200 mm dia 6 mm thick M.S. reducer.
27.71.5Supplying 200 mm dia 6 mm thick M.S. housing pipe (Welded)
27.71.6Supplying 200 mm dia 6 mm thick M.S. housing pipe (Seamless)
27.71.7Supplying centralizer made with 12 mm dia M.S. rod of approved design
27.71.8Supplying 200 mm dia M.S. cap of 6 mm thick.
27.72Complete installation of tube well fixtures
27.73Completed 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.
27.73.1Development of tube well for depth up to 200 m.
27.73.2Development of tube well for the depth beyond 200 m:
27.74Long term pumping test of the well by required capacity pump including drawdown and recovery test etc. complete
27.75Disinfection of the tube well
27.76Filling the bore hole around the well from top to the shrouding to G.L. as per specification
27.77Supplying, fitting & fixing 40 mm dia "D" uPVC pipe having wall thickness 2.5 mm to 3.00 mm including sinking
27.77.1Up to 60 m depth
27.77.2Beyond 60 m depth
27.78Supplying and sinking Five Star / equivalent brand uPVC strainer 3 m long
27.79Supplying, fitting and fixing No. 6 Pump with 2'-0" long G.I. pipe
27.80Construction of 1.40 m x 1.00 m size platform and 1 m long drain
27.81.1Supplying 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.
27.81.2Supplying 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
27.81.3Supplying and sinking 3 m long uPVC strainer
27.82Supplying, fitting and fixing of deep set (Hand) tube well pump with all necessary fittings.
28.1.1Installation 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.
28.1.2Installation 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.
28.1.3Installation 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.
28.1.4Installation 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.
28.2Sand filling the trench with sand of F.M. 0.8
28.3.1Providing Butt welding joint to M.S. pipe: 75 mm ND (88.90 mm O.D.)
28.3.2Providing Butt welding joint to M.S. pipe: 50 mm ND (60.30 mm O.D.)
28.3.3Providing Butt welding joint to M.S. pipe: 25 mm ND (33.40 mm O.D.)
28.3.4Providing Butt welding joint to M.S. pipe: 20 mm ND (26.70 mm O.D.)
28.4.1Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 50 x 50 x 50 mm N.D. Tee CD 40
28.4.2Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 50 x 50 x 25 mm N.D. Tee CD 40
28.4.3Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 25 x 25 x 25 mm N.D. Tee CD 40
28.4.4Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 50 mm x 90o mm Elbow
28.4.5Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 25 mm x 90o mm Elbow
28.4.6Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 50 mm x 45o mm Elbow
28.4.7Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 50 x 25 mm Reducer CD 40
28.4.8Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 20 mm Plug/Socket
28.4.9Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 50 x 20 mm Saddle
28.4.10Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 50 mm dia End Cap CD 40
28.4.11Supplying different sizes Tee, Elbow, Reducer, Plug, Socket: 25 mm dia End Cap CD 40
28.5.1Supplying different sizes Valve Tee, Service Tee: 50 x 50 x 50mm N.D. Tee for 2" and above 2" low pressure line
28.5.2Supplying different sizes Valve Tee, Service Tee: 50 x 50 x 25 mm N.D.Tee CD 40
28.5.3Supplying different sizes Valve Tee, Service Tee: 25 x 25 x 25 mm Service Tee CD 40
28.5.4Supplying different sizes Valve Tee, Service Tee: 50 x 25 mm Service Tee CD 40
28.6Supplying & fitting-fixing in position different dia I/F all complete in all respect as per specification of TitasGas T & D Co. Ltd.
28.7Construction 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)
28.8Testing and purging pipe line
28.9.1Supplying & fitting-fixing 50 mm N.D. ball valve class 150 RF 2" dia.
28.9.2Supplying & fitting-fixing 25 mm N.D. ball valve Ball class 150 R.F. 1" dia.
28.10Cutting and permanent re-installment of pucca road (rigid & flexible)
28.10.1Bitumenous road:
28.10.2R.C.C. Road
28.11.1Installation of commercial and domestic house line
28.11.2Installation of commercial and domestic house line
28.12.1Supplying and fitting-fixing one way gas stop cock: 12 x 6 mm dia one way gas stop cock
28.12.2Supplying and fitting-fixing one way gas stop cock: 20 x 20 mm dia one way gas stop cock
28.13Testing and purging the house line properly as per specification of the Titas Gas T&D Co. Ltd.
29.1Spraying Anti-termite chemical mixed water on the sides & bottom of foundation trench and over plinth filling: DURS BAN 20EC
29.2Extra cost for using anti-termite chemicals in brick-works (6:1) in foundation: DURS BAN 20EC
29.3Extra cost for anti-termite treatment of the back-fill in foundation trenches both outside and inside. DURS BAN 20EC
29.4Termite 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.
29.5Trench 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.
29.6Fumigation treatment against mosquitoes, flies, spiders, silverfish, cockroaches, lizards and other harmful pests inside the buildings etc.
29.7Anti-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).
29.8Anti-termite treatment of electric and telephone system by inserting a plugging material (cotton. foam etc.) with anti-termite chemical DURSBAN 20EC etc.
29.9Destruction of termite nests
30.170 mm thick non-load bearing partition wall with concrete hollow block:cement:lime:sand (1:1:6)
30.1.1Ground floor
30.1.2Add for each addl. floor up to 5th floor
30.1.3Add for each addl floor for 6th floor to 9th floor
30.1.4Add for each addl floor for 10th floor and above
30.270 mm thick non-load bearing partition wall with concrete hollow block: cement : sand (1 : 6) with mortar mix.
30.2.1Ground floor
30.2.2Add for each addl. floor up to 5th floor
30.2.3Add for each addl floor for 6th floor to 9th floor
30.2.4Add for each addl floor for 10th floor and above
30.390 mm thick non-load bearing partition wall with concrete hollow block:cement:lime:sand (1:1:6)
30.3.1Ground floor
30.3.2Add for each addl. floor up to 5th floor
30.3.3Add for each addl floor for 6th floor to 9th floor
30.3.4Add for each addl floor for 10th floor and above
30.490 mm thick non-load bearing partition wall with concrete hollow block:cement:sand (1:6) with mortar mix.
30.4.1Ground floor
30.4.2Add for each addl. floor up to 5th floor
30.4.3Add for each addl floor for 6th floor to 9th floor
30.4.4Add for each addl floor for 10th floor and above
30.5140 mm thick non-load bearing external wall with concrete hollow block:cement:lime:sand (1:1:6)
30.5.1Ground floor
30.5.2Add for each addl. floor up to 5th floor
30.5.3Add for each addl floor for 6th floor to 9th floor
30.5.4Add for each addl floor for 10th floor and above
30.6140 mm thick non-load bearing external wall with concrete hollow block:cement:sand (1:6) with mortar mix.
30.6.1Ground floor
30.6.2Add for each addl. floor up to 5th floor
30.6.3Add for each addl floor for 6th floor to 9th floor
30.6.4Add for each addl floor for 10th floor and above
30.7140 mm thick load bearing wall with concrete hollow block:cement:lime:sand (1:1:6)
30.7.1Ground floor
30.7.2Add for each addl. floor up to 5th floor
30.7.3Add for each addl floor for 6th floor to 9th floor
30.7.4Add for each addl floor for 10th floor and above
30.8140 mm thick load bearing wall with concrete hollow block:cement:sand (1:6) with mortar mix.
30.8.1Ground floor
30.8.2Add for each addl. floor up to 5th floor
30.8.3Add for each addl floor for 6th floor to 9th floor
30.8.4Add for each addl floor for 10th floor and above
30.9190 mm thick load bearing wall with concrete hollow block:cement:lime:sand (1:1:6)
30.9.1Ground floor
30.9.2Add for each addl. floor up to 5th floor
30.9.3Add for each addl floor for 6th floor to 9th floor
30.9.4Add for each addl floor for 10th floor and above
30.10190 mm thick load bearing wall with concrete hollow block:cement:sand (1:6) with mortar mix.
30.10.1Ground floor
30.10.2Add for each addl. floor up to 5th floor
30.10.3Add for each addl floor for 6th floor to 9th floor
30.10.4Add for each addl floor for 10th floor and above
30.11Supplying, carrying and placing of 150 mm concrete ceiling block on perfectly leveled shutter as per direction of the engineer-in-charge.
30.11.1Ground floor
30.11.2Add for each addl. floor up to 5th floor
30.11.3Add for each addl floor for 6th floor to 9th floor
30.11.4Add for each addl floor for 10th floor and above
30.12Supplying, carrying and placing of 200 mm concrete ceiling block on perfectly leveled shutter as per direction of the engineer-in-charge.
30.12.1Ground floor
30.12.2Add for each addl. floor up to 5th floor
30.12.3Add for each addl floor for 6th floor to 9th floor
30.12.4Add for each addl floor for 10th floor and above
30.13Minimum total 10 mm thick plaster (1:5) applied in two coats on outer surface of external wall with specified external plaster mix.
30.13.1Ground floor
30.13.2Add for each addl. floor up to 5th floor
30.13.3Add for each addl floor for 6th floor to 9th floor
30.13.4Add for each addl floor for 10th floor and above
30.14.1Supplying and placing 60 mm thick grey Uni-block for Walk Way on 50 mm stabilized sand base:compressive strength 15N/mm2
30.14.2Supplying and placing 60 mm colored Uni-block for Walk Way on 50 mm stabilized sand base:compressive strength 15N/mm2
30.15.1Supplying and placing 60 mm grey Uni-block for major walk-way, car porch on 50 mm stabilized sand base: compressive strength 49 N/mm2
30.15.2Supplying and placing 60 mm colored Uni-block for major walk way, car porch on 50 mm stabilized sand base: compressive strength 49N/mm2
30.16.1Supplying and placing 80 mm grey Uni-block for bus terminal, minor road, industrial yard on 50 mm stabilized sand base: compressive strength 49N/mm2
30.16.2Supplying and placing 80 mm colored Uni-block for bus terminal, minor road, industrial yard on 50 mm stabilized sand base: compressive strength 49N/mm2
30.17.1Supplying and placing grey Rectangular-block on 50 mm stabilized sand base: compressive strength 15N/mm2
30.17.2Supplying and placing colored Rec-block on 50 mm stabilized sand base: compressive strength 15N/mm2
30.18.1Suplying and placing grey engraved cement concrete tiles (250 x 250 mm) with cement mortar (1:4)
30.18.1.1Ground floor
30.18.1.2Add for each addl. floor up to 5th floor
30.18.1.3Add for each addl floor for 6th floor to 9th floor
30.18.1.4Add for each addl floor for 10th floor and above
30.18.2Suplying and placing colored engraved cement concrete tiles (250 x 250 mm) with cement mortar (1:4)
30.18.2.1Ground floor
30.18.2.2Add for each addl. floor up to 5th floor
30.18.2.3Add for each addl floor for 6th floor to 9th floor
30.18.2.4Add for each addl floor for 10th floor and above
30.19.1225 mm thick wall with concrete solid block (215 x 100 x 65) mm with cement mortar (1:6)
30.19.1.1Ground floor
30.19.1.2Add for each addl. floor up to 5th floor
30.19.1.3Add for each addl floor for 6th floor to 9th floor
30.19.1.4Add for each addl floor for 10th floor and above
30.19.2112 mm thick wall with concrete solid block (215 x 100 x 65) mm with cement mortar (1:6)
30.19.2.1Ground floor
30.19.2.2Add for each addl. floor up to 5th floor
30.19.2.3Add for each addl floor for 6th floor to 9th floor
30.19.2.4Add for each addl floor for 10th floor and above
30.20.1Providing 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
30.20.1.1Ground floor
30.20.1.2Add for each addl. floor up to 5th floor
30.20.1.3Add for each addl floor for 6th floor to 9th floor
30.20.1.4Add for each addl floor for 10th floor and above
30.20.2Providings 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
30.20.2.1Ground floor
30.20.2.2Add for each addl. floor up to 5th floor
30.20.2.3Add for each addl floor for 6th floor to 9th floor
30.20.2.4Add for each addl floor for 10th floor and above
30.20.3Providing 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
30.20.3.1Ground floor
30.20.3.2Add for each addl. floor up to 5th floor
30.20.3.3Add for each addl floor for 6th floor to 9th floor
30.20.3.4Add for each addl floor for 10th floor and above
30.20.4Providing 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
30.20.4.1Ground floor
30.20.4.2Add for each addl. floor up to 5th floor
30.20.4.3Add for each addl floor for 6th floor to 9th floor
30.20.4.4Add for each addl floor for 10th floor and above
30.20.5Providing 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
30.20.5.1Ground floor
30.20.5.2Add for each addl. floor up to 5th floor
30.20.5.3Add for each addl floor for 6th floor to 9th floor
30.20.5.4Add for each addl floor for 10th floor and above
30.20.6Providing 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
30.20.6.1Ground floor
30.20.6.2Add for each addl. floor up to 5th floor
30.20.6.3Add for each addl floor for 6th floor to 9th floor
30.20.6.4Add for each addl floor for 10th floor and above
30.21.1Providing 418 x 330 x 17 mm red/brown color roof tiles on truss
30.21.2Providing 418 x 330 x 17 mm Oriental red/Ruset gold/Mehagany color roof tiles on truss
30.21.3Providing 418 x 330 x 17 mm Antique red color roof tiles on truss
30.21.4Providing 418 x 330 x 17 mm green color roof tiles on truss
30.22Supplying, and placing of concrete kerb stone (K3)
31.1Mobilization 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)
31.2Field vist and inspection of sampling and samples by the Geo-tech. Expert / Engineer
31.3Installation of boring equipment at site:
31.3.1Dry ground condition to submerged field of water depth up to 750 mm
31.3.2For depth of water above 700 mm and up to 3000 mm
31.3.3For depth of water above 3000 mm (stragnant water)
31.4Drilling 100 mm dia bore-hole by wash boring method:
31.4.1Drilling 0 to 9 meter
31.4.2Drilling 9 meter to 18 meter
31.4.3Drilling 18 meter to 27 meter
31.4.4Drilling 27 meter to 36 meter
31.4.5Drilling 36 meter to 45 meter
31.5Execution 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
31.5.1SPT @ 1500 mm interval: For 0 to 9 meter
31.5.2SPT @ 1500 mm interval: For 9 meter to 18 meter
31.5.3SPT @ 1500 mm interval: For 18 meter to 27 meter
31.5.4SPT @ 1500 mm interval: For 27 meter to 36 meter
31.5.5SPT @ 1500 mm interval: For 36 meter to 45 meter
31.6Collection of undisturbed soil samples in 75 mm tube from cohesive layer in/c preservation, and transportation: (ASTM D-1587-83)
31.7Collection of disturbed soil samples in 75 mm tube from cohesive layer in/c preservation, and transportation. (ASTM D-1587-84)
31.8Plate 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
31.9Preparation, writing and submission of report on sub-soil investigation
31.10Specific gravity
31.11Grain size Analysis of soil by Sieve and Hydrometer analysis & Specific gravity test
31.12Classification of soil for engineering purposes
31.13Linear Shrinkage for cohesive soil
31.14Shrinkage limit for cohesive soil
31.15Atterberg limit test
31.15.1Liquit limit for cohesive soil
31.15.2 Plastic limit for cohesive soil
31.16Unit weight of soil
31.17Void ratio
31.18Natural moisture content
31.19Organic matter content
31.20Loss on ignition for cohesive soil
31.21Sand equivalent test
31.22Permeability for cohesive soil
31.23Permeability non-cohesive soil
31.24Consolidation test for cohesive soil
31.25Shear test
31.25.1Direct Shear Test
31.25.1.1Consolidated drain test
31.25.1.2Consolidated quick test
31.25.1.3 Unconsolidated quick test
31.25.2Triaxial Shear Test
31.25.2.1Consolidated 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
31.25.2.4Unconsolidated undrained triaxial test without pore pressure
31.25.3Field Vanshear test in cohesive soil (ASTM D-2573-72, 1978)
31.26Unconfined compression for cohesive soil
31.27Field density in/c field visit for non-cohesive soil
31.28Ground water table location
31.29One dimensional swelling / settlement potential of cohesive soil.
31.30Non-repetitive static plate load test of soil (ASTM D-1196-64, reapproved in 1977
31.31Compaction test
31.31.1Standard proctor
31.31.2Modified proctor