Rate Schedule 2014 (Type below to search column)

Item No Description Unit Unit Rate

01

GENERAL AND SITE FACILITIES

01.1

Erection and maintenance of site office and removal thesame after completion of work in accordance with the conditions of contract.In addition to the office required for his own use, the Contractor shall provide and maintain furnished field office for the use of the Engineer and his staff. The field office is to have a concrete floor, adequate foundation, brick walls, false ceiling of hard board with seasoned Garjan wood frame and painted, and all windows are to be glazed and provided with steel grill. Outside and inside wall surface are to be painted on plaster acceptable to the Engineer. The field office shall be maintained in a secure and watertight condition by the Contractor until the completion of the contract and shall be provided with electricity, running water and sewerage. All doors shall be fitted with approved locks and windows shall be provided with screen/blinds. Before construction the Contractor shall submit plans and drawings showing proposed details and location for the field office, including foundations, access roads, shades, layout of electrical and water supply and hard standings thereto for the approval of the engineer. The Engineer may require revision of the plans prior to giving approval for construction. The Contractor shall also submit details proposed furniture, fittings and other items of equipment and plant to the engineer for approval. These items shall be of the standard quality suitable for site. The office, complete with furnishings, fittings, access roads and hard standings shall be ready for occupation by the Engineer within 28 days of the date when the Contractor first occupies the site. The Contractor will provide day and night guards and a tea boy for the field office. At the end of the project all materials, equipment and plant, furniture, fittings recovered from dismantling the office and removing access road will be the property of the Contractor. No interim payment shall be certified unless Engineer’s office with required facilities are constructed and accepted by the Engineer.

(This is a time related item.  Proportionate payment for this item shall be made distributing in each bill on the basis of percentage progress of the whole works under contract)

   

01.1.1

Engineer’s site office of minimum 15 sqm plinth area with providing furniture, first aid-box, safety helmet, level / theodolite, consumables,  stationeries etc.

L.S.

125251.00

01.1.2

Engineer’s site office of minimum 38 sqm plinth area with providing security fencing, 5 Kva stand-bye generator, furniture, first aid-box, safety helmet, level / theodolite, consumables, stationeries etc.

L.S.

389014.00

01.1.3

Engineer’s site office of minimum 38 sqm plinth area with providing security fencing, 5 Kva stand-bye generator, IBM compatible PC with monitor, uninterruptible power supply (UPS), Laserjet printer (minimum 25 ppm), furniture, first aid-box, safety helmet, level/theodolite/EDM, consumables,  stationeries etc.

L.S.

502145.00

01.1.4

Engineer’s site office of minimum 38 sqm plinth area with providing security fencing, 5 Kva stand-bye generator, IBM compatible PC with monitor, uninterruptible power supply (UPS), Laserjet printer (minimum 25 ppm), photocopier, 6 cft. Freeze, furniture, first aid-box, safety helmet, level/theodolite/EDM, consumables, stationeries etc.

L.S.

534467.00

01.1.5

Engineer’s site office of minimum 10 sqm plinth area with providing furniture, first aid-box, safety helmet, consumables, stationeries etc for low value simple work of short duration (not more than six months).

L.S.

23916.00

01.1.6

Providing and maintenance window type 1800 BTU AC (Air-Cooler) for Engineer’s office and remove after completion of contract.

each

52871.00

01.1.7

Providing and maintenance one project profile signboards of the size not exceeding 1 m x 2 m, to be placed at a suitable place of the site including submission of proposals for the materials of the signboards and text layout to the Engineer for approval which will be positioned as directed by the Engineer and removing the same on completion of the Works or as instructed by the Engineer.

sqm.

207.00

01.2.1

Providing 3 sets as-built Drawings subject to Engineer’s approval produced in AutoCAD software in 23.38” x 16.54” (A-2 size) standard drawing paper, and operating and maintenance manual of the equipment and plant incorporated in the works, if any, in original by the date stated in the Particular Conditions of Contract (PCC). If the Contractor does not supply the as-built drawings and operating and maintenance manuals by the date stated in the Particular Conditions of Contract (PCC), or they do not receive the Engineer’s approval, the Engineer shall withhold the amount stated in the PCC from the payments due to the Contractor.

The as-built drawings must show the permanent works as actually constructed and reflect the revision of Tender Drawings and Drawings supplied to the Contractor during the Contract as well as revisions of drawings supplied by the Contractor during the Contract.

(One set of as-built drawings shall be considered for measurement and payment)

Per tender

19451.00

01.2.2

Providing additional copy of as-built drawing produced in AutoCAD software in 23.38" x 16.54" (A-2) standard drawing paper accepted by the Engineer.

sqm of drawing sheet

267.00

01.2.3

Providing minimum ten (10) copies coloured post-card size progress photograph of ‘works under contract’ taken by professional photographer which record the progress of the Works.

month

42.00

01.2.4

Preparation & submission of implementation schedule to the Engineer for approval prior ground breaking showing the events (works) and successive sub-events of works including all the management & control parameters like Earliest Start Time (EST), Earliest Finish Time (EFT), float events on critical path, resource allocation etc. with description of general method of works, in orderly manner all in the form network diagram prepared in computer software like MS project and presenting in Displayable hard and soft copy minimum 3 (three) sets.
(This is a time related item.  Proportionate payment for this item shall be made distributing in each bill on the basis of percentage progress of the whole works under contract)

Per tender

29165.00

01.2.5

Updating the Implementation Schedule and submission to the Engineer at intervals no longer than 28 days showing actual physical and financial progress achieved, on each activity and the effect of the progress on the timing of the remaining work, including any changes to the sequence of the activities.
However, Engineer’s approval of the Programme shall not alter the Contractor’s obligations. The Contractor may revise the Programme and submit it to the Engineer again at any time. A revised programme shall show the Variations and Events related to change of contract price.Month wise documentation shall be the basis of payments on this item

month

12371.00

01.2.6

Providing all necessary logistic support to frame ‘monthly progress meeting’ between Contractor/Contractor’s representatives and Employer / Employer’s representatives at the Engineer's office at site.Month wise documentation shall be the basis of payments on this item

month

1802.00

01.3

Providing layout and carry over PWD Bench-Mark (BM) at site from nearby BM pillar, Property lines, existing ground level (EGL), formation ground level (FGL), highest flood levels (HFL), plinth levels (PL), mean sea level (MSL), setting and marking all pillars, marker, pegs etc. showing and maintaining reduced levels (RL’s) including  locating, establishing, protecting all public utilities within the premise of work and finally all to be presented in black and white.

sqm.

4.00

01.4

Mobilization and cleaning site before commencing actual physical work and during contract period and demobilization after completion of the Works under contract accepted by Engineer.
This work shall also covers clayey cleaning and clearing, cutting or filling, dressing the project area on and in the ground to an extent that all the events of works of the project can be executed smoothly in a working environment with a particular attention on safety and security in all respects, and to stockpile the end outcome to a place for disposal agreed by the Engineer, where, payments are to be based on ground area determined by the Engineer and be proportionate to the percentage progress of work under contract as a whole in all respects and approved by the Engineer.

sqm.

21.00

1.5

Providing Expertised architect having relevant experience (s) more than 5years for detail documentation  of architectural themes, drawings, workingout shop drawings, communication with theme architect & getting approval , specifying architectural needs according to  approved master architectural themes & plan, certifying as built drawing for the approval  etc & jobs assigned by the HOPE or his  official  at site  (max man month not greater than 1/4th of Project duration & payment for the item subject to submission of CV & approved by approving authority)

Per month

60000.00

1.6

Providing Expertised Engneer having relevant experience(s) more than 10years, for the project documentation,   progress  study & adjustment, preparation of project Material  schedule and Testing  schdule  for approval etc. & jobs assigned by the HOPE or his official, at site  (max man month not greater than 1/4th of Project duration & payment for the item subject to submission of CV & approved by approving authority)

Per month

100000.00

1.7

Pick - up (double Cab) for transport of Test samples, work samples  & emmergency services etc. in/c fuel etc. (total usage not more than 1/6th of project duration.)

Per month

65000.00

02

EXCAVATION, FILLING AND SITE

DEVELOPMENT & PALISADING

 

 

02.1

Earth work in excavation in all kinds of soil for foundation trenches including. layout, providing center lines, local bench-mark pillars, leveling, ramming and preparing the base, fixing bamboo spikes and marking layout with chalk powder, providing necessary tools and plants, protecting and maintaining the trench dry etc., stacking, cleaning the excavated earth at a safe distance out of the area enclosed by the layout etc. all complete and accepted by the Engineer, subject to submit method statement of carrying out excavation work to the Engineer for approval.  However, Engineer’s approval shall not relieve the contractor of his responsibilities and obligations under the contract.

   

02.1.1

Layout and marking for earthwork in excavation in foundation accepted by the Engineer. [Plinth area of the structure shall be considered for measurement]

sqm.

11.00

02.1.2

Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead: in soft clayey soil / loose sand / silt

cum

67.00

02.1.3

Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead: in medium stiff clayey soil.

cum

96.00

02.1.4

Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead: in very stiff (hard) clayey soil/ rubbish etc.

cum

144.00

02.1.5

Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead: in very soft / saturated / organic clayey soil / soil of semi-liquid state.

cum

166.00

02.1.6

Extra rate for each additional 0.5 meter depth exceeding 1.5 meter.

cum

16.00

02.1.7

Extra rate for each 1 m additional lead beyond 10 m.

cum

2.12

02.2

Bailing out trapped water caused by inundation due to sepage or rain, by a pump of aprox. 25m3/h from foundation trenches, where correct documentation on rain fall, sepage rate, volume of inandation shall strictly be made.

hour

333.00

02.3

Supplying of straight and strong borrak bamboo posts of having minimum 75 mm diameter althrough and driving the same vertically in the ground up to required depth by any means shaping the top of the post, all complete and accepted by the Engineer.

rm.

75.00

02.4

Supplying wooden ballah having an average diameter not less than 150 mm (without barks) at one third distance from larger end with a minimum end diameter of 100 mm for retaining purpose and driving to a depth as per design and drawing by any method including all arrangement for staging, hoisting, carrying etc. complete and accepted by the Engineer.

rm.

714.00

02.5

Palisading work by supplying bitumen drum sheet walling tied with 20 BWG G.I. wire fixing the same with already driven borrak bamboo posts with half split borrak bamboo runners @ 450mm c/c horizontally with iron nails, G.I wire etc. all complete and accepted by the Engineer. (Rate is excluding the cost of bamboo post).

sqm.

596.00

02.6

Supplying and fitting-fixing horizontal bracing in Palisading with ½ split wooden ballah having an average diameter not less than 150 mm with a minimum end diameter of 100 mm @ 450 mm including supply of iron nails, gazals etc. complete approved and accepted by the Engineer.

rm.

269.00

02.7.1

Shore protection work during excavation in foundation trenches up to 1.5 m depth, to protect loss due to damage of property by Palisading accepted by the Engineer. [the rate is including cost of vertical post]

sqm.

678.00

02.7.2

Shore protection work during excavation in foundation trenches to protect loss due to damage of property by Palisading beyond 1.5 m depth accepted by the Engineer [the rate is including cost of vertical post]

sqm.

1217.00

02.8

Supply and laying 2 mm thick Geo-textile of approved quality and origin/manufacturer as per manufacturer’s instructions approved and accepted by the Engineer.Before commencing lying of Geo-textile, the Contractor must submit the method statement for carrying out this work including sample with evidence of origin and compliance certificate from independent testing laboratory for approval.

sqm.

130.00

02.9

Removing sludge or semi-liquid clay/substances etc not suitable for pumping out or carrying by head load from the bottom of any marshy land, lake, ditch, pond by mixing fine local sand of F.M. 0.8 or less to a proportion such that it can be carried to an intermediate point of disposal and cutting the same including stacking and spreading properly on a suitable place to dry in the sun for a certain days and dispose the dried sludge or clay to a safe distance etc. complete and accepted by the Engineer subject to submit method statement to the Engineer for carrying out the works including ultimate disposal of the sludge under this item for approval. However Engineer’s approval shall not relieve the Contractor of his responsibilities and obligations under the contract.

cum

678.00

02.10.1

Sand filling in foundation trenches and plinth with sand having F.M. 0.5 to 0.8 in 150mm layers including leveling, watering and compaction to achieve minimum dry density of 90% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only etc. all complete and accepted by the Engineer.

cum

602.00

02.10.2

Sand filling in foundation trenches and plinth with coarse sand having min. F.M. 1.2  in 150mm in layers including leveling, watering and compaction to achieve minimum dry density of 90% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only etc. all complete and accepted by the Engineer.

cum

1043.00

02.10.3

Sand filling in foundation trenches and plinth with coarse sand having min. F.M. 2.2 in 150mm layers including leveling, watering and compaction to achieve minimum dry density of 90% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only etc. all complete and accepted by the Engineer.

cum

1760.00

02.11

50 mm down graded picked jhama Khoa consolidation in foundation trenches by mixing the same with best quality local sand (F.M. 1.2) in (2:1) (khoa:sand) proportion  to achieve minimum dry density of 90% with optimum moisture content (Modified proctor test) including breaking and screening chips,laying and spreading in150mm layers uniformly and compacting etc. all complete and accepted by the Engineer.

cum

3652.00

02.12

50 mm down graded picked jhama khoa consolidation in foundation trenches by mixing in mixer machine in foundation with best quality local sand(F.M. 1.2) and cement in (1:6:12) (cement : sand : khoa) proportion  to achieve minimum dry density of 90% with optimum moisture content (Modified proctor test)  including breaking and screening chips,laying and spreading in150mm layers uniformly and compacting etc. all complete and accepted by the Engineer.

cum

4508.00

02.13

Earth filling in foundation trenches and plinth in 150 mm layer with earth available within 90 m of the building site to achive minimum dry density of 90% with optimum moisture content (Modified proctor test) including carrying watering, leveling, dressing and compacting to a specified percentage each layer up to finished level etc. all complete and accepted by the Engineer.

cum

114.00

02.14

Clearing and disposing of excavated earth from the construction site by truck or any other means to a place within 30 km radius of the city or town area including loading, unloading at both ends, leveling and dressing the carried earth etc. complete accepted by the Engineer.

cum

457.00

02.15

Earth filling in foundation trenches and plinth in 150 mm layers with carted earth carried by truck or any other means loading and unloading at both ends including leveling, watering and compacting to achive minimum dry density of 90% with optimum moisture content (modified proctor test) including local carriage each layer up to finished level including cost of water and test (carried from beyond 300 m) etc. all complete and accepted by the Engineer.

   

02.15.1

For Dhaka Metropolitan Area

cum

443.00

02.15.2

For Chittagong / Sylhet/ Narayanganj Area

cum

367.00

02.15.3

For Rajshahi / Barishal / Khulna metropolitan area

cum

329.00

02.15.4

For other than Dhaka, Ctg., Sylhet, Rajshahi, Barishal, Khulna metropolitan area and N'ganj district

cum

291.00

02.16

Site Development/Improvement by carted earth or dredged sand, sandy silt  (free from any organic, foreign, environmental hazardous substances) carried by head or truck or any other meansl in/c cost of cutting or by dredging of sand, sandy silt, all; in/c  local carrying, placing the earth/sand, sandy silt in the designated area, maintaining slopes, breaking lumps, levelling and dressing in  layers up to finished level etc. all complete as per direction and accepted by the engineer in charge.

   

02.16.1

For Dhaka Metropolitan Area

 

 

02.16.1.1

By Other than dredgeing

cum

441.73

02.16.1.2

By Dredging including necessary systems there off

cum

265.00

02.16.2

For Chittagong / Sylhet/ Narayanganj Area

 

 

02.16.2.1

By Other than dredgeing

cum

284.25

02.16.2.2

By Dredging

cum

188.00

02.16.3

For Rajshahi / Barishal / Khulna metropolitan area

 

 

02.16.3.1

By Other than dredgeing

cum

250.70

02.16.3.2

By Dredging

cum

164.00

02.16.4

For other than Dhaka, Ctg., Sylhet, Rajshahi, Barishal, Khulna metropolitan area and N'ganj district

 

 

02.16.4.1

By Other than dredgeing

cum

217.16

02.16.4.2

By Dredging

cum

140.00

02.17

Mechanical compaction of earth beyond plinth area, required for pre-approved  specific engineering  purpose  in 150mm layers including leveling, watering and consolidation each layer with chain dozer, grader, roller etc. to achieve minimum dry density of 90% with optimum moisture content (modified proctor test) up to finished level all complete and accepted by the engineer subject to submission of the method statement.

cum

364.00

03

BRICK SOLING, CC, DPC ETC

 

 

03.1

One layer of brick flat soling in foundation or in floor with first class or picked jhama bricks including preparation of bed and filling the interstices with local sand, leveling etc. complete and accepted by the Engineer.

sqm.

355.00

03.2

One layer of Herring bone bond (HBB) brick soling in foundation or in floor with first class or picked jhama bricks including preparation of bed and filling the interstices with local sand, leveling including the supply of water,other charges, costs of tools and plants etc. all complete and accepted by the Engineer.

sqm.

562.00

03.3

Brick on end edging including preparation of bed and filling the interstices with local sand, leveling, maintaining alignment grid etc. all complete and accepted by the Engineer.

rm.

88.00

03.4

Mass concrete (1:3:6) in foundation or floor with cement, sand (F.M. 1.2) and picked jhama chips including breaking chips, screening, mixing, laying, compacting to levels and curing for at least 7 days including the supply of water, electricity and other charges and costs of tools and plants etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)

   

03.4.1

Mass concrete in foundation (1:3:6) with cement, brick chips and sand of F.M. 1.2

cum

6319.00

03.4.2

Mass concrete in floor (1:3:6) with cement brick chips and sand of F.M. 1.2

cum

6241.00

03.5

Mass concrete (1:2:4) in foundation or floor with cement, sand (F.M. 1.2) and picked jhama chips including breaking chips, screening, mixing, laying, compacting to levels and curing for at least 7 days including the supply of water, electricity and other charges and costs of tools and plants etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)

   

03.5.1

Mass concrete in foundation (1:2:4) with brick chips and local sand of F.M. 1.2

cum

7481.00

03.5.2

Mass concrete in floor (1:2:4) with brick chips and local sand of F.M. 1.2

cum

7403.00

03.6

Damp proof course (DPC) (1:1.5:3) in cement concrete with cement, sand (F.M. 1.2) and picked jhama or stone chips including breaking chips, screening, centering, shuttering, casting, curing and finished with a coat of bitumen including the supply of water, electricity and other charges and costs of tools and plants etc. all complete and accepted by the Engineer. (Cement: CEM-II/A-M)

   

03.6.1

75 mm or 3" thick damp proof course (1:1.5:3) with brick chips and 50% Sylhet sand (F.M. 2.2) and 50% local sand (F.M. 1.2)

sqm.

1002.00

03.6.2

75 mm or 3" thick damp proof course (1:1.5:3) with Sylhet sand (F.M. 2.2) and stone chips.

sqm.

1174.00

03.6.3

150 mm or 6" thick damp proof course (1:1.5:3) with Sylhet sand (F.M. 2.2) stone chips and water-proofing admixture/agent approved by the Engineer.

cum

12711.00

03.7

Supplying and laying of single layer polythene sheet weighing one kilogram per 6.5 square meter in floor or any where below cement concrete complete in all respect and accepted by the Engineer.

sqm.

34.00

04

BRICK WORKS, PATENT STONE IN FLOOR AND

FANCY SCREEN BLOCK WORK

 

 

04.1

Brick works with first class bricks in cement sand (F.M. of sand 1.2) mortar (1:6) in foundation and plinth, filling the joints/interstices fully with mortar, racking out the joints, cleaning and soaking the bricks at least for 24 hours before use and curing at least for 7 days etc. all complete including cost of water, electricity and other charges and accepted by the Engineer.(Cement: CEM-II/A-M)

cum

5327.00

04.2

Brick works of width one brick or one and a half brick length with first class bricks in cement sand (F.M. 1.2)  mortar (1:6) in superstructure including raking out joints, filling the interstices with mortar, cleaning and soaking the bricks at least for 24 hours before use and washing of sand, necessary scaffolding, curing at least for 7 days etc. all complete (measurement to given as 250 mm width for one brick length and 375 mm for one brick and a half brick length) and accepted by the Engineer.
(Cement: CEM-II/A-M)
In ground floor

cum

5637.00

04.3

Brick works with first class bricks in cement sand (F.M. 1.2)   mortar (1:4)  in exterior walls including filling the interstices with mortar, raking out joints, cleaning and socking the bricks at least for 24 hours before use and washing of sand, necessary scaffolding, curing at least for 7 days etc. all complete including cost of water, electricity and other charges (measurement to given as 250 mm width for one brick length and 375 mm for one brick and a half brick length) accepted by the Engineer.(Cement: CEM-II/A-M). In ground floor

cum

6013.00

04.4

Exposed brick works (for exterior wall without outside plaster) with special quality sorted out first class bricks, very carefully laid in cement sand (F.M. 1.2) mortar (1:4)) in superstructure with uniform width and depth joints, true to vertical and horizontal lines including raking out joints scaffolding, soaking the bricks at least for 24 hours before use, washing and screening of sand. Curing at least for 7 days and high class flush pointing with cement sand (F.M. 1.2) mortar (1:1) including cost of water, electricity and other charges etc all complete and accepted by the Engineer. (Cement: CEM-II/A-M). In ground floor

cum

6984.00

04.5

Exposed brick works (for exterior wall without outside plaster) with automatic machine made first class bricks, very carefully laid in cement sand (F.M. 1.2) mortar (1:4)) in superstructure with uniform width and depth joints, true to vertical and horizontal lines including raking out joints scaffolding, soaking the bricks at least for 24 hours before use, washing and screening of sand. Curing at least for 7 days and high class flush pointing with cement sand (F.M. 1.2) mortar (1:1) including cost of water, electricity and other charges etc all complete and accepted by the Engineer.(Cement: CEM-II/A-M). In ground floor

cum

6984.00

04.6

Brick works with 10 holes machine made bricks of approved size (9.5" x 4.5" x 2.75") having uniform colour carefully laid in cement sand (F.M. 1.2) mortar (1:4) in superstructure with uniform width and depth joints, true to vertical and horizontal lines including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including cost of water, electricity and other charges etc. complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor

cum

10950.00

04.7

Brick work with 9.5" x 4.5" x 2.75" size machine made solid klinker facing bricks having uniform colour carefully laid in cement sand (F.M. 1.2) mortar (1:4) in superstructure with uniform width and depth joints, true to vertical and horizontal lines including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including cost of water, electricity and other charges etc. complete and accepted by the Engineer.
(Cement: CEM-II/A-M)
In ground floor

cum

8874.00

04.8

Brick works with 9.5" x 4.5" x 2.75" size 10 hole machine made Rock-face or textured klinker facing bricks having uniform colour carefully laid in cement sand (F.M. 1.2) mortar (1:4) in superstructure with uniform width and depth joints, true to vertical and horizontal lines including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)
In ground floor

cum

8757.00

04.9

Brick works with 9.5" x 4.5" x 2.75" size 3 hole machine made reinforced  klinker facing bricks having uniform colour carefully laid in cement sand (F.M.1.2) mortar (1:4) in superstructure with uniform width and depth joints, true to vertical and horizontal lines including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor

cum

12296.00

04.10

Extra cost shall be incorporated in the estimate for each additional floor for brick works (item No.- 4.2 to 4.9)

   

04.10.1

Add for each additional floor up to 5th floor

cum

130.00

04.10.2

Add for each additional floor from 6th floor to 9th floor

cum

182.00

04.10.3

Add for each additional floor for 10th floor and above

cum

208.00

04.11

Extra cost for brick-work for each additional meter (or part of meter) free height of brick wall beyond 4 m from the respective floor in auditorium, go-down, overhead water tank etc. as description of the item No. in 16, 17, 18 and 19 including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Extra cost shall be incorporated in the estimate only when both sides of wall is uninterruptedly free beyond 4.00 meter)

cum

136.00

04.12

Providing brick works for 200 x 100 mm facing in superstructure with 200 x 100 x 50 mm machine made klinker hard pressed facing bricks of approved quality in cement sand (F.M. 1.2) mortar (1:4), including racking out joints, cutting the bricks to required size wherever necessary including high class recessed pointing, cleaning and soaking the bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days for all floors up to 4th floor including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.
(100 x 200 mm face should be placed for facing).
(Cement: CEM-II/A-M)
In ground floor

sqm.

1586.00

04.13

Providing brick works in facing for 200 x 50 mm in superstructure with 200 x 50 x 50 mm machine made hard pressed klinker facing red or Maroon strips of approved quality pressed with 20 mm thick cement sand (F.M.1.2) mortar (1:4), 10 mm thick cement mortar in adjacent sites including racking out joints and cutting the bricks to required sizes wherever necessary with high class recessed pointing, cleaning and soaking the bricks for at least 24 hours before use and washing of sand necessary scaffolding, curing at least for 7 days for all floors up to 4th floor including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M). In ground floor

sqm.

2091.00

04.14

Providing brick works for 200 x 62 mm facing in superstructure with 200 x 62 x 16.51 mm machine made hard pressed  klinker facing RED strips of approved quality with 20 mm thick cement sand (F.M.1.2) mortar (1:3) in adjacent side wall, column, drop wall etc. and racking out joints, cutting the bricks to required sizes wherever necessary with high class recessed pointing, cleaning and soaking the bricks at least for 24 hours before use washing and screening of sand and necessary scaffoldings, curing at least 7 days including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor

sqm.

2065.00

04.15

125 mm brick work with first class bricks in cement sand (F.M. 1.2) mortar (1:6) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor

sqm.

798.00

04.16

125 mm brick works with first class bricks in cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor

sqm.

837.00

04.17

Exposed 125 mm thick pointing extra ordinary ornamental brick work with sorted out first class bricks in cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.
(Cement: CEM-II/A-M)
In ground floor

sqm.

1016.00

04.18

Exposed 125 mm thick pointing extra ordinary ornamental brick work with automatic machine made first class bricks in cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor

sqm.

1030.00

04.19

Providing 125 mm thick (Partition walls) brick work in superstructure brick work (1:4) in cement sand (F.M. 1.2) mortar with 10 hole machine made ceramic bricks of approved size having uniform colour, carefully laid in cement mortar and depth joints true to vertical and horizontal lines including. racking out joints, filling the interstices with same mortar, making bond with connected walls, cleaning, soaking brick at least 24 hours and washing of sand, curing 7 days in all floors, including cost of water, electricity and other charges accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor

sqm.

1499.00

04.20

Fancy screen work with different size hollow machine made design blocks with uniform colour, carefully laid in coloured cement sand (F.M. 1.2) mortar (1:3) in all floors in wall with uniform mortar joints, true to vertical and horizontal line including racking out joints, cleaning and soaking the blocks for minimum 24 hours before use including washing and screening of sand, scaffolding, curing etc. complete in all respect including supply of all necessary materials including cost of water, electricity and other charges accepted by the Engineer. (Cement: CEM-II/A-M)

   

04.20.1

With design block No. 3 (MCW) size: 4" x 4" x 4" or equivalent  volume & design
In ground floor

sqm.

4102.00

04.20.2

With design block No. 1 (MCW) size: 5.5" x 5.5" x 4" or equivalent volume & design
In ground floor

sqm.

2403.00

04.20.3

With design block No. 20 (MCW) size: 6" x 6" x 4" or equivalent volume and design
In ground floor

sqm.

2323.00

04.21

Extra cost shall be incorporated in the estimate for each additional floor for brick and screen block works (item No.- 4.12 to 4.20)

   

04.21.1

Add for each additional floor up to 5th floor

sqm.

24.00

04.21.2

Add for each additional floor from 6th floor to 9th floor

sqm.

32.00

04.21.3

Add for each additional floor for 10th floor and above

sqm.

40.00

04.22

Klinker paving brick works in floor or pavement with machine made pressed bricks of approved quality in cement sand (F.M. 1.2) mortar (1:4) on minimum 12 mm thick cement sand (F.M. 1.2) mortar (1:4) including raking out joints, cutting the bricks to required size soaking the same 24 hours before use wherever necessary including high class flush pointing in cement mortar (1:2), cleaning, curing at least for 7 days etc. including washing and screening of sand, cost of water, electricity and other charges complete and standard practice accepted by the Engineer.
(Cement: CEM-II/A-M)

   

04.22.1

100 mm thick brick on edge pavement with 200 x 100 x 50 mm size klinker facing bricks.

sqm.

2599.00

04.22.2

50 mm thick flat brick pavement with 200 x 100 x 50 mm klinker paving bricks in 1:4 cement sand mortar having 200 x 100 mm face at top.

sqm.

1523.00

04.22.3

50 mm thick brick pavement with 200 x 50 x 50 mm klinker facing bricks.

sqm.

2013.00

04.23

125 mm thick brick pavement or flooring with first class brick on edge in cement sand (F.M. 1.2) mortar (1:4) on minimum 12 mm thick cement sand (F.M. 1.2) mortar (1:4) including cutting the bricks as per requirement, cleaning and racking out joints, finishing with flush pointing with cement sand (F.M. 1.2) mortar (1:2) and curing for at least 7 days etc. including cost of water, washing and screening of sand (F.M. 1.2), electricity and other charges complete and standard practice accepted by the Engineer.(Cement: CEM-II/A-M)

sqm.

943.00

04.24

125 mm thick brick pavement/flooring with 10 hole  machine made ceramic bricks  in cement sand (F.M. 1.2) mortar (1:4) on minimum 12 mm thick cement sand (F.M. 1.2) mortar (1:4) including cutting the bricks as per requirement, cleaning and racking out joints, finishing with flush pointing with cement sand (F.M. 1.2) mortar (1:2) and curing for at least 7 days etc. including cost of water, washing and screening of sand (F.M. 1.2), electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)

sqm.

1578.00

04.25

75 mm thick cement concrete (1:3:6) with cement in flooring best quality coarse sand and 19 mm down graded picked chips including breaking chips, screening, mixing, laying, compacting, washing and screening of sand of F.M 1.2 and curing at least for 7 days etc. including cost of water, electricity and other charges etc. all complete and accepted by the Engineer. Cement:CEM-II/A-M)

sqm.

526.00

04.26

25 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best local sand of FM 1.2) and 12 mm down well graded brick chips including breaking chips, screening, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.
(Cement: CEM-II/A-M)
In ground floor

sqm.

332.00

04.27

38 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best local sand of FM 1.2) and 12 mm down well graded brick chips including breaking chips, screening, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor

sqm.

423.00

04.28

25 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best local sand of FM 1.2) and 12 mm down well graded stone chips, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)
In ground floor

sqm.

390.00

04.29

38 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best local sand of FM 1.2) and 12 mm down well graded stone chips, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.
Cement: (CEM-II/A-M)In ground floor

sqm.

510.00

04.30

25 mm thick artificial patent stone (1:1.5:3) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best local sand of FM 1.2) and 12 mm down well graded stone chips, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer. (Cement: CEM-II/A-M)In ground floor

sqm.

409.00

04.31

38 mm thick artificial patent stone (1:1.5:3) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best local sand of FM 1.2) and 12 mm down well graded stone chips, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.
(Cement: CEM-II/A-M)
In ground floor

sqm.

539.00

04.32

Extra cost shall be incorporated in the estimate for each additional floor for patent stone works.

   

04.32.1

Add for each additional floor up to 5th floor

sqm.

24.00

04.32.2

Add for each additional floor from 6th floor to 9th floor

sqm.

32.00

04.32.3

Add for each additional floor for 10th floor and above

sqm.

40.00

05

MOSAIC WORKS

 

 

05.1

10 mm thick finished and 12 mm laying thickness situ mosaic work on floor with one part of 10 mm machine crushed well graded dust free and properly washed marble chips and one part of mixture containing white cement / grey cement including preparation of mix. and laying the same over minimum 25 mm thick artificial patent stone flooring with brick chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No.120)/cutting with mosaic machine and finishing with Minar stone and spreading oxalic acid including breaking brick chips, screening, washing mosaic chips and supply of all necessary materials and water, electricity and other charges in all respect accepted by the Engineer. (Cement: CEM-II/A-M)

   

05.1.1

With Indian chips and glass strip using 100% white cement.
In Ground Floor

sqm.

1500.00

05.1.2

With Indian chips andglass strip using 100% grey cement.
In ground floor

sqm.

1233.00

05.1.3

With Pakistani chips and glass strip using 100% white cement.
In ground floor

sqm.

1533.00

05.1.4

With Indian chips and without glass strip using 100% white cement.
In ground floor

sqm.

1315.00

05.1.5

With Indian chips and without glass strip using 100% grey cement.
In ground floor

sqm.

1109.00

05.1.6

With Pakistani chips and without glass strip using 100% white cement.
In ground floor

sqm.

1347.00

05.2

12 mm thick finished and laying thickness 14.5 mm cast in situ mosaic work on floor with one part of 10 mm machine crushed well graded dust free and properly washed marble chips and one part of mixture containing 100% white cement including preparation of mix and laying the same over minimum 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No. 120)/ mosaic cutting machine and finishing with Minar stone including breaking brick chips screening, spreading oxalic acid, washing mosaic chips and supply of all necessary materials and water, electricity and other charges in all respect accepted by the Engineer.(Cement: CEM-II/A-M)

   

05.2.1

With Indian chips and glass strip.
In ground floor

sqm.

1582.00

05.2.2

With Pakistani chips and glass strip.
In ground floor

sqm.

1618.00

05.2.3

With Indian chips and without glass strip.
In ground floor

sqm.

1396.00

05.2.4

With Pakistani chips and without glass strip.
In ground floor

sqm.

1432.00

05.3

10 mm thick finished and laying thickness 12.5 mm silver grey situ mosaic work on floor with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white cement and grey cement in proportion (1:1) including preparation of mix and laying the same over minimum 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No. 120) and finishing with Minar stone including breaking brick chips, screening, washing mosaic chips and supply of all necessary materials including and water, electricity and other charges in all respect accepted by the Engineer.(Cement: CEM-II/A-M)

   

05.3.1

With Indian chips and with glass strip.
In ground floor

sqm.

1369.00

05.3.2

With Pakistani chips and with glass strip.
In ground floor

sqm.

1402.00

05.3.3

With Indian chips and without glass strip.
In ground floor

sqm.

1184.00

05.3.4

With Pakistani chips and without glass strip.
In ground floor

sqm.

1216.00

05.4

12 mm thick finished and laying thickness 14.5 mm silver grey cast in situ mosaic work on floor with one part of 10 mm machine crushed well graded dust free and properly washed marble chips and one part of mixture containing white cement dust free and properly washed marble chips and one part of mixture containing white cement and grey with cement in proportion (1:1) including. preparation of mix and laying the same over minimum 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panels, compacting, curing at least for 7 days, cutting with pumic stone (No. 40. No. 80, No. 120) and finishing with Minar stone including breaking brick chips, screening, washing mosaic chips and supply of all necessary materials and water, electricity and other charges in all respect accepted by the Engineer.(Cement: CEM-II/A-M)

   

05.4.1

With Indian chips and with glass strip.
In ground floor

sqm.

1435.00

05.4.2

With Pakistani chips and with glass strip.
In ground floor

sqm.

1471.00

05.4.3

With Indian chips and without glass strip.
In ground floor

sqm.

1250.00

05.4.4

With Pakistani chips and without glass strip.
In ground floor

sqm.

1286.00

05.5

10 mm thick finished and laying thickness 12.5 mm situ mosaic work on wall with one part of 10 mm machine crushed well graded dust free and properly washed marble chips and one part of mixture containing 100% white cement including preparation of mix and laying the same on 12 mm thick cement plaster (1:4) to wall, compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No. 120) including finishing the corners and edges and also finishing with Minar stone and supplying all necessary materials in and water, electricity and other charges in all respect accepted by the Engineer.(Cement: CEM-II/A-M)

   

05.5.1

With Indian chips.
In ground floor

sqm.

1461.00

05.5.2

With Pakistani chips.
In ground floor

sqm.

1493.00

05.6

10 mm thick finished and laying thickness silver grey situ mosaic work on wall with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white cement and grey cement in proportion (1:1) including preparation of mix. and laying the same on 12 mm thick cement plaster (1:4) to wall, compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No 120) including finishing the corners and edges and also finishing with Minar stone and supplying all necessary materials in and water, electricity and other charges in all respect accepted by the Engineer. (Cement: CEM-II/A-M)

   

05.6.1

With Indian chips.
In ground floor

sqm.

1330.00

05.6.2

With Pakistani chips.
In ground floor

sqm.

1362.00

05.6.3

With Indian chips using 100% grey cement.
In ground floor

sqm.

1199.00

05.7

10 mm thick finished laid in 12.5 mm thickness coloured situ mosaic work in floor with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white and grey cement in proportion (1:9) and necessary quantity of approved colouring materials including preparation of mix and laying the same over min 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No. 120) and finishing with Minar stone including breaking brick chips, screening, washing mosaic chips and supply of all necessary materials in all respects and water, electricity and other charges in all respect accepted by the Engineer.(Cement: CEM-II/A-M)

   

05.7.1

With Indian chips and with glass strip.
In ground floor

sqm.

1557.00

05.7.2

With Pakistani chips and with glass strip.
In ground floor

sqm.

1590.00

05.7.3

With Indian chips and without glass strip.
In ground floor

sqm.

1372.00

05.7.4

With Pakistani chips and without glass strip.
In ground floor

sqm.

1273.00

05.8

12 mm thick finished and laying thickness 14 mm coloured situ mosaic on floor with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white cement and grey cement in proportion (9:1) and necessary quantity of approved colourings materials including preparation of mix and laying the same over minimum 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No. 120) and finishing with Minar stone including breaking brick chips, screening, washing mosaic chips and supply of all necessary materials in all respects and  water, electricity and other charges in all respect accepted by the Engineer.
(Cement: CEM-II/A-M)

   

05.8.1

With Indian chips and with glass strip.
In ground floor

sqm.

1639.00

05.8.2

With Pakistani chips and with glass strip.
In ground floor

sqm.

1675.00

05.8.3

With Indian chips and without glass strip.
In ground floor

sqm.

1453.00

05.8.4

With Pakistani chips and without glass strip.
In ground floor

sqm.

1489.00

05.9

10 mm thick finished and laying thickness 12.5 mm coloured situ mosaic on walls with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white cement and grey cement in proportion (9:1) and necessary quantity of approved colouring materials including preparation of mix and laying the same on 12 mm thick cement sand (F.M. 1.2) plaster (1:4) to walks including compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No. 120) including finishing the corners and edges and also finishing with  Minar stone and supply of all necessary materials etc. and water, electricity and other charges complete in all respect accepted by the Engineer.(Cement: CEM-II/A-M)

   

05.9.1

With Indian chips.
In ground floor

sqm.

1518.00

05.9.2

With Pakistani chips.
In ground floor

sqm.

1550.00

05.10

200 x 200 x 20 mm mosaic terrazzo tiles flooring having 10 mm thick finished mosaic top with one part of 10 mm machine crushed well graded dust free and properly washed marble chips and one part of mixture containing white cement and grey cement  in 9:1 proportion in/c  supply of all necessary materials etc. and water, electricity and other charges complete in all respect accepted by the Engineer  and preparation of mix machine pressed on 12 mm thick cement sand (F.M. 1.2 and 2.5 by  50% each) mortar (1:2) base  including preparing the base; finally, setting the tiles on 40 mm thick cement sand (F.M.1.2 and 2.5 by 50% each) mortar, compacting, cutting with pumic stone (No. 40, No. 80, No. 120) and finishing the corners and edges and also finishing with minar stone including screening, washing mosaic chips and supply of all necessary materials etc. and water, electricity and other charges complete in all respect accepted by the Engineer.
(Cement: CEM-II/A-M)

   

05.10.1

200 x 200 x 20 mm (finished) mosaic terrazzo tiles flooring with Indian chips.
In ground floor

sqm.

1458.00

05.10.2

200 x 200 x 20 mm (finished) mosaic terrazzo tiles flooring with Pakistani chips.
In ground floor

sqm.

1489.00

05.11

Extra cost shall be incorporated in the estimate for mosaic and terrazzo tiles work above ground floor (item No.- 5.1 to 5.10).

   

05.11.1

Add for each additional floor up to 5th floor

sqm.

8.00

05.11.2

Add for each additional floor for 6th to 9th floor

sqm.

16.00

05.11.3

Add for each additional floor for 10th floor and above

sqm.

24.00

06

GLAZED TILES AND MARBLE STONE  WORK

Unit

UnitRate

06.1

Marble stone flooring with Indian black/ white marble stone of approved quality, texture and size over 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including. placing cement slurry below the stone, cutting the marble stone to desired size, grinding and finishing the edges, setting in position in proper level filling the gaps with white cement and colouring pigments including supplying all necessary equipments/materials and finishing the top by pumic stone and necessary auxiliary materials and water, electricity and other charges complete in all respect accepted by the Engineer.
(Cement: CEM-II/A-M)

   

06.1.1

18 mm thick Marble stone flooring
In ground floor

sqm.

6277.00

06.1.2

16 mm thick Marble stone flooring
In ground floor

sqm.

5696.00

06.2

Marble stone flooring with Indian coloured/ grey marble stone of approved quality, texture and size over 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including. placing cement slurry below the stone, cutting the marble stone to desired size, grinding and finishing the edges, setting in position in proper level filling the gaps with white cement and colouring pigments including supplying all necessary equipments/materials and finishing the top by pumic stone and necessary auxiliary materials and water, electricity and other charges complete in all respect accepted by the Engineer.(Cement: CEM-II/A-M)

   

06.2.1

18 mm thick Marble stone flooring
In ground floor

sqm.

6471.00

06.2.2

16 mm thick Marble stone flooring
In ground floor

sqm.

5825.00

06.3

Supplying and setting Indian marble stone of approved quality, textured and size on walls over 12 mm thick cement sand (F.M. 1.2) mortar (1:2) including cutting and grinding the marble stone slab/tile setting in position keeping horizontal and vertical alignment correct, filling the joints with white cement, cutting and grinding the top surface, finishing etc including water, electricity and other charges complete in all respect accepted by the Engineer.(Cement: CEM-II/A-M)

   

06.3.1

12 mm thick white/ black Marble stone walling
In ground floor

sqm.

5213.00

06.3.2

12 mm thick grey or coloured Marble stone walling
In ground floor

sqm.

5601.00

06.4

Marble stone flooring with 18mm thick Italian coloured/ grey marble stone of approved quality, texture and size over 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including. placing cement slurry below the stone, cutting the marble stone to desired size, grinding and finishing the edges, setting in position in proper level filling the gaps with white cement and colouring pigments including supplying all necessary equipments/materials and finishing the top by pumic stone and necessary auxiliary materials and water, electricity and other charges complete in all respect accepted by the Engineer.
(Cement: CEM-II/A-M)
In ground floor

sqm.

8281.00

06.5

Labour Cost for making moulding in marble stone as per Architectural drawing including cutting, grinding, finishing, supplying necessary equipment etc. complete in all respect as per direction of the Engineer in Charge.(Cement: CEM-II/A-M)

   

06.5.1

18 mm thick marble stone

rm.

343.00

06.5.2

16 mm thick marble stone

rm.

339.00

06.5.3

12 mm thick marble stone

rm.

302.00

06.6

Supplying, fitting and fixing country made glazed wall tiles ,irrespective of color &/or  design, with on 20 mm thick cement sand (F.M. 1.2) mortar (1:3) base and raking out the joints with repective joint filler & binder including cutting, laying and hire charge of machine and finishing with care etc. including water, electricity and other charges complete all respect accepted by the Engineer.
(Cement: CEM-II/A-M). In ground floor

   

06.6.1

Wall tiles less than , equal or equivalent to 250mmx330mm in sizes

sqm.

1230.00

06.6.2

Wall tiles more than 250x330 & less than 250x400 in sizes or equivalent

sqm.

1339.00

06.6.3

Wall tiles  more 250x400mm in sizes or equivalent

sqm.

1624.00

06.7

Supplying, fitting and fixing country made GP(Gress Porcellanato) - glazed homogeneous floor tiles irrespective of color &/or  design,  with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M). In ground floor

   

06.7.1

GP (homogeneous) 300 x 300 mm floor tiles

sqm.

1455.00

06.7.2

GP (homogeneous) 400 x 400 mm floor tiles

sqm.

1590.00

06.8

Supplying, fitting and fixing countrymade unglazed homogeneous floor tiles irrespective of color &/or  design, with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor

   

06.8.1

Homogeneous  300 x 300 mm floor tiles

sqm.

1509.00

06.8.2

Homogeneous 400 x 400 mm floor tiles

sqm.

1604.00

06.9

Supplying, fitting and fixing countr made mirror polished homogeneous floor tiles irrespective of color &/or  design,  with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor

   

06.9.1

GP (mirror polished) 300 x 300 mm floor tiles

sqm.

1645.00

06.9.2

GP (mirror polished) 400 x 400 mm floor tiles

sqm.

1780.00

06.9.3

GP (mirror polished)   600 x 600 mm floor tiles

sqm.

2038.00

06.10

Supplying, fitting and fixing country made GP homogeneous stair tiles irrespective of color &/or  design, with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor

sqm.

1536.00

06.11

Supplying, fitting and fixing country made floor tiles  irrespective of color &/or  design,with adhesives in full thickness of tiles ,filler/tiles grout in/c cutting, shaping, placing in proper level etc. all complete as direction of the Engineer in charge.In ground floor

   

06.11.1

GP glazed homogenous floor tiles (400 x 400 mm)

sqm.

1360.00

06.11.1.1

GP (Homogeneous) 400x400 mm glazed tiles on  Skirting .

Sqm.

1439.00

06.11.2

GP glazed homogenous floor tiles (300 x 300 mm)

sqm.

1224.00

06.11.2.1

GP (Homogeneous) 300x300 mm glazed tiles on  Skirting .

Sqm.

1364.00

06.11.3

GP un-glazed homogenous floor tiles (400 x 400 mm)

sqm.

1374.00

06.11.3.1

GP unglazed (Homogeneous) 400x400 mm tiles on Skirting .

Sqm.

1432.00

06.11.4

GP un-glazed homogenous floor tiles (300 x 300 mm)

sqm.

1279.00

06.11.4.1

GP unglazed (Homogeneous) 300x300 mm tiles on Skirting .

Sqm.

1350.00

06.11.5

GP Mirror Polished floor tiles (300 x 300 mm)

sqm.

1414.00

06.11.5.1

GP (Mirror polished) 300x300 mm tiles on Skirting .                          

Sqm.

1472.00

06.11.6

GP Mirror Polished floor tiles (400 x 400 mm)

sqm.

1550.00

06.11.6.1

GP (Mirror polished) 400x400 mm tiles on Skirting .

Sqm.

1635.00

06.11.7

GP Mirror Polished floor tiles (600 x 600 mm)

sqm.

1808.00

06.11.7.1

GP (Mirror polished) 600x600 mm tiles on  Skirting .

Sqm.

1880.00

06.12

Extra Rate for each additional floor for Tiles and Marble Stone Works

   

06.12.1

Add for each addl. floor up to 5th floor

sqm.

8.00

06.12.2

Add for each addl. floor for 6th floor to 9th floor

sqm.

16.00

06.12.3

Add for each addl. floor for 10th floor and above

sqm.

24.00

07

RCC WORKS

   

07.1

Reinforced cement concrete works using wooden shutter, with minimum cement content relates to mix ratio 1:2:4 having minimum f 'cr = 24 Mpa, and satisfying, specified compressive strength f’'c= 19 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM1, 52.5N (52.5MPa)/ ASTM-C 150 Type – I, best quality sand [50% quantity of best local sand (F.M. 1.2) and 50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2] and 20 mm down well graded picked jhama brick chips conforming ASTM  C-33 including breaking chips and screening, making, placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing in standard  mixer machine with hoper fed by standard measuring boxes, casting in forms, compacting by vibrator machine and curing  for 28 days,and removing centering-shuttering after specified time approved; including cost of water, electricity, additional testingcharges of materials and cylinders required by engineer, other charges etc. all complete approved and accepted by the Engineer.

(Rate is excluding the cost of reinforcement and its fabrication, placing and
binding etc)

   

07.1.1

Individual and Combined footings of column

   

07.1.1.1

Concrete

cum

7319.00

07.1.1.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

354.00

07.1.2

In raft/ mat/ Floor slab up to plinth level

   

07.1.2.1

Concrete

cum

7319.00

07.1.2.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

413.00

07.1.3

In foundation beam

   

07.1.3.1

Concrete

cum

7319.00

07.1.3.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

355.00

07.1.4

 Padestals, column capitals, lift walls and walls upto Ground Floor

   

07.1.4.1

Concrete

cum

7420.00

07.1.4.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

412.00

07.1.5

Tie beam and lintels upto Ground Floor

   

07.1.5.1

Concrete

cum

7722.00

07.1.5.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

394.00

07.1.6

Tee beams, Ell beams and Rectangular beams etc upto Ground Floor

   

07.1.6.1

Concrete

cum

7319.00

07.1.6.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

485.00

07.1.7

Floor /roof slab:Ground Floor

   

07.1.7.1

Concrete

cum

7319.00

07.1.7.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

459.00

07.1.8

Cornice, railing, drop walls, louver, fins etc upto Ground Floor

   

07.1.8.1

Concrete

cum

7587.00

07.1.8.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

344.00

07.1.9

Sunshade, false ceiling:Ground Floor

   

07.1.9.1

Concrete

cum

7587.00

07.1.9.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

395.00

07.1.10

Stair case slab and steps : upto Ground Floor

   

07.1.10.1

Concrete

cum

7587.00

07.1.10.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

381.00

07.1.11

Waffle or Ribbed floor slab :upto Ground Floor

   

07.1.11.1

Concrete

cum

7587.00

07.1.11.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

584.00

07.2

Reinforced cement concrete works using steel shutter, with minimum cement content relates to mix ratio 1:2:4 having minimum f 'cr = 24 Mpa, and satisfying a specified compressive strength f ’c= 19 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM1, 52.5N (52.5MPa) / ASTM-C 150 Type – I, best quality sand [50% quantity of best local sand (F.M. 1.2) and 50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2] and 20 mm down well graded picked jhama brick chips conforming ASTM  C-33 including breaking chips and screening, making, placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing in standard  mixer machine with hoper fed by standard measuring boxes, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering after specified time approved; including cost of water, electricity, additional testing charges of materials and cylinders required by engineer, other charges etc. all complete approved and accepted by the Engineer.(Rate is excluding the cost of reinforcement and its fabrication, placing and binding etc)

   

07.2.1

Individual and Combined footings

   

07.2.1.1

Concrete

cum

7319.00

07.2.1.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

382.00

07.2.2

In raft/ mat/ floor slab upto  plinth level

   

07.2.2.1

Concrete

cum

7319.00

07.2.2.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

391.00

07.2.3

Foundation beam

   

07.2.3.1

Concrete

cum

7319.00

07.2.3.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

323.00

07.2.4

 Padestals, column, column capitals, lift walla and walls  upto Ground Floor

   

07.2.4.1

Concrete

cum

7420.00

07.2.4.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

373.00

07.2.5

Tie beam and lintels : Ground Floor

   

07.2.5.1

Concrete

cum

7722.00

07.2.5.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

380.00

07.2.6

Tee beams, Ell beams and Rectangular beams etc  upto  Ground Floor

   

07.2.6.1

Concrete

cum

7319.00

07.2.6.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

415.00

07.2.7

Floor and roof slab upto Ground Floor

   

07.2.7.1

Concrete

cum

7319.00

07.2.7.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

498.00

07.2.8

Cornice, railing, drop walls, louver, fins etc. : Ground Floor

   

07.2.8.1

Concrete

cum

7587.00

07.2.8.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

344.00

07.2.9

Sunshade, false ceiling : Ground Floor

   

07.2.9.1

Concrete

cum

7587.00

07.2.9.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

410.00

07.2.10

Stair case slab and steps  upto Ground Floor

   

07.2.10.1

Concrete

cum

7587.00

07.2.10.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

403.00

07.2.11

Waffle or Ribbed floor upto Ground Floor

   

07.2.11.1

Concrete

cum

7587.00

07.2.11.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

584.00

07.3

Reinforced cement concrete works using wooden shutter with minimum cement content relates to mix ratio 1:2:4 having minimum f'cr = 27 Mpa, and satisfying a specified compressive strength f’c = 22 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & Cement conforming to BDS EN-197-1- CEM1, 52.5N (52.5MPa) / ASTM-C 150 Type – I, best quality Sylhet sand or coarse sand of equivalent F.M. 2.2 and 20 mm down well graded stone chips conforming to ASTM C-33, making, placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing in standard mixer machine with hoper fed by standard measuring boxes, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering after specified time approved; including cost of water, electricity,additional testing charges of materials and cylinders required by engineer, other charges etc. all complete approved and accepted by the Engineer.(Rate is excluding the cost of reinforcement and its fabrication, placing andbinding etc)

   

07.3.1

Individual and Combined footings

   

07.3.1.1

Concrete

cum

10203.00

07.3.1.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

354.00

07.3.2

In raft/ mat/ Floor slab up to plinth level

   

07.3.2.1

Concrete

cum

10203.00

07.3.2.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

413.00

07.3.3

In foundation beam

   

07.3.3.1

Concrete

cum

10203.00

07.3.3.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

355.00

07.3.4

 Padestals, column capitals, lift walls and walls upto Ground Floor

   

07.3.4.1

Concrete

cum

10304.00

07.3.4.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

412.00

07.3.5

Tie beam and lintels upto Ground Floor

   

07.3.5.1

Concrete

cum

10607.00

07.3.5.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

394.00

07.3.6

Tee beams, Ell beams and Rectangular beams etc upto Ground Floor

   

07.3.6.1

Concrete

cum

10203.00

07.3.6.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

485.00

07.3.7

Floor /roof slab:Ground Floor

   

07.3.7.1

Concrete

cum

10203.00

07.3.7.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

459.00

07.3.8

Cornice, railing, drop walls, louver, fins etc upto Ground Floor

   

07.3.8.1

Concrete

cum

10472.00

07.3.8.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

344.00

07.3.9

Sunshade, false ceiling:Ground Floor

   

07.3.9.1

Concrete

cum

10472.00

07.3.9.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

395.00

07.3.10

Stair case slab and steps : upto Ground Floor

   

07.3.10.1

Concrete

cum

10472.00

07.3.10.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

381.00

07.3.11

Waffle or Ribbed floor slab :upto Ground Floor

   

07.3.1.1

Concrete

cum

10472.00

07.3.11.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

584.00

07.4

Reinforced cement concrete works using steel shutter with minimum cement content relates to mix ratio 1:2:4 having minimum f 'cr = 27 Mpa, and satisfying a specified compressive strength f 'c = 22 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & Cement conforming to BDS EN-197-1- CEM1, 52.5N (52.5MPa) / ASTM-C 150 Type – I, best quality Sylhet sand or coarse sand of equivalent F.M. 2.2 and 20 mm down well graded stone chips conforming to ASTM C-33, making, placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing in standard mixer machine with hoper fed by standard measuring boxes, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering after specified time approved; including cost of water, electricity, additional testing charges of materials and cylinders required by engineer, other charges etc. all complete approved and accepted by the Engineer.
(Rate is excluding the cost of reinforcement and its fabrication, placing and
binding etc)

   

07.4.1

Individual and Combined footings

   

07.4.1.1

Concrete

cum

10203.00

07.4.1.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

382.00

07.4.2

In raft/ mat/ floor slab upto  plinth level

   

07.4.2.1

Concrete

cum

10203.00

07.4.2.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

391.00

07.4.3

Foundation beam

   

07.4.3.1

Concrete

cum

10203.00

07.4.3.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

323.00

07.4.4

 Padestals, column, column capitals, lift walla and walls  upto Ground Floor

   

07.4.4.1

Concrete

cum

10304.00

07.4.4.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

373.00

07.4.5

Tie beam and lintels : Ground Floor

   

07.4.5.1

Concrete

cum

10607.00

07.4.5.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

380.00

07.4.6

Tee beams, Ell beams and Rectangular beams etc  upto  Ground Floor

   

07.4.6.1

Concrete

cum

10203.00

07.4.6.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

415.00

07.4.7

Floor and roof slab upto Ground Floor

   

07.4.7.1

Concrete

cum

10203.00

07.4.7.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

498.00

07.4.8

Cornice, railing, drop walls, louver, fins etc. : Ground Floor

   

07.4.8.1

Concrete

cum

10472.00

07.4.8.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

344.00

07.4.9

Sunshade, false ceiling : Ground Floor

   

07.4.9.1

Concrete

cum

10472.00

07.4.9.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

410.00

07.4.10

Stair case slab and steps  upto Ground Floor

   

07.4.10.1

Concrete

cum

10472.00

07.4.10.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

403.00

07.4.11

Waffle or Ribbed floor upto Ground Floor

   

07.4.11.1

Concrete

cum

10472.00

07.4.11.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

584.00

07.5

Reinforced cement concrete works using wooden shutter with minimum cement content relates to mix ratio 1:1.5:3 having minimum f 'cr = 26 Mpa, and satisfying a specified compressive strength f 'c = 21Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & Cement conforming to BDS EN-197-1- CEM1, 52.5N (52.5MPa) / ASTM-C 150 Type – I, best quality Sylhet sand or coarse sand [F.M. 2.2] and 20 mm down well graded picked jhama brick chips conforming to ASTM  C-33, including breaking chips and screening, making, placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing in standard mixer machine with hoper and fed by standard measuring boxes, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering after specified time approved; including cost of water, electricity, additional testing charges of materials and cylinders required by engineer, other charges etc. all complete approved and accepted by the Engineer.(Rate is excluding the cost of reinforcement and its fabrication, placing and binding etc)

   

07.5.1

Individual and Combined footings

   

07.5.1.1

Concrete

cum

7982.00

07.5.1.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

354.00

07.5.2

In raft/ mat/ Floor slab up to plinth level

   

07.5.2.1

Concrete

cum

7982.00

07.5.2.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

413.00

07.5.3

In foundation beam

   

07.5.3.1

Concrete

cum

7982.00

07.5.3.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

355.00

07.5.4

 Padestals, column capitals, lift walls and walls upto Ground Floor

   

07.5.4.1

Concrete

cum

8082.00

07.5.4.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

412.00

07.5.5

Tie beam and lintels upto Ground Floor

   

07.5.5.1

Concrete

cum

8384.00

07.5.5.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

394.00

07.5.6

Tee beams, Ell beams and Rectangular beams etc upto Ground Floor

   

07.5.6.1

Concrete

cum

7982.00

07.5.6.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

cum

485.00

07.5.7

Floor /roof slab:Ground Floor

   

07.5.7.1

Concrete

cum

7982.00

07.5.7.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

459.00

07.5.8

Cornice, railing, drop walls, louver, fins etc upto Ground Floor

   

07.5.8.1

Concrete

cum

8250.00

07.5.8.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

344.00

07.5.9

Sunshade, false ceiling:Ground Floor

   

07.5.9.1

Concrete

cum

8250.00

07.5.9.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

395.00

07.5.10

Stair case slab and steps : upto Ground Floor

   

07.5.10.1

Concrete

cum

8250.00

07.5.10.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

381.00

07.5.11

Waffle or Ribbed floor slab :upto Ground Floor

   

07.5.11.1

Concrete

cum

8250.00

07.5.11.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

584.00

07.6

Reinforced cement concrete works using steel shutter with minimum cement content relates to mix ratio 1:1.5:3 having minimum f'cr = 30 Mpa, and satisfying a specified compressive strength f’c = 25 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & Cement conforming to BDS EN-197-1- CEM1, 52.5N (52.5MPa) / ASTM-C 150 Type – I, best quality Sylhet sand or coarse sand of equivalent F.M. 2.2 and 20 mm down well graded stone chips conforming to ASTM C-33, making, placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing with standard mixer machine with hopper, fed by standard measuring boxes, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering after specified time approved; including cost of water, electricity,  additional testing charges of materials and cylinders required by engineer, other charges etc. all complete approved and accepted by the Engineer.
(Rate is excluding the cost of reinforcement and its fabrication, placing and
binding etc)

   

07.6.1

Individual and Combined footings

   

07.6.1.1

Concrete

cum

10526.00

07.6.1.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

382.00

07.6.2

In raft/ mat/ floor slab upto  plinth level

   

07.6.2.1

Concrete

cum

10526.00

07.6.2.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

391.00

07.6.3

Foundation beam

   

07.6.3.1

Concrete

cum

10526.00

07.6.3.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

323.00

07.6.4

 Padestals, column, column capitals, lift walla and walls  upto Ground Floor

   

07.6.4.1

Concrete

cum

10626.00

07.6.4.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

373.00

07.6.5

Tie beam and lintels : Ground Floor

   

07.6.5.1

Concrete

cum

10929.00

07.6.5.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

380.00

07.6.6

Tee beams, Ell beams and Rectangular beams etc  upto  Ground Floor

   

07.6.6.1

Concrete

cum

10526.00

07.6.6.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

415.00

07.6.7

Floor and roof slab upto Ground Floor

   

07.6.7.1

Concrete

cum

10526.00

07.6.7.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

498.00

07.6.8

Cornice, railing, drop walls, louver, fins etc. : Ground Floor

   

07.6.8.1

Concrete

cum

10794.00

07.6.8.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

344.00

07.6.9

Sunshade, false ceiling : Ground Floor

   

07.6.9.1

Concrete

cum

10794.00

07.6.9.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

410.00

07.6.10

Stair case slab and steps  upto Ground Floor

   

07.6.10.1

Concrete

cum

10794.00

07.6.10.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

403.00

07.6.11

Waffle or Ribbed floor upto Ground Floor

   

07.6.11.1

Concrete

cum

10794.00

07.6.11.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

584.00

07.7

Reinforced cement concrete works using wooden shutter with minimum cement content relates to mix ratio 1:1.5:3 having minimum f'cr = 30 Mpa, and satisfying a specified compressive strength f’c = 25 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & Cement conforming to BDS EN-197-1- CEM1, 52.5N (52.5MPa) / ASTM-C 150 Type – I, best quality Sylhet sand or coarse sand of equivalent F.M. 2.2 and 20 mm down well graded stone chips conforming to ASTM C-33, making, placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing with standard mixer machine with hopper, fed by standard measuring boxes, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering after specified time approved; including cost of water, electricity, additional testing charges of materials and cylinders required by engineer, other charges etc. all complete approved and accepted by the Engineer.(Rate is excluding the cost of reinforcement and its fabrication, placing and binding etc)

   

07.7.1

Individual and Combined footings

   

07.7.1.1

Concrete

cum

10526.00

07.7.1.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

354.00

07.7.2

In raft/ mat/ Floor slab up to plinth level

   

07.7.2.1

Concrete

cum

10526.00

07.7.2.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

413.00

07.7.3

In foundation beam

   

07.7.3.1

Concrete

cum

10526.00

07.7.3.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

355.00

07.7.4

 Padestals, column capitals, lift walls and walls upto Ground Floor

   

07.7.4.1

Concrete

cum

10626.00

07.7.4.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

412.00

07.7.5

Tie beam and lintels upto Ground Floor

   

07.7.5.1

Concrete

cum

10929.00

07.7.5.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

394.00

07.7.6

Tee beams, Ell beams and Rectangular beams etc upto Ground Floor

   

07.7.6.1

Concrete

cum

10526.00

07.7.6.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

485.00

07.7.7

Floor /roof slab:Ground Floor

   

07.7.7.1

Concrete

cum

10526.00

07.7.7.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

459.00

07.7.8

Cornice, railing, drop walls, louver, fins etc upto Ground Floor

   

07.7.8.1

Concrete

cum

10794.00

07.7.8.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

344.00

07.7.9

Sunshade, false ceiling:Ground Floor

   

07.7.9.1

Concrete

cum

10794.00

07.7.9.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

395.00

07.7.10

Stair case slab and steps : upto Ground Floor

   

07.7.10.1

Concrete

cum

10794.00

07.7.10.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

381.00

07.7.11

Waffle or Ribbed floor slab :upto Ground Floor

   

07.7.11.1

Concrete

cum

10794.00

07.7.11.2

Formwork/shuttering, prop and necessary supports etc. (wooden)

sqm.

584.00

07.8

Reinforced cement concrete works using steel shutter with minimum cement content relates to mix ratio 1:1.25:2.5 having minimum f'cr = 40 Mpa, and satisfying a specified compressive strength f’c = 32 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & Cement conforming to BDS EN-197-1- CEM1, 52.5N (52.5MPa)/ ASTM-C 150 Type – I, and adding  approved high range water reducing admixture of complying specific type (generally be Type-G) under ASTM-C 494, best quality coarse sand [Sylhet sand or coarse sand of equivalent F.M. 2.2], 20 mm down well graded crushed stone chips conforming to ASTM C-33, including breaking chips and screening through proper sieves, making and placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing with standard mixer machine with hoper and fed by standard measuring boxes, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering after specified time approved;  including cost of water, electricity, additional testing charges of materials and cylinders required by engineer, other charges etc. all complete approved and accepted by the Engineer.
(Doses of admixture in the mix to be fixed by mix design)

(Rate is excluding the cost of reinforcement and its fabrication, placing and
binding etc and admixture) 

   

07.8.1

Individual and Combined footings

   

07.8.1.1

Concrete

cum

10970.00

07.8.1.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

382.00

07.8.2

In raft/ mat/ floor slab upto  plinth level

   

07.8.2.1

Concrete

cum

10970.00

07.8.2.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

391.00

07.8.3

Foundation beam

   

07.8.3.1

Concrete

cum

10970.00

07.8.3.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

323.00

07.8.4

 Padestals, column, column capitals, lift walla and walls  upto Ground Floor

   

07.8.4.1

Concrete

cum

11071.00

07.8.4.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

373.00

07.8.5

Tie beam and lintels : Ground Floor

   

07.8.5.1

Concrete

cum

10970.00

07.8.5.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

415.00

07.8.6

Tee beams, Ell beams and Rectangular beams etc  upto  Ground Floor

   

07.8.6.1

Concrete

cum

10970.00

07.8.6.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

498.00

07.8.7

Floor and roof slab upto Ground Floor

   

07.8.7.1

Concrete

cum

11239.00

07.8.7.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

403.00

07.8.8

Cornice, railing, drop walls, louver, fins etc. : Ground Floor

   

07.8.8.1

Concrete

cum

11239.00

07.8.8.2

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

584.00

07.9

Sunshade, false ceiling : Ground Floor

cum

190.00

07.10

Concrete

sqm.

21.00

07.11

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

19.00

07.12

Stair case slab and steps  upto Ground Floor

cum

194.00

07.13

Concrete

sqm.

49.00

07.14

Formwork/shuttering, prop and necessary supports etc. (steel)

sqm.

41.00

07.15

Waffle or Ribbed floor upto Ground Floor

cum

194.00

07.16

Concrete

sqm.

29.00

07.17

Formwork/shuttering, prop and necessary supports etc. (steel)

   

07.17.1

Add for each addl. floor up to 5th floor

cum

82.00

07.17.2

Add for each addl. floor from 6th floor to 9th floor

cum

109.00

07.17.3

Add for each addl.  floor for 10th floor & above                               

cum

136.00

07.18

Extra rate for RCC work in additional floor: Formwork / shuttering including curing

   

07.18.1

Add for each addl. floor up to 5th floor

sqm.

31.00

07.18.2

Add for each addl. floor from 6th floor to 9th floor

sqm.

46.00

07.18.3

Add for each addl.  floor for 10th floor & above                             

sqm.

62.00

07.19

Extra cost for making ‘as-cast’ surface of the concrete approved and accepted by the Engineer. (formwork cost)

sqm.

308.00

07.20

Supplying, best quality pliable, cold applied pre-formed self adhesive rubberized/ bituminous water proofing membrane of approved brand / origin / manufacturer from an authorized local agent or manufacturer having minimum thickness 1.5 mm, lined with 2 ply cross laminated high density polyethylene film performances and properties all conforming to ASTM standards and laying, placing, fixing on made up firm and dry surfaces free from hollows, sharp protrusions, contaminates etc. laid over-lap by at least 75 mm along the edges and 125 mm at ends ensuring good initial bond with the surfaces all complete under the strict accordance with the manufacturer recommendations and instructions providing all safety provisions in all respects and accepted by the Engineer. (supplied by only manufacturer's  authorised dealer with certificate of origin ) under following specification:

Backing(HDPE) thickness  minimum 0.10mm

Membrane thickness          minimum 1.40mm

Total thickness                   minimum 1.50mm

Cold flexibility greater than (-)200C : ASTM D146

 

 

 

 

 

 

 

07.20.1

Supply and use of water reducing chemical admixture in concrete, complying  ASTM C-494Type - A of approved brand / origin / manufacturer and supplied by only manufacturer's authorised dealer with certificate of origin : The admixture is to reduce quantity of mixing water required for normal workability and to maintain low water-cement (W/C) ratio, for improved concrete quality ensuarance.

liter

189.00

07.20.2

Supply and use of retarding chemical admixture in concrete, complyingASTM C-494 Type - B of approved brand/origin/manufacturer and supplied by only manufacturer's  authorised dealer with certificate of origin :The admixture for retarding setting time of concrete, there by reducing shrinkage in concrete specially for concrete laid in thick layers and intended delayed construction for improved construction joints, re-concreting etc.

liter

195.00

07.20.3

Supply and use of accelerating chemical admixture in concrete, complying ASTM C-494 Type - C of approved brand/origin/manufacturer and  supplied by only manufacturer's  authorised dealer with certificate of origin :  An admixture that is to accelerate the setting time and early strength gain of concrete.

liter

200.00

07.20.4

Supply and use of water-reducing and retarding chemical admixture in concrete, complying ASTM C-494 Type - D of approved brand/origin/manufacturer and  supplied by only manufacturer's  authorised dealer with certificate of origin : The admixture to reduce the quantity of mixing water required to produce concrete of given consistency, i.e. low water-cement (W/C) ratio and intend to retard setting time of concrete, specially for layered, thick laid concrete etc.

liter

183.00

07.20.5

Supply and use of water-reducing and accelerating chemical admixture in concrete, complying ASTM C-494 Type - E of approved brand/origin/manufacturer and  supplied by only manufacturer's  authorised dealer with certificate of origin : The admixture to reduce the quantity of mixing water required to produce concrete of given consistency, i.e. low water-cement (W/C) ratio and intend to accelerate setting time of concrete, and early strength gain in concrete etc.

liter

207.00

07.20.6

Supply and use of water-reducing high range chemical admixture in concrete, complying ASTM C-494 Type - F of approved brand/origin/manufacturer and  supplied by only manufacturer's  authorised dealer with certificate of origin : The admixture required to produce concrete of consistency by 12% or greater (flowing concrete) and for higher strength of concrete.

liter

225.00

07.20.7

Supply and use of water-reducing high range and retarding chemical admixture in concrete, complying ASTM C-494 Type - G of approved brand/origin/manufacturer and  supplied by only manufacturer's  authorised dealer with certificate of origin :The admixture required to produce concrete of consistency by 12% or greater (flowing concrete) and for higher strength of concrete and intend to retard setting time of concrete.

liter

171.00

07.21

Supplying, best quality pliable, cold applied pre-formed self adhesive rubberized/ bituminous water proofing membrane of approved brand / origin / manufacturer from an authorized local agent or manufacturer having minimum thickness 1.5 mm, lined with 2 ply cross laminated high density polyethylene film performances and properties all conforming to ASTM standards and laying, placing, fixing on made up firm and dry surfaces free from hollows, sharp protrusions, contaminates etc. laid over-lap by at least 75 mm along the edges and 125 mm at ends ensuring good initial bond with the surfaces all complete under the strict accordance with the manufacturer recommendations and instructions providing all safety provisions in all respects and accepted by the Engineer. (supplied by only manufacturer's  authorised dealer with certificate of origin ) under following specification:

Backing(HDPE) thickness  minimum 0.10mm
Membrane thickness          minimum 1.40mm
Total thickness                   minimum 1.50mm
Cold flexibility greater than (-)200C : ASTM D146
Pliability: "No crack"  tested in ASTM D146
Tensile Strength(film only)  min 3.50MPa( 35000kN/m2) testing in ASTM D882
Tensile strength (composite)  at least 2.40MPa or N/mm2
Elongation (composite)  min 300%
Cycling Over Crack at (-) 320C   No effect 100cycles  ASTM C836-89a
Puncture Resistance greater than 240N   ASTM E 154-88
Resistance to Hydrostatic Head at least 50m  ASTM D5385
Tear Resistance  min 4.0Mpa (N/mm2)
Adhesion to Primed Concrete min 4.0N/mm : ASTM D1000
Water Vapor Transmission  Less than 0.10g/m2 per hour : ASTM E96
Water absorption in 24 hour  Less than 0.33% ASTM D570
Heat Stability  (+) 900C   Environmental Complience to conform : ASTM D543

   

07.21.1

Water-proofing membrane on external surface of primed vertical or inclined wall /on plastered and primed back-wall and concrete cast against membrane.
(Excluding cost of back fill/brick wall on back/plaster when membrane laid on back-wall and concrete cast against membrane which to be paid as per corresponding items in this schedule)

sqm.

956.00

07.21.2

Water-proofing membrane on made up surface below the floor or below the horizontal surfaces with temporary protective cover using polysterene/1.5" thick sand-cement mortar in 4:1 /or by equally effective alternative. (Rate is excluding the cost of protective cover which to be paid as per corresponding items in this schedule)

sqm.

855.00

07.21.3

Water-proofing membrane on the floor or on the horizontal surfaces with permanent protective cover & wearing coarse.(Rate is excluding the cost of protective cover and wearing coarse which to be paid as per corresponding items in this schedule)

sqm.

891.00

07.22

20 mm thick water-proofing work in masonry or on concrete surface with sand-cement mortar mixed with specified admixture (supplied from authorized local agent or from manufacturer comply with ASTM/BS/IS requirements, confirming current compliance of the admixture to specification requirements like physical properties, uniformity and equivalence in composition, performance requirements, delivered in sealed containers having and confirming plainly marked the proprietary name of the admixture type under this specification, net weight and or volume, manufacturing and expiry date, shelve life, non aggressiveness to environment and metals in concrete etc.) under the strict accordance with manufacturer recommendations / instructions and providing safety provisions in all respect etc. on sound, firm surfaces all complete including cleaning the surface from dust, loose particles, remains of oil, grease etc. all complete approved and accepted by the Engineer. (Cement: CEM-II/A-M)

sqm.

508.00

08

M.S. FABRICATION, EXPANSION JOINT IN RCC WORKS & BEARING JOINT

 

 

08.1

Supplying, fabrication, and fixing  to details as per design : Ribbed or deformed bar reinforcement for Reinforced Cement Concrete, produced and marked in accordance with BDS ISO 6935 - 2: 2006 (or standard subsequently released from BSTI)including straightening and cleaning rust, if any, bending and binding in position with  supply of G.I. wires, splices or laps what so ever etc. complete in all respects and accepted by the Engineer ( Measurement shall be recorded  only on Standard Mass per Unit length of Bars, while, dia of bars exceeds its standard)

   

08.1.1

Grade 300 ( RB 300 : complying BDS ISO 6935-2:2006) ribbed or deformed bar produced and marked according to Bangladesh Standard  with minimum yield strength, fy (ReH)=  300MPa,but fy not exceeding 314MPa and what ever is the yield strength within allowable limit as per BNBC sec 8.3.3.5 / ACI 318-11 sec 21.1.5.2, the ratio of  ultimate tensile strength fu to yield strength fy, shall be at least 1.25 and minimum elongation after fracture and minimum total elongation at maximum  force is 17% and 8% respectively : up to ground floor

Per kg

81.91

 08.1.2

Grade 400 (RB 400 / 400W: complying BDS ISO 6935-2:2006) ribbed or deformed bar produced and marked according to Bangladesh Standard, with minimum yield strength, fy (ReH)= 400 Mpa but fy not exceeding 418MPa and what ever is the yield strength within allowable limit as per BNBC sec 8.3.3.5 /ACI 318-11 sec 21.1.5.2, the ratio ultimate tensile strength fu to yield strength  fy, shall be at least 1.25 and  minimum elongation after fracture and minimum total elongation at maximum  force is 16% and 8% respectively : up to ground floor

Per kg

85.00

08.2

Extra rate for M.S. Fabrication work in additional floor shall be incorporated in the estimate

   

08.2.1

Add for each addl. floor up to 5th floor

Per kg

0.39

08.2.2

Add for each addl. floor from 6th floor to 9th floor

Per kg

0.77

08.2.3

Add for each addl.  floor for 10th floor and above   

Per kg

1.15

08.3

Mild steel Grade 250 with minimum fy = 250 MPa work in roof truss: supplying and fabrication of mild steel sections as per design. Hoisting, fitting and fixing in position with bolts and nuts or rivets or welded and providing two coats of anti-corrosive paint over a prime coat of red oxide paint etc. complete and accepted by the Engineer.
(Measurement to be given for Truss member only).

Per kg

125.00

08.4

Supplying fan hook 300-grade ( RB300) of 16 mm diameter M.S. rod (one meter straight length) having rounded hook at the middle of bar in proper size so as to be concealed within fan cup including fabrication and fitting fixing in all floor accepted by the Engineer.

each

103.00

08.5

Constructing expansion joints 25 mm / 38 mm gap in R.C.C. floor or roof slab or beam provided with “V” folded copper/ aluminium water stop sheet with loop notch and inserted 75 mm concrete shoulders, the gap being filled up with mixture of hot applied bituminous sealing compound etc. all complete and accepted by the Engineer.
(Rate is excluding the cost of floor shoulders and floor finishes).

   

08.5.1

With copper sheet

rm.

1745.00

08.5.2

With Aluminum sheet

rm.

1461.00

08.5.3

With Aluminium sheet and 6 mm x 75 mm size M.S. plate.

rm.

2399.00

08.6

Supplying, fitting and fixing PVC water stopper at RCC construction joint in basements providing 1.5" x 2.5" wooden batten at the top and bottom of water stopper, binding in place with GI wires etc.

rm.

850.00

08.7

Supplying, fitting and fixing 10" wide 16 SWG Aluminium Sheet water stopper in construction joint of RCC vertical.

rm.

286.00

08.8

Providing bearing joints fixed or free with 250 x 375 x 10 mm M.S. (Grade - A36) shoe plate fitted in the truss angles with 16 mm diameter M.S. rod counter sunk rivets, welded and anchored to 250 x 375 x 10 mm .M.S shoe plate by two Nos. 19 mm dia M.S. “U” rod embedded in the bed of the lintel around the reinforcement, cleaning and greasing the joints for all floors etc. all complete and accepted by the Engineer.

each

3146.00

09

PILE WORK AND PILE TEST

Unit

UnitRate

09.1

Boring/drilling for cast in situ pile up to the required depth and diameter with minimum 6 m long temporary steel casing, true to vertical, providing bentonite slurry and maintaining water level in the hole, washing the hole for at least 30 minutes, clean the bore-hole and make the bore- hole ready for placing steel cage and concreting including hire charge of rig set with winch machine, tripod stand, trimie pipe, cost of fuel, lubricant, mobilization, demobilization, maintenance, spares, stand-byes, insurance coverage, water, electricity and other charges all compete approved and accepted by the Engineer.Before commencing boring operation Contractor shall submit the method statement of cast-in-situ pile work including sequence of boring and casting, disposal of spoils, test result of materials to the Engineer for approval. However, Engineer’s approval shall not relieve the Contractor of his responsibilities and obligations under contract.

   

09.1.1

400 mm dia

   

09.1.1.1

Depth up to 20 m

rm

536.00

09.1.1.2

Additional rate for each additional meter beyond 20 m up to 29 m

rm

4.00

09.1.2

450 mm dia

   

09.1.2.1

Depth up to 20 m

rm

680.00

09.1.2.2

Additional rate for each additional meter beyond 20 m up to 29 m

rm

5.00

09.1.3

500 mm dia

   

09.1.3.1

Depth up to 20 m

rm

839.00

09.1.3.2

Additional rate for each additional meter beyond 20 m up to 29 m

rm

7.00

09.1.4

550 mm dia

   

09.1.4.1

Depth up to 20 m

rm

1014.00

09.1.4.2

Additional rate for each additional meter beyond 20 m up to 29 m

rm

8.00

09.1.5

600 mm

   

09.1.5.1

Depth up to 20 m

rm

1209.00

09.1.5.2

Additional rate for each additional meter beyond 20 m up to 29 m

rm

9.00

09.2

Removing of spoils / mud accumulated during boring for cast in situ pile by wash boring from working site to a safe distance by contractors own arrangement i.e. with container set in truck or on cart including loading, unloading everything complete as per standard practice. (Quantity should be given three times of solid volume of boring)

cum

378.00

09.3

Cast in situ pile with reinforced cement concrete works of high slump by adding high range water reducing admixture (ASTM C494 Type A or F complying item 7.20.1 or 7.20.6) with minimum cement content relates to mix ratio 1 : 1.5 : 3 having minimum f'cr = 26 Mpa, and satisfying a specified compressive strength f’c = 21 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM1, 52.5N (52.5MPa) / ASTM-C 150 Type – I, best quality coarse sand [Sylhet sand or coarse sand of equivalent F.M.2.2], 20 mm down well graded crushed stone chips conforming to ASTM  C-33, including breaking chips, screening through proper sieves, making, placing re-bar cage in position, placing and removing tri-pod as per requirement, pouring the concrete in bore-hole with the help of a trimie pipe, maintaining the trimie pipe immersed in concrete by at least 1 meter throughout the period of concreting, maintaining required slump, etc. mixing the aggregates with standard mixer machine with hoper, casting in forms, all complete including water, electricity, testing of materials and concrete etc and other charges as per design, drawing etc all complete approved and accepted by the Engineer.(Rate is excluding the cost of reinforcement and its fabrication, binding, welding , placing and admixture ( approx doses 150 to 250ltr per bag of cement which  to fix by mix design) )

cum

11578.00

09.4

Providing and makingpoint welding at contact point of the spiral binders at reasonable intervals with the main reinforcements by electric arc welding for construction of cast in situ bored pile carefully with highly oxidized electrodes making the points prominent and accepted by the Engineer (rate is inclusive of all materials labour, tools and plants, electricity and all equipment).

point

3.9

09.5

Providing and making welded splice over two sides of contact by welding of minimum 300 mm length at the lap of main reinforcement in re-bar cage to be placed in bore-hole where necessary by electric arc welding with highly oxidized electrodes making the joint prominent and accepted by the Engineer. (rate is inclusive of all materials labour, tools and plants, electricity and all equipment).

rm of weld

472.83

09.6

Labour for breaking head of hardened cast in situ bored pile/pre-cast pile up to a required length by any means but without damaging the rest and removing the dismantled materials such as concrete to a safe distance including scraps and cleaning concrete from steel/M.S. rods, straightening and bending of pile bars, preparation and making platform where necessary, carrying, all sorts of handling, stacking the same properly after clearing, leveling and dressing the situ and clearing the bed etc. complete in all respects and accepted by the Engineer.
(Measurement will be given for the actual pile head volume to be broken)

cum

3603.00

09.7

Conducting static load test as per ASTM D1143 or equivalent standard for the cast-in-situ/pre-cast pile providing required scaffolding, bracing, jacks, pressure test gauge, loading unloading, Kentledge and other plants and equipment including staging, mobilization, demobilization, hire charge, gunny bags, sand and filling sacs/gunny bags for loading, record readings and preparation of results in standard forms and other incidental charges per standard practice and procedures including submission of load test report, furnishing all graph and chart etc. complete in all respects approved and accepted by the Engineer (Minimum two cyclic loading; one at service load and another cycle at double the load of service load then to continue loading till failure of the pile).Before commencing load test, Contractor shall submit method statement for conducting load test to the Engineer for approval. However, Engineer’s approval shall not relieve the Contractor of his responsibilities and obligations under Contract.

Load Test and Report shall be conducted under the supervission of a professional Geotechnical Engineer registered in BPERB or Geotechnical Firm registerd in PWD.

Boring and Pouring logs / Driving logs of Piles and Method statement shall be the part of load test report.(Rates on Load test under the supervision of Experts in the  laboratory of unversities and HBRI can be found in Chapter-32)

   

09.7.1

For 25 tonne load 1 No. of test

Per test

53423.00

09.7.2

For 75 tonne load for 1 No. of test

Per test

100856.00

09.7.3

For 125 tonne load for 1 No. of test

Per test

138368.00

09.7.4

For 175 tonne load for 1 No. test

Per test

198458.00

09.7.5

For  225 tonne load for 1 No. test

Per test

245302.00

09.7.6

For  275 tonne load for 1 No. of test

Per test

293566.00

09.8

Rate for increamental loading

 

 

09.8.1

For intermediate loading from 25 tonne to 75 tonne for each additional tonne

Per tonne

1050.83

09.8.2

For intermediate loading from 75 tonne to 125 tonne for each additional tonne.

Per tonne

1050.83

09.8.3

For intermediate loading from 125 tonne to 175 tonne for each additional tonne.

Per tonne

1050.83

09.8.4

For intermediate loading from 175 tonne to 225 tonne for each additional tonne.

Per tonne

1050.83

09.8.5

For intermediate loading from 225 tonne to 275 tonne for each additional tonne.

Per tonne

1050.83

09.9

Pre-cast pile made in reinforced cement concrete with minimum cement content relates to mix ratio 1:1.5:3 having minimum f'cr = 30 Mpa, and satisfying  specified compressive strength f’c = 25 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM1, 52.5N (52.5MPa) / ASTM-C 150 Type – I, best quality coarse sand (F.M.2.2), 20 mm down well graded stone chips conforming to ASTM C-33,  mixing in standard mixture machine and fed by standard measuring boxes, including all related works like cost of breaking chips, screening through proper sieves, cleaning and washing, centering and shuttering with M.S sheet, M.S angle, F.I bar, nuts and bolts, champering edges if so,    preparation of casting beds, laying polythene there in, placing reinforcement cages in position, casting, compacting by vibrators and tapered rods as where necessary, curing for 28 days etc. cost of water, electricity and other charges, providing fitting fixing  pile shoe in position as per design and drawing, tools, plants & equipments, mobilization, demobilization, hire charge of driving set, labour, test of materials and concrete etc. all complete as per design, drawing and accepted by the Engineer. (Rate is excluding the cost of reinforcement and its fabrication, binding, welding and placing)

   

09.9.1

250 mm x  250 mm size pre-cast pile (1:1.5:3) with stone chips

rm

850.00

09.9.2

300 mm x  300 mm size pre-cast pile (1:1.5:3) with stone chips

rm

1176.00

09.9.3

360 mm x  360 mm size pre-cast pile (1:1.5:3) with stone chips

rm

1520.00

09.9.4

Pile shoe as per design and drawing

each

2559.00

09.10

Mobilization and demobilization of drop hammer type pre-cast pile driving rig.

Per set per site

3417.00

09.11

Driving  250 mm x 250 mm size pre-cast pile with drop hammer type rig, and maintaining Driving Log in prescibed format Before commencing driving operation, Contractor shall submit method statement for carrying the driving operation including sequence of driving to the Engineer for approval. However, Engineer’s approval shall not relieve the Contractor of his responsibilities and obligations under contract.

   

09.11.1

Up to 6 m

rm

322.00

09.11.2

From above 6 m to 12 m

rm

354.00

09.11.3

From above 12 m to 15 m

rm

389.00

09.12

Driving 300 mm x 300 mm size pre-cast pile with drop hammer type rig and maintaining Driving Log in prescibed format. Before commencing driving operation, Contractor shall submit method statement for carrying the driving operation including sequence of driving to the Engineer for approval. However, Engineer’s approval shall not relieve the Contractor of his responsibilities and obligations under contract.

   

09.12.1

Up to 6 m

rm

483.00

09.12.2

From above 6 m to 12 m

rm

531.00

09.12.3

From above 12 m to 15 m

rm

584.00

09.13

Driving 360 mm x 360 mm size pre-cast pile with drop hammer type rig and maintaining Driving Log in prescibed format. Before commencing driving operation, Contractor shall submit method statement for carrying the driving operation including sequence of driving to the Engineer for approval. However, Engineer’s approval shall not relieve the Contractor of his responsibilities and obligations under contract.

   

09.13.1

Up to 6 m

rm

623.00

09.13.2

From above 6 m to 12 m

rm

685.00

09.13.3

From above 12 m to 15 m

rm

754.00

09.13.4

From above 15 m to 18 m

rm

898.00

09.14

Mobilization and demobilzation of automatic diesel hammer mounted complete rig set.

Per set per site

177757.00

09.15

Driving 250 mm x 250 mm size pre-cast pile by rig fitted with automatic diesel operated hammer and maintaining Driving Log in prescibed format. Before commencing driving operation by rig fitted with automatic diesel operated hammer, Contractor shall submit method statement for carrying the operation including sequence of driving to the Engineer for approval. However, Engineer’s approval shall not relieve the Contractor of his responsibilities and obligations under contract.

rm

597.00

09.16

Driving 300 mm x 300 mm size pre-cast pile by rig fitted with automatic diesel operated hammer and maintaining Driving Log in prescibed format. Before commencing driving operation by rig fitted with automatic diesel operated hammer, Contractor shall submit method statement for carrying the operation including sequence of driving to the Engineer for approval. However, Engineer’s approval shall not relieve the Contractor of his responsibilities and obligations under contract.

rm

818.00

09.17

Driving 360 mm x 360 mm size pre-cast pile by rig fitted with automatic diesel operated hammer and maintaining Driving Log in prescibed format. Before commencing driving operation by rig fitted with automatic diesel operated hammer, Contractor shall submit method statement for carrying the operation including sequence of driving to the Engineer for approval. However, Engineer’s approval shall not relieve the Contractor of his responsibilities and obligations under contract.

rm

895.00

09.18

Pre-cast driven micro-pile with reinforced cement concrete works with minimum cement content relates to mix ratio 1:1.25:2.5 having minimum f'cr = 35 Mpa, and satisfying a specified compressive strength f’c = 30 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM1,52.5N (52.5MPa) / ASTM-C 150 Type – I, best quality coarse sand (F.M.2.5) and 20 mm down well-graded stone chips conforming to ASTM C-33, mixing in standard mixture machine with hoper and fed by standard measuring boxes, including cost of breaking chips, screening through proper sieves, cleaning and washing, centering and shuttering with M.S sheet, M.S angle, F.I bar, nuts and bolts, preparation of bed, laying polythene, placing of reinforcement cage, casting, compacting by vibrators and tapered rods, curing for 28 days etc. including cost of water, electricity and other charges, providing pile shoe as per design and drawing, driving the pile up to the design depth as per standard practice or specified method providing head cushion, all equipments including mobilization, demobilization and hire charge of driving set, shampering, test of materials and concrete etc. including carrying all complete approved and accepted by the Engineer.(Rate is excluding the cost of reinforcement and its fabrication, binding, welding and placing and driving pile)

   

09.18.1

180 mm x180 mm x  7.6 m Pile with reinforced cement concrete (1 : 1.25 : 2.5) with stone chips

rm

463.00

09.18.2

205 mm x 205 mm x 7.6 m Pile with reinforced cement concrete (1 : 1.25 : 2.5) with stone chips

rm

576.00

09.18.3

Driving of  180 mm x 180 mm x 7.6 m  Pre-cast Pile,and maintaining Driving Log in prescibed format

rm

170.00

09.18.4

Driving of 205 mm x 205 mm x 7.6 m Pre-cast Pile, and maintaining Driving Log in prescibed format

rm

200.00

09.19

PDA(Pile Driving Analyzer)Test : Conducting High Strain Dynamic Testing of piles by an expert &  licensed usre of the software(s) as per ASTM D4945, providing all relevant materials ,equipment,experts,labors,mobilization and demobilization,data acquisition, CAPWAP analysis, preperation of resultsin standard formsetc. complete in all respects, approved and accepted by the engineer, where, report shall contain relevant pile log, prevailing soil investigation report at the place, copy of expertise & licensing.

   

09.19.1

PDA test upto 200 metric ton as ultiumate pile capacity : only one  pile at a site to test in single run

each

162377.00

09.19.2

PDA test upto 200 metric ton as ultiumate pile capacity : upto two  pile at a site to test in single run

each

148060.00

09.19.3

PDA test upto 200 metric ton as ultiumate pile capacity : upto three  pile at a site to test in single run

each

135426.00

09.19.4

PDA test upto 200 metric ton as ultiumate pile capacity : upto four  pile at a site to test in single run

each

124253.00

09.19.5

 

PDA test upto 200 metric ton as ultiumate pile capacity : five  pile at a site to test in single run(Each successive rates for more than five test piles at a site in single run may be asked)

each

114349.00

09.20

PIT (Pile integrity test) : Conducting low strain dynamic testing of pile as per ASTM D5882-The standard method for low-strain integrity testing of pile by a qualified and approved PIT expert, preparing pile heads and providing all relevant materials, equipment, experts, labour, mobilization, demobilization, data acquisition and analysis, preparation of results in standard forms and compiling final report with recommendations on the tests etc. complete in all respects approved and accepted by the Engineer. (Report shall contain driving log / Boring and pouring logs, Graphs & Statement on "Calliberation Pile" (pile that tested for its capacity and PIT done eralier on it, at a place of known soil profiles), Soil investigation report.  (Caliberation pile shall be made and tested first).

Method statement for conducting PIT shall be submitted the Engineer for approval, and shall be the part of PIT report, However, Engineer's approval shall not relieve the contractor of his responsibilities and obligations under contract.

   

09.20.1

Mobilization & demobilization within 100km of Dhaka to site and PIT on12(twelve) Piles or less

upto 1st 12pile

24021.00

09.20.2

Additional charge on Mobilization & demobilization beyond 100km off Dhaka to site

per km

30.00

09.20.3

For PIT test of each additional pile after 12(twelve) pile tested.

per pile

1201.00

09.21

Pre-cast spliced pile jointing by supplying, fitting, fixing prefabricated square shaped two steel caps made up by 6mm thick ASTM A36 complied M.S plate, sides formed by bent in channel shape to have only two line of joinery on faces, having min 50 mm dia hole on its web; capping by min 12 mm thick ASTM A36 complied M.S plate shaping the edges in 45°, having min 40 mm dia hole at centre to pass 25 mm M.S bar 433 mm in length; jointed at channels root by welding; caps fitted with 2 nos BDS ISO 6935-2009: B420 DWR complied d20 U-bar 1244mm in length by welding, equidistance from centre holes of cap and shall have min 75 mm clear from pile faces; and finally, the system be fitted in correct alignments on pile head positions waiting for concreting; both the pile heads fitted with the steel caps be welded together through v-notehes in field, while one of the companion segment of piles drived in ground and other one placed over it maintaining true verticality; all complete as per direction and stepwise  approval leading to final approval of Engineer in charge.

   

09.21.1

X-sec of pre cast pile segments :16"x16"     

each

13568

09.21.2

X-sec of pre cast pile segments :14"x14"     

each

11777

09.21.3

X-sec of pre cast pile segments :12"x12"      

each

10159

09.22

Pile Driving by Hydraulic Static Pile Driver

 

 

09.22.1

Driving pre-cast pile made in square cut ends(tip) without shoe of any size in the range, 250mmx250mm to 450mmx450mm having pile segment up to 21.0m in length; by Hydraulic Static Pile driver of approx. 180.00 tonne (metric ton) capacity; arranged with necessary cranes, power source, maintaining driving log and record of pressure exerted on piles driven in to desired RL or Capacity level ; complete in all respect including  mobilizing  demobilizing of machines & equipment, handling of piles, dressing & leveling of site, way making, surveying, layout setting etc ended with  the submission of pile driving report in three copies duly signed by professional engineer  and approved by the engineer.

per rm

932

09.22.1.1

Making Pre-Cast Piles with Square Cut ends with lengths  upto 21.0m in reinforced cement concrete works having minimum cement content relates to mix ratio 1:1.5:3, leading minimum f'cr = 30 Mpa, and satisfying  specified compressive strength f’c = 25 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM1,52.5N(52.5MPa) / ASTM-C 150 Type – I, best quality coarse sand (F.M.2.2), 20 mm down well graded stone chips conforming to ASTM C-33,  mixing in standard mixture machine fitted with hopper and fed by standard measuring boxes, including all related works like cost of breaking chips, screening through proper sieves, cleaning and washing, centering and shuttering with M.S sheet, M.S angle, F.I bar, nuts and bolts, champering edges if so,    preparation of casting beds, laying polythene there in, providing reinforcement & placing fitting fixing in position, casting concrete, compacting by vibrators and tapered rods as where necessary, curing for 28 days etc. cost of water, electricity and other charges,  as per design and drawing, tools, plants & equipments, mobilization, demobilization, labour, test of materials and concrete etc. complete in all respect as per design, drawing and accepted by the Engineer.

per  cum

22807.04

10

C.I. SHEET ROOFING & SAFTEY CANOPY

 

 

10.1

Supplying, fitting and fixing 0.457 mm thick corrugated galvanized iron sheet (Bangladesh made) having min weight 63-65 kg per bundle (2'-6" width 70 – 72 rft long) fitted and fixed on M.S. sections with 'J' hook or wooden purlin with screws, limpet washers and putty etc. all complete and accepted by the Engineer.

   

10.1.1

Galvanized C.I. sheet:

sqm

585.00

10.1.2

Coloured C.I. sheet:

sqm

588.00

10.2

Supplying, fitting and fixing 1.5 mm thick fiber glass sheet roofing fitted and fixed on M.S. sections with 'J' hook or wooden purlin with screws, limpet washers and putty etc. all complete and accepted by the Engineer.

sqm

1240.00

10.3

0.27 mm thick galvanized iron plain sheet ridging with 300 mm lap on either side fitted and fixed with galvanized bolts and nuts etc. all complete and accepted by the Engineer.

   

10.3.1

Galvanized

rm

356.00

10.3.2

Colored

rm

397.00

10.4

1.5 mm thick plain fiberglass sheet ridging with 300 mm lap on either side fitted and fixed with galvanized bolts and nuts etc. all complete and accepted by the Engineer.

rm

618.00

10.5

Saftey Canopy: Supplying temporary safety canopy & around construction work place where public safety is possibly be endangered due to constructional activities, which shall be made of aligning truss system of steel sections at 1800 mm c/c as maximum and making flooring system by corrugated galvanized iron sheets of approx 0.45mm thick. Placed on steel sections aligned perpendicular to truss at 900 mm c/c as maximum. All fitted. Fixed in position providing necessary anchors, cables, wires, ties etc. by standard anchoring & welding, nut-bolts etc, all complete and certified for safe and accepted by the Engineer

sqm

1531.00

11

WOOD WORK IN DOOR AND WINDOW FRAME, ROOF TRUSS AND RAILINGS

 

 

11.1

Supplying and making door and window frames (Chowkat) for all floors with matured natural seasoned wood of required size including painting two coats of coal tar to the surface in contact with wall, fitting and fixing in position etc. complete and accepted by the Engineer. (All sizes of wood are finished).

   

11.1.1

Garjan/ Jam/ Local sal

cum

122093.00

11.1.2

Mehgoni

cum

117144.00

11.1.3

Silkarai

cum

159093.00

11.1.4

Teak Chambal /Jarul

cum

173938.00

11.1.5

Chittagong Teak

cum

243217.00

11.2

Supplying, fitting and fixing M.S. flat bar clamp of 225 x 38 x 6 mm size having bifurcated ends to door and window frames with necessary screws and encasing inside the wall with cement concrete (1:2:4) etc. complete and accepted by the Engineer.

each

86.00

11.3

Supplying, fitting and fixing M.S. flat bar clamp 150 x 38 x 6 mm size having bifurcated ends to door and window frames with rowel plug, necessary screws etc. including cutting groove in Chowkat if necessary etc. complete in all respect accepted by the Engineer.

each

89.00

11.4

Supplying, fitting and fixing double leaf door frame for all floors with 38 x 38 x 6 mm M.S. angle fitted with 250 mm long 6 Nos. of iron clamps of same size (with one end bifurcated) with the vertical members of the frame, fixing the frame in wall with cement concrete (1:2:4), mending good the damages, fixing 6 Nos. of 100 mm size iron hinges with the vertical members of the frame all complete including cutting, sizing, welding, fabricating, carrying from work-shop to site and local carriage, curing etc. complete as per plan and drawing and accepted by the Engineer.

rm

563.00

11.5

Supplying, fitting and fixing of door frame for single leaf in all floors with 38 x 38 x 6 mm M.S. angle, fixing 130 mm long 6 Nos. of iron clamps of same size (with one end bifurcated) with the vertical members of the frame, fixing the frame in wall with cement concrete (1:2:4), mending good the damages, fixing 4 Nos. of 100 mm size iron hinges with the vertical members of the frame all complete including cutting, sizing, welding, fabricating, carriage from workshop to site including local carriage, curing etc. as per plan and drawing etc. all complete and accepted by the Engineer.
(Running meter of the doorframe will be considered towards measurement).

rm

554.00

11.6

Supplying seasoned wood and making roof truss of any size with wall plates as per design in/c supplying, fabricating and hoisting, scaffolding, fitting and fixing in position with bolts, nuts, coal tarring in 2 coats etc. all complete and accepted by the Engineer.
(All sizes of wood are finished).

   

11.6.1

Garjan / Jam/ Local Sal wood

cum

105986.00

11.6.2

Mehgoni

cum

101532.00

11.6.3

Silkarai (Chittagong)/Chickrashi

cum

141615.00

11.7

Supplying and making seasoned wooden hand rail of stair case etc. including necessary molding with proper corner finishing as per design, fitted and fixed in position in all floors etc. all complete and accepted by the Engineer.

   

11.7.1

Silkarai / Chickrashi

cum

155849.00

11.7.2

Chittagong Teak

cum

231560.00

11.7.3

Mehgoni

cum

115766.00

11.7.4

Local Sal

cum

120220.00

12

DOOR-WINDOW SHUTTER & FLY PROOF WIRE-NET SHUTTER

 

 

12.1

Supplying, fitting and fixing 38 mm thick well matured, seasoned (min 10" wide plank) solid wood single leaf door shutter having top rail style of sections 100 mm x 38 mm, lock rail 125 x 38 mm and bottom rail 225 x 38 mm. Closed joints with 25 mm x 12 mm size wooden peg and provided with best quality 4 Nos. 100 mm iron hinges 2 (two) Nos. best quality 12 mm dia 300 mm and 200 mm long iron tower and socket bolts, 2 (two) Nos. heavy type nickel plated handle, hinged cleats, buffer blocks and finished by sand papering etc. all complete  in all floors and accepted by the Engineer.(All sizes of wood are finished)

   

12.1.1

Kathal

sqm

6840.00

12.1.2

Gamari

sqm

6242.00

12.1.3

Teak Chambal

sqm

8534.00

12.1.4

Chittagong Teak

sqm

11324.00

12.1.5

Chapalish

sqm

6541.00

12.2

Supplying, fitting and fixing 38 mm thick well matured, natural seasoned (min 10" wide plank) solid wood single leaf flush door shutter having a frame of top lock and bottom rail of sections 100 mm x 12 mm styles 100 mm x 38 mm covered with 100 mm x 12 mm plank, screwed to each face and provided with best quality 4 Nos. 100 mm iron hinges, 2 (two) Nos. best quality 12 mm dia 300 mm and 200 mm long iron tower and socket bolts, 2 (two) Nos. heavy type nickel plated handles, hinged cleats, buffer blocks and finished by sand papering etc. all complete  in all floors and accepted by the Engineer.(All sizes of wood are finished)

   

12.2.1

Kathal

sqm

5886.00

12.2.2

Gamari

sqm

5354.00

12.2.3

Teak Chambal

sqm

7393.00

12.2.4

Chittagong Teak

sqm

9875.00

12.2.5

Chapalish

sqm

5620.00

12.3

Supplying, fitting and fixing 38 mm finished well matured, natural seasoned (min 10" wide plank) woodenornamental special design (equivalent hatil) both sides single panel flush door shutter with top and middle rail 150 mm x  38mm bottom rail 225 mm x 38 mm and style 125 mm x 38 mm, having vertical panels 175 mm x 38 mm in./c minimum 12 mm lap to each panel providing 4 nos, best quality 100 mm brass hinges, 12 mm dia best quality 200 mm & 300 mm brass socket and tower bolts 2(two) now heavy type best quality brass handle hinges cleats, wooden buffer blocks in/c supply of necessary nails and screws finished by making design by machine finished etc. all complete  in all floors and accepted by the Engineer (Ctg. teak wood).

sqm

14344.00

12.4

Supplying, fitting and fixing 38 mm thick well matured, natural seasoned (min 10" wide plank) woodendouble leaf panel door shutters. Top rail and styles of sections 100 mm x 38 mm, lock rail 125 mm x 38 mm and bottom rail 225mm x 38 mm, paneling 38 mm thick both sides raised, provided with best quality 6 Nos. 100 mm iron hinges, 2 (two) Nos. best quality 12 mm dia 300 mm and 225 mm long iron tower and socket bolts, 2 (two) Nos. heavy type nickel plated handle, 1 No. hatch-bolt hinged cleats, buffer blocks and finished by sand papering, necessary screws etc. all complete  in all floors and accepted by the Engineer.(Double leaf. All sizes of wood are finished)

   

12.4.1

Kathal

sqm

8242.00

12.4.2

Gamari

sqm

7496.00

12.4.3

Teak Chambal

sqm

10358.00

12.4.4

Chittagong Teak

sqm

13844.00

12.4.5

Chapalish

sqm

7869.00

12.5

Supplying, fitting and fixing 38 mm thick well matured, natural seasoned (min.10" wide plank) woodendouble leaf panel door shutters. Top rail and styles of sections 100 mm x 38 mm. lock rail 125 mm x 38 mm and bottom rail 225 mm x 38 mm. paneling 25 mm thick one side raised, provided with best quality 6 nos. 100 mm iron hinges, 2 (two) Nos. best quality 12 mm dia 300 mm and 200 mm long iron tower and socket bolts, 2 (two) Nos. heavy type nickel plated handles, 1 No. hatch-bolt hinged cleats, buffer blocks and finished by sand papering, necessary screws etc.  all complete  in all floors and accepted by the Engineer.
(Double leaf. All sizes of wood are finished)

   

12.5.1

Kathal

sqm

7172.00

12.5.2

Gamari

sqm

6535.00

12.5.3

Teak Chambal

sqm

8976.00

12.5.4

Chittagong Teak

sqm

11947.00

12.5.5

Chapalish

sqm

6854.00

12.6

Supplying, fitting and fixing 38 mm finished thick well matured, natural seasoned (min. 10" wide plank) woodengrooved single panel flush door shutters with top and middle rail 100 mm x 38 mm, bottom rail 225 mm x 38 mm and style 100 mm x 38 mm, having vertical panels 100 x 38 mm including keeping 6 mm x 12 mm even groove all around and minimum 12 mm grooved lap to each panel. Providing 4 Nos. best quality 100 mm iron hinges, 12 mm dia best quality 200 mm and 300 mm iron socket and tower bolts, 2 (two) Nos. heavy type best quality nickel plated handle hinged cleats, wooden buffer blocks including supply of necessary nails and screws, finished by sand papering etc. complete in all respect in all floors as per drawing and as per standard practice and accepted by the Engineer. (All sizes of wood are finished).

   

12.6.1

Kathal

sqm

7934.00

12.6.2

Gamari

sqm

7228.00

12.6.3

Chittagong Teak

sqm

13223.00

12.6.4

Chapalish

sqm

7581.00

12.7

Supplying, fitting and fixing 36 mm thick and having density 400 kg/cum solid particle board single leaf flush door for all floors for internal use made of well matured mechanical seasoned Rubber (Malaysian timber) or other approved wooden frame having finished size 35 x 50 mm around upon which 1.2 mm thick veneer (total two Nos. of veneers one of 0.7 mm horizontally made of gorjon and another of 0.5 mm vertically made of Burma Teak or Champa or Chapalish or Garjan wood) with necessary screws are pested on each side by mechanized process and provided with best quality 4 Nos. 100 mm iron hinges, 2 Nos. best quality 12 mm iron dia 300 mm and 225 mm long iron tower and socket bolts, 2 (two) Nos. heavy type nickel plated handles, hinged cleats, buffer blocks etc. complete and accepted by the Engineer.

   

12.7.1

Burma Teak veneered

sqm

5061.00

12.7.2

Champ veneered

sqm

3831.00

12.7.3

Chapalish veneered

sqm

3818.00

12.7.4

Garjan veneered

sqm

3519.00

12.8

Manufacturing and supplying, fitting, fixing well matured, natural seasoned (min 10" wide plank) wooden fixed louver shutters having 62 x 125 mm frame and inner horizontal wooden louver 150 x 25 mm size spaced @ 50 mm c/c fixed with frame in grooves including cost of screws, nails, 12 mm x 12 mm size wooden bit, preparing the surface by sand papering etc. complete in all respect as per drawing and accepted by the Engineer.(All sizes of wood are finished).

   

12.8.1

Gamari

sqm

9594.00

12.8.2

Chittagong Teak

sqm

20620.00

12.8.3

Chapalish

sqm

10242.00

12.9

Supplying, fitting and fixing well matured, natural seasoned (min 10” wide plank) wooden glazed ventilator louver shutters for all floors having wooden outer frame of section 62 x 125 mm (finished) with 62 x 125 mm (finished) size vertical divider with inner 50 mm x 38 mm shutter and with 3 Nos. horizontal 38 mm x 38 mm sash bar in each part and inner horizontal glazed louver of size 150 x 6 mm (local) fixed in frame @ 154 mm c/c by cutting grooves in the frame including cost of screws, wooden bit, pivots, sand papering, cutting glass to required size etc. all complete as per design, drawing and as per standard practice and accepted by the Engineer.(All sizes of wood are finished).

   

12.9.1

 Gamari

sqm

6491.00

12.9.2

Teak Chambal

sqm

9417.00

12.9.3

Chittagong Teak

sqm

12979.00

12.9.4

Chapalish

sqm

6873.00

12.10

Supplying fitting and fixing 38 mm thick well matured, natural seasoned (min 10" wide plank) wooden  door shutters for all floors having styles and rails of section 150 mm x 38 mm and 5 mm glass panes fitted and fixed with wooden batten, putty and nails including supplying and fitting and fixing 50 mm dia best quality round door lock. 12 mm dia, 1200 mm long iron tower bolt and 8 Nos. 100 mm iron hinges to each shutters, 2 Nos. nickel plated handle, hinged cleats, buffer blocks, screws, finished with necessary sand papering and putty works etc. complete and accepted by the Engineer.(All sizes of wood are finished).

   

12.10.1

Chittagong Teak

sqm

8016.00

12.10.2

Silkarai

sqm

6112.00

12.11

Supplying, fitting and fixing 25 mm thick well matured natural seasoned (min 10” wide plank) Kathal wood door and window shutters for all floors having 75 x 25 mm ‘Z’ battens, provided with best quality 3 Nos. 100 mm iron hinges, 2 Nos. 62 mm dia iron ring fitted with nuts, 2 Nos. best quality 12 mm dia, 300 mm and 225 mm long iron tower and socket bolts, hinged cleats, buffer blocks, screws and finished with sand papering in all floors etc. complete and accepted by the Engineer.
(All sizes of wood are finished).

sqm

5505.00

12.12

Supplying, fitting and fixing 38 mm thick well matured natural seasoned (min 10" wide plank) wood glazed window shutters for all floors having horizontal and vertical sections of 87 x 38 mm and sash bar 38 x 38 mm fitted with 3 mm glass panes with putty and nails and provided with best quality 4 Nos. 75 mm iron hinges, 2 (two) Nos. best quality 12 mm dia 250 mm and 150 mm long iron tower and socket bolts, nickel plated handles 225 mm long catch hooks or hinged cleats, buffer blocks, necessary screws and finished with sand papering for all floors etc. complete and accepted by the Engineer.(All sizes of wood are finished).

   

12.12.1

Kathal

sqm

5567.00

12.12.2

Gamari

sqm

5125.00

12.12.3

Teak Chambal

sqm

6820.00

12.12.4

Chittagong Teak

sqm

8882.00

12.12.5

Chapalish

sqm

5346.00

12.13

Supplying, fitting and fixing 38 mm thick well matured, seasoned (min 10" wide plank) wood window shutter one third glazed and two third raised paneling on both sides and 38 mm thick for all floors having horizontal and vertical sections of 87 mm x 38 mm and sash bars 38 x 38 mm fitted with 3 mm glass panes with putty and nails and provided with best quality 4 Nos. 75 mm iron hinges. 2 (two) Nos. best quality 12 mm dia 250 mm and 150 long iron tower and socket bolts, nickel plated handles, 225 mm long catch hooks or hinged cleats, buffer blocks and finished by sand papering for all floors etc. complete and accepted by the Engineer.(All sizes of wood are finished).

   

12.13.1

Kathal

sqm

8126.00

12.13.2

Gamari

sqm

7333.00

12.13.3

Teak Chambal

sqm

10374.00

12.13.4

Chittagong Teak

sqm

14077.00

12.13.5

Chapalish

sqm

7729.00

12.14

Seasoning of timber in a recognized mechanical timber seasoning plant up to a moisture content of 12% - 16% by weight as measured by a electric moisture meter or any other moisture measuring device etc. complete in all respect including loading, unloading, carriage at both ends accepted by the Engineer.

cum

16203.00

12.15.1

Supplying, fitting and fixing steel glazed window shutter for all floors with frames as per design having 25 x 25 x 5 mm angle section for Chowkat and shutters and 50 x 25 x 5 mm T- section used for vertical member and 25 x 5 mm F.I. bar for making box (combining with angle) and 25 x 19 x 5 mm Tee used for glass divider etc. including all cost of charges for welding, riveting etc. supplying all essential fittings, like iron hinges, plate handle, pin-stopper, adjustable cleat and clamps, fitting and fixing the frame including. supplying, fitting, fixing 3 mm glass panes by pucca putty and making necessary holes in walls and R.C.C works and necessary fitting with C.C. (1:2:4) and mending good the damages including. all cost of carriage, workshop charges,  electricity, and labour for fittings, fixing, curing etc. all complete and accepted by the Engineer.

sqm

5572.00

12.15.2

Supplying, fitting and fixing M.S. door shutter made with 1.5” x 1.5” x ¼” angle outer frame, inner member 1” x ¼” F.I. bar, cladding with 16 BWG M.S. sheet, hinged with 2” x 2” x ¼” M.S. angle Chowkat.

sqm

5828.00

12.16

Supplying, fitting and fixing steel glazed window shutter for all floors with frames as per design having 19 x 19 x 19 x 3 mm Z-section in frame and 19 x 3 mm F.I. bar for making T-section for horizontal dividers of shutters and 25 x 3 mm F.I. bar for middle vertical members of frame including all cost of charges for fabrication and manufacture by welding riveting etc. supplying all essential fittings like 2 Nos. stopper, handle, 150 mm long 3 Nos. adjustable cleats, iron pins, hinges, 150 mm long 4 Nos. clamps, for fitting frame including supplying, fitting, fixing 3 mm glass panes by pucca putty and  making necessary holes in brick and R.C.C. wall or member as necessary filling with C.C. (1:2:4) and mending good the damages including all cost of carriage, electricity, workshop charges and labour in fitting, fixing etc. all complete as per drawing and design and accepted by the Engineer.

   

12.16.1

With provision for fan-light (total wt of grill without glass panes is min 28.13 kg for 15 sft)

sqm

3549.00

12.16.2

Without provision for fan-light (total wt of grill without glass panes is min 24.84  kg for 15  sft)

sqm

3304.00

12.17

Manufacturing, supplying fitting and fixing of fixed glazed frame for all floors with outer member of 19 x 19 x 19 x 3 mm Z-section and vertical and horizontal dividers of 19 x 19 x 3 mm T-section including all cost of fabrication and welding, supplying and fixing of 19 x 19 x 3 mm angle clamps of 150 mm length (with one end bifurcated) of required Nos, with the frame, fixing the frame in wall with (1:2:4) cement concrete in the hole for clamp after making necessary grooves, supplying and fixing of 3 mm glass panes with pucca putty, mending good all damages, painting iron face with two coats of synthetic enamel paint over a coat of anti-corrosive priming to approved colour and quality etc. cost of electricity, workshop charges, carriage etc. all complete as per drawing and accepted by the Engineer. [Rate is excluding the cost of painting]
(Scope of work of this item is in staircase and over partition wall etc.)

sqm

3156.00

12.18

Supplying, fitting and fixing 25 mm thick wooden double leaf fly proof wire mesh window shutter for all floors with 75 x 25 mm vertical and horizontal style and sash bar of 38 x 25 mm section provided with 24 B.W.G. G.I wire mesh netting of 20 mesh fitted and fixed with shutter by 12 x 12 mm wooden bit, brass screws, nails etc. including supply of all necessary fittings such as 2 Nos. 150 mm long brass tower and socket bolt of best quality 4 Nos. 75 mm brass hinges, heavy type 2 Nos. 150 mm long catch hook and 100 mm long brass handle 2 Nos. including fitting and fixing the same in position with frame with supply of necessary screws and nails etc. complete and accepted by the Engineer.(All sizes of wood are finished)

   

12.18.1

Kathal

sqm

4740.00

12.18.2

Teak Chambal

sqm

5542.00

12.18.3

Chittagong Teak

sqm

6864.00

12.19

Supplying, fitting and fixing of well matured louver shutter having 75.50mm x 38mm size all around frame and inner horizontal wooden louver blade 65mm x 20mm spaced @ 38mm c/c, fixed with frame in grooves including cost of nails, handle, tower bolt, screws (brass fitting) etc. all complete in all respect as per drawing and direction of the Engineer in charge.

sqm

14259.00

12.20

Supplying, fitting and fixing 3" X 3/4" Chittagong Teak wood moulding bit as per design etc. all complete approved and accepted by the Engineer.

rm

1090.00

12.21

Extra cost for using brass/ SS fittings in place of iron fittings in doors & windows for all floors (super quality local).

   

12.21.1

Brass fittings of door

sqm

479.00

12.21.2

SS fittings of door

sqm

292.00

12.21.3

Brass fittings of windows

sqm

823.00

12.21.4

SS fittings of windows

sqm

562.00

12.22

Supplying, fitting and fixing of made in hydraulic door closer (big size) including all necessary tools and accessories etc. all complete approved and accepted by the Engineer.

each

2521.00

12.23.1

Supplying, fitting and fixing MORTICE door lock approved and accepted by the Engineer.

each

1620.00

12.23.2

Supplying, fitting and fixing Rim/ round door lock approved and accepted by the Engineer.

each

962.00

12.24

Supplying, fitting and fixing of best quality magnetic door shock absorber including all necessary tools and accessories etc. all complete approved and accepted by the Engineer

each

272.00

12.25

Supplying, fitting and fixing best quality heavy type 19 mm dia and to 300 mm long brass hasp bolt including cutting grooves in door shutter and frames, screws etc. all complete approved and accepted by the Engineer.

each

403.00

13

WINDOW GRILL, VERANDAH GRILL & NETTING

 

 

13.1

Supplying, fitting and fixing window grills made of 16 mm dia M.S. rod @ 100 mm c/c fitted with 3 (three) Nos. horizontal M.S. flat bar (38 x 6 mm) including fabrication, welding, riveting, cost of electricity, workshop charges, carriage, fixing with pre-placed clamps in walls/RCC member for all floors etc. complete and accepted by the Engineer.(Total weight per sqm should be approx.  22.8 kg and add or deduct @ Tk. 35.00 for each kg excess or less respectively)

sqm

2161.00

13.2

Supplying, fitting and fixing window grills of any design made of mild steel section approx. 20 x 3 mm) with outer frame of approx 25 x 6 mm) F.I. bar fabricating, welding, cost of electricity, workshop charges, carriage, fixing with pre-placed clamps in walls or RCC member, all necessary tools and plants etc complete for all floors and accepted by the Engineer.(Total weight per sqm should be approx 11.0 kg. and add or deduct @ Tk. 140 for each kg. excess or less respectively)

sqm

1545.00

13.3

Supplying, fitting and fixing window grills of any design made with approx 20 x 5 mm F.I. bar as inner and outer section; including fabricating, welding cost of electricity and tools and plants etc. complete for all floors accepted by the Engineer.
(Total weight per sqm should be min 12 kg. and add or deduct. @ Tk. 136 for each kg. excess or less respectively)

sqm

1640.00

13.3.1

Supplying, fitting and fixing window grills of any design made with approx 20 x 5 mm F.I. bar as inner members but no outer frame; including fabricating, welding cost of electricity and tools and plants etc. complete for all floors accepted by the Engineer.
(Total weight per sqm should be approx 10 kg. and add or deduct. @ Tk. 152 for each kg. excess or less respectively)

 

1515.00

13.4.1

Supplying, fitting, fixing window grills of any design made with approx 25 x 6 mm F.I. bar as both outer and inner section; including fabrication, welding, cost of electricity workshop charges, carriage, cutting grooves, mending good the damages, tools and plants etc. complete for all floors accepted by the Engineer.(Total weight per sqm should be approx 21 kg. and add or deduct @ Tk. 113 for each kg. excess or less respectively)

sqm

2262.94

13.4.1.1

Supplying, fitting, fixing window grills of any design made with approx 25 x 6 mm F.I. bar as inner section but no outer frame; including fabrication, welding, cost of electricity workshop charges, carriage, cutting grooves, mending good the damages, tools and plants etc. complete for all floors accepted by the Engineer.(Total weight per sqm should be approx 18 kg. and add or deduct @ Tk. 108 for each kg. excess or less respectively)

 

2041.00

13.4.2

Supplying, fitting and fixing window grill made of M.S. section approx 25 x 6mm outer frame and approx 20 x 5mm inner member as per drawing and design approved and accepted by the Engineer.(Total weight per sqm should be min 14 kg. and add or deduct @ Tk. 125 for each kg. excess or less respectively)

sqm

1747.85

13.5.1

Supplying, fitting and fixing window grill made of approx12mm x 12mm M.S. solid bar 140mm c/c with outer frame of approx 38 x 6mm F.I. bar as per design approved and accepted by the Engineer.

sqm

2416.00

13.5.2

Supplying, fitting and fixing window grill made of approx 10mm x 10mm M.S. solid bar 140mm c/c with outer frame of approx 38 x 6mm F.I. bar as per design approved and accepted by the Engineer.

sqm

2159.00

13.5.3

Supply, fitting and fixing window grill made of approx 12 x 12mm hollow M.S. box made of minimum 16 BWG M.S. sheet @ 100mm c/c with outer frame of 38 x 6mm F.I. bar as per drawing approved and accepted by the Engineer.

sqm

2206.00

13.6

Supplying, fitting and fixing window grills made of mild steel section 25 mm x 3 mm including fabrication, welding, cost of electricity, workshop charges, carriage, fixing with pre-placed clamps in walls or RCC member, all necessary tools and plants etc complete for all floors and accepted by the Engineer.
(Total weight per sqm should be min  0.81 kg. and add or deduct @ Tk. 59.00 for each kg. excess or less respectively)

sqm

1629.00

13.7

Supplying, fitting and fixing veranda grill made of 10 mm dia M.S. rods provided 75 mm c/c in any position both ways as per design with outside frame 25 x 25 x 6 mm M.S. angle including fabricating welding in each point painting 2 coats of synthetic enamel paint over a coat of anti-corrosive priming including cost of electricity, tools and plants, workshop charges, carriage of the same including cutting groves in the R.C.C. or brick work, mending good the damages with C.C. (1:2:4) etc. complete for all floors accepted by the Engineer. [Rate is excluding the cost of painting]
(Total weight per sqm should be min 57.68 kg. and add or deduct @ Tk. 35.00 for each kg. excess or less respectively)

sqm

2080.00

13.8

Supplying, fitting and fixing and fixing verandah grills made of 3/8” dia M.S. rod placed @ 3” c/c both ways fitted with outer frame of M.S. angle 1” x 1” x ¼”  as per drawing and approved and accepted by the Engineer.

sqm

2353.00

14

ALUMINIUM DOOR, WINDOW FRAME ANDTINTED GLASS

 

 

14.1

Supplying fitting and fixing of Aluminium swing door with spandrel as per the U.S. Architectural Aluminium Manufacturer’s Association (AAMA) standard specification having 1.8 mm thick wall frame size 101.60 mm. 44.45 mm. 83.21 mm). 2.33 mm thick shutter size (54 mm, 46 mm), 0.99 mm thick door glass bit (size 16.54 mm. 14.49 mm 0.115 kg/m), 2.5 mm thick clousure section (size 101.60 mm, 42.93 mm 1.2 mm), 106.60 mm clousure cover (0.45 kg/m), 4 mm thick floor bottom (size 101.60 mm. 12.70 mm 1 kg/m), 1.8 mm thick shutter bottom (size 82.6 mm, 43.99 mm, 0.60 kg/m), 1.8 mm thick shutter top (size 51 mm, 43.99 mm, 1.88 kg/m) and 2.3 mm to 4.01 mm thick handle (size 101.60 mm, 38.10 mm, 25.40 mm short, 1.35 kg/m) section of all aluminum members will be anodized to aluminium bronze/silver colour with a coat not less than 15 micrones in thickness and density of 4 mg per square cm etc. including all accessories like swing  door clousure, swing door lock, swing door mohiar, labour charge, fabrication, fitting fixing in position, carriage and electricity charge keeping provision for fitting 5 mm thick glass including neoprene sealant etc. complete in all respect as per drawing and accepted by the Engineer.

(Total weight min 23 kg/m2) 

   

14.1.1

S.S colour

sqm

6148.00

14.1.2

Bronze colour

sqm

6052.00

14.1.3

Silver colour

sqm

5913.00

14.2

Supplying fitting and fixing of Aluminium swing door as per the U.S. Architectural Aluminium Manufacturer’s Association (AAMA) standard specification having 1.8 mm thick wall frame size 101.60 mm. 44.45 mm. 83.21 mm). 2.33 mm thick shutter size (54 mm, 46 mm), 0.99 mm thick door glass bit (size 16.54 mm. 14.49 mm 0.115 kg/m), 2.5 mm thick clousure section (size 101.60 mm, 42.93 mm 1.2 mm), 106.60 mm clousure cover (0.45 kg/m), 4 mm thick floor bottom (size 101.60 mm. 12.70 mm 1 kg/m), 1.8 mm thick shutter bottom (size 82.6 mm, 43.99 mm, 0.60 kg/m), 1.8 mm thick shutter top (size 51 mm, 43.99 mm, 1.88 kg/m) and 2.3 mm to 4.01 mm thick handle (size 101.60 mm, 38.10 mm, 25.40 mm short, 1.35 kg/m) section of all aluminum members will be anodized to aluminium bronze/silver colour with a coat not less than 15 micrones in thickness and density of 4 mg per square cm etc. including all accessories like swing  door clousure, swing door lock, swing door mohiar, labour charge, fabrication, fitting fixing in position, carriage and electricity charge keeping provision for fitting 5 mm thick glass including neoprene sealant etc. complete in all respect as per drawing and accepted by the Engineer.

(Total weight min 23 kg/m2)

   

14.2.1

S.S colour

sqm

5966.00

14.2.2

Bronze colour

sqm

5890.00

14.2.3

Silver colour

sqm

5781.00

14.3

Supplying, fitting and fixing of Aluminium composite swing doors with fixed partition as per the U. S. Architectural Aluminium Manufacturer’s Association (AAMA) standard specification having 1.5 mm thick wall frame (size101.60, 44.45 mm, 0.86 kg/m),  1.8 mm  thick shutter side (size 54 mm, 46 mm, 1.2  kg/m ), 1 mm thick door glass bit (size 16.54 mm, 14. 49 mm, 0.115 kg/m), 1.8 mm thick closure section (size 101.54 mm,  42.93 mm, 1.20 kg/m), 1.5 thick closure cover (101.60 mm, 0.45 kg/m), 4 mm thick floor bottom (size 101.60 mm, 12.70 mm, 1 kg/m), 1.8 mm thick shutter bottom (size 86.60 mm, 43.99 mm , 0.60  kg/m), 1.8 mm thick shutter top (size 51 mm,  43.99 mm, 1.88 kg/m) 2.3mm to 4.01mm thick handle (short) (size 101.60 mm, 38.10 mm, 25.40 mm, 1.35 kg/m), 1.5 mm thick top and  side (size 101.60 mm, 44.45 mm, 1.3 kg/m), 1.50 mm thick bottom (size 101.35 mm, 44.45 mm, 1.10 kg/m), 1.50 mm thick bottom cover (44.32 mm, 19.61mm, 0.392 kg/m), 1.50 mm thick grouve cover size 83.21 mm, 16.00 mm, 0.57 kg/m),  0.99 mm thick fixed glass protector (size 39.09 mm, 14.81 mm, 0.188 kg/m),  0.99 mm thick fixed glass protector bit (size 15.75 mm, 14.81 mm, 0.13 kg/m) section of all aluminium members will be anodized to aluminium bronze/silver colour  with a coat not less 15 microns in thickness and density of 4 mg per square cm etc. (Total weight  min 69.699 kg) keeping provision for 5mm  of  glass panes with cost including all accessories like swing door clouser, swing door lock , swing door mohair, flush bolt , bolts and nuts including sealants, labour charge for fitting , fixing by angles, screws,  mohiar, washer, machinery, cost of fabrication, making the grooves, mending good the damages, electricity  etc. complete in all respect as per drawing and accepted by the Engineer.

   

14.3.1

S.S colour

sqm

3085.00

14.3.2

Bronze colour

sqm

3040.00

14.3.3

Silver colour

sqm

2982.00

14.4

Supplying, fitting and fixing of Aluminium sliding doors as per the U.S. Architectural Aluminium Manufacturer’s Association (AAMA) standard specification having 1.2 mm thick outer bottom (size 75.50 mm, 17.79 mm, 0.528 kg/m), 1.2 mm thick outer top (size 75.50 mm, 26.80 mm, 0.78 kg/m) 1.2 mm thick shutter top (size 33 mm, 26.80 mm, 0.536 kg/m), 1.2 mm shutter bottom (size 60 mm, 24 mm, 0.736 kg/m), 1.2 mm thick  outer side(size 75.50 mm, 19.90 mm, 0.616 kg/m) 1.5 mm thick shutter lock (size 49.20 mm, 26.20 mm, 0.661 kg/m), 1.2 mm thick inter lock (size 34.40 mm, 32.10 mm, 0.665 kg/m), 1.2 mm thick shutter divider (size 31.75 mm, 0.535 kg/m) sections all aluminium members (Total weight 14.789 kg) will be anodized to aluminium bronze/silver colour with a coat not less than 15 microns in thickness  and density of  4 mg per square cm etc. including all accessories like handle,  sliding door key lock , sliding door wheel, sliding door mohiar, sliding door neoprene, bolts and nuts including sealants, keeping provision  for fitting 5mm thick glass including  labour charge for fitting of accessories, making grooves and mending good damages, carriage, and electricity  complete in all respect as per drawing and accepted by the Engineer.Size up to:  2100 mm x 2100 mm

   

14.4.1

S.S colour

sqm

2447.00

14.4.2

Bronze colour

sqm

2413.00

14.4.3

Silver colour

sqm

2366.00

14.5

Supplying, fitting and fixing of Aluminium sliding doors as per the U.S. Architectural Aluminium Manufacturer’s Association (AAMA) standard specification having 1.2 m mm thick outer bottom (size 75.50 mm, 17.79 mm, 0.528 kg/m), 1.2 mm thick outer top (size 75. 50 mm, 26.80 mm 0.78 kg/m), 1.2 mm thick shutter top (size 33 mm, 26.80 mm, 0.536 kg/m), 1.2 mm thick shutter bottom (size 60 mm, 24 mm, 0.736 kg/m), 1.2 mm thick side (size 75.50 mm, 19.90 mm, 0.616 kg/m), 1.2 mm thick sliding fixed side (31 mm, 26 mm , 0.422 kg/m) 1.2 mm thick  shutter lock (size 49.20 mm , 26. 20 mm , 0.661 kg/m), 1.2 mm thick inter lock (size 34.40 mm, 32.10 mm, 0.665 kg/m) 1.2 mm thick shutter divider (size 31.75 mm, 0.535 kg/m) and 1.4 mm to 1.5 mm thick spandrel (7.14 mm, 0.70 kg/m) sections all aluminium members (total weight 19.72 kg) will be anodized to aluminium bronze/silver colour with a coat not less than 15 microns in thickness  and density of  4 mg per square cm etc. including all accessories like sliding door key lock, sliding door whee , sliding door  mohiar, sliding door neoprene, bolts and nuts including sealants, keeping provision  for fitting 5mm thick glass including  labour charge for fitting of accessories, making grooves and mending good damages, carriage, and electricity  complete in all respect as per drawing and accepted by the Engineer.Size up to: 1800 mm x 2100 mm

   

14.5.1

S.S colour

sqm

3336.00

14.5.2

Bronze colour

sqm

3282.00

14.5.3

Silver colour

sqm

3223.00

14.6

Supplying, fitting and fixing of Aluminium sliding window as per the U.S. Architectural Aluminium Manufacturer’s Association (AAMA) standard specification having 1.2 mm thick outer bottom (size 75.50 mm, 32mm), 1.2 mm thick outer top (size 75.50 mm, 16.80 mm), 1.2 mm thick shutter top (size 33 mm.26.80, 22 mm), 1.2 mm thick shutter bottom (size 60mm, 24.40 mm), 1.2 mm thick outer side (size 75.50 mm,19.90 mm), 1.2 mm thick sliding fixed side (size 31 mm, 26 mm),1.2 mm thick shutter lock (size 49.20 mm 26.20 mm) and 1.2 mm thick inter lock (size 34.40 mm, 32.10 mm) sections all aluminium members (total weight kg/sqm) will be anodized to aluminium bronze/silver colour with a coat not less than 15 micron in thickness and density of 4 mg per square cm etc. including all accessories like sliding door key lock, sliding door wheel, sliding door mohiar, sliding door neoprene, bolts and nuts including sealants, keeping provision for fitting 5 mm thick glass including labour charge for fitting of accessories, making grooves and mending good damages, carriage, and electricity complete in all respect as per drawing and accepted by  the Engineer.

   

14.6.1

Size up to: 1500 mm x 1400 mm. (total weight minimum 9.081 kg)

   

14.6.1.1

S.S colour

sqm

2728.00

14.6.1.2

Bronze colour

sqm

2681.00

14.6.1.3

Silver colour

sqm

2620.00

14.6.2

Size up to: 900 mm x 1400 mm (total weight minimum 7.409 kg)

   

14.6.2.1

S.S colour

sqm

3682.00

14.6.2.2

Bronze colour

sqm

3620.00

14.6.2.3

Silver colour

sqm

3537.00

14.7

Supplying, fitting and fixing of Aluminium sliding composite window with mosquito mesh as per the U.S. Architectural Aluminium Manufacturer’s Association (AAMA) standard specification having 1.2 mm thick outer bottom (size 95.00 mm, 38 mm, 0.870 kg/m), 1.2 mm thick outer top (size 95.00 mm, 28.50 mm, 0.97kg/m), 1.2 mm thick shutter top (size 33 mm, 26.80 mm, 22 mm, 0.536 kg/m), 1.2 mm thick shutter bottom (size 60 mm, 24.40 mm, 0.736 kg/m), 1.2 mm thick outer side (size 95.00 mm, 19.50 mm, 0.738 kg/m), 1.2 mm thick shutter lock (size 49.20 mm, 26.2 mm, 0.661 kg/m), 1.2 mm thick shutter lock (size 34.40 mm, 32.10 mm, 0.665 kg/m), 1.2 mm thick mesh section (size 42.20 mm, 13.20 mm 0.460 kg/m), all aluminium members (total weight 12.79 kg) will be anodized to aluminium bronze/silver colour with a coat not less than 15 micron in thickness  and density of 4 mg per square cm etc. including all accessories like sliding door key lock, sliding door wheel, sliding door mohiar, sliding door neoprene, bolts and nuts including sealants, keeping provision for fitting fiber mesh  including labour charge for fitting of accessories, making grooves and mending good damages, carriage, and electricity  complete in all respect as per drawing and accepted by the Engineer.

   

14.7.1

Size up to:  1524 mm x 1372 mm

   

14.7.1.1

S.S colour

sqm

4143.00

14.7.1.2

Bronze colour

sqm

4072.00

14.7.1.3

Silver colour

sqm

3991.00

14.7.2

Size up to: 1280 mm  x 1372 mm

   

14.7.2.1

S.S colour

sqm

4678.00

14.7.2.2

Bronze colour

sqm

4600.00

14.7.2.3

Silver colour

sqm

4509.00

14.7.3

Size up to: 762 mm x 610 mm

   

14.7.3.1

S.S colour

sqm

9564.00

14.7.3.2

Bronze colour

sqm

9424.00

14.7.3.3

Silver colour

sqm

9252.00

14.8

Supplying, fitting and fixing of Aluminium fixed composite window as per the U.S. Architectural Aluminium Manufacturer’s Association (AAMA) standard specification having 1.2 mm thick outer bottom (size 75.50 mm, 32 mm, 0.695 kg/m), 1.2 mm thick outer top (size 75.50mm, 26.80 mm, 0.78 kg/m), 1.2 mm thick shutter top (size 33 mm, 26.80 mm, 0.536 kg/m), 1.25 mm thick shutter bottom (size 60 mm, 24.40 mm, 0.736 kg/m), 1.2 mm thick outer side (size 75.50 mm, 19.90 mm, 0.616 kg/m), 1.2 mm thick sliding fixed side (size 31 mm, 26 mm, 0.422 kg/m), 1.2 mm thick shutter lock (size 49.20 mm, 26.20 mm, 0.661 kg/m), 1.2 mm thick inter lock (size 34.40 mm, 32.10 mm 0.665 kg/m) 1.2 mm thick bottom cover (size 37.78 mm, 31.78 mm, 0.313 kg/m), 1.2 mm thick grouve cover (76.20 mm, 38.10 mm, 0.912 kg/m), 1.2 mm thick grouve cover ( size 57.15 mm, 15.80 mm, 0.452 kg/m) and 1.2 mm thick top and side (size 76.20 mm, 38.10 mm, 0.3 kg/m) sections all aluminium members (total weight 12.297 kg) will be anodized aluminium bronze/silver colour with a coat not less than 15 micron in thickness and density of 4 mg per square cm etc. including all accessories like sliding door key lock, sliding door wheel, sliding door mohiar, sliding door neoprene, bolts and nuts including sealants, keeping provision for fitting 5 mm thick glass including labour charge for fitting of accessories, making grooves and mending good damages, carriage, and electricity complete in all respect as per drawing and accepted by the Engineer.Size up to: 1500mm x 2100 mm.

   

14.8.1

S.S colour

sqm

2918.00

14.8.2

Bronze colour

sqm

2870.00

14.8.3

Silver colour

sqm

2771.00

14.9

Supplying, fitting and fixing of Aluminium top hung/casement windows as per the U.S. Architectural Aluminium Manufacturer’s Association (AAMA) standard specification having 1.2 mm thick casement outer (size 38.86 mm, 36.36 mm, 0.395kg/m), 1.9 mm thick casement shutter (size 47.62 mm, 28.57 mm, 0.692 kg/m), and 1.245 mm thick shutter glass clip (size 15.87 mm, 27 mm, 0.188 kg/m) sections of all aluminium members will (total weight 7.584 kg) be anodized to aluminium bronze/silver colour with a coat not less than 15 micron in thickness and density of 4 mg per square cm etc. including all accessories 4-bar hinge, casement handle, bolts and nuts keeping provision for fitting 5 mm thick glass including labour charge for fitting of accessories, making grooves and mending good damages, carriage, and electricity complete in all respect as per drawing and accepted by the Engineer.

   

14.9.1

S.S colour

sqm

9629.00

14.9.2

Bronze colour

sqm

9531.00

14.9.3

Silver colour

sqm

9386.00

14.10

Supplying fitting and fixing of Aluminium corrugated curtain wall as per the U.S. Architectural Aluminium Manufacturer’s Association (AAMA) standard specification having 1.2 mm thick bottom cover (size 37.78 mm 31.78 mm, 0.313 kg/m), 1.2 mm thick grouve cover (size 76.20 m 38.10 mm, 0.912 kg/m), 1.2 mm thick grouve cover (size 57.15 mm, 15.80 mm 0.45 kg/m), 1.2mm thick top and side (size 76.2 mm, 57.15 mm, 0.153 kg/m) and 1.8 mm thick spandrel (7.14 mm, 0.70 kg/m) sections of all aluminium members will be anodized to aluminium bronze/silver colour with a coat not less than 15 micron in thickness and density of 4 mg square cm etc. including all accessories like rivet, screws fixed neoprene etc. complete in all respect as per drawing and accepted by the Engineer.

   

14.10.1

Size up to: 3000 mm x 2100 mm (Total weight 50.228 kg)

   

14.10.1.1

S.S colour

sqm

4830.00

14.10.1.2

Bronze colour

sqm

4726.00

14.10.1.3

Silver colour

sqm

4622.00

14.10.2

Size up to: 3000 mm x 750 mm (Total weight 26.136 kg)

   

14.10.2.1

S.S colour

sqm

6143.00

14.10.2.2

Bronze colour

sqm

6021.00

14.10.2.3

Silver colour

sqm

5881.00

14.11

Supplying fitting and fixing of Aluminium fixed fan light as per the U.S. Architectural Aluminium Manufacturer’s Association (AAMA) standard specification mm, 0.313 kg/m) 1.2 mm thick bottom cover (size 76.2 mm, 38.10 mm, 0.76 kg/m) and 2.5 mm thick grouve cover section (size 57.15mm, 15.80 mm, 0.425 kg/m) and 1.2 thick top and side section (76.20 mm, 16 mm, 38.10 mm, 0.961 kg/m) fixed with above mentioned frames and all aluminium members (Total weight 5.365kg) will be anodized to aluminium bronze/silver colour with a coat not less than 15 micron in thickness and density of 4 mg per square cm etc. including all accessories, neoprene, sealant, nut and bolt etc. complete in all respect as per drawing and accepted by the Engineer.

   

14.11.1

S.S colour

sqm

3657.00

14.11.2

Bronze colour

sqm

3606.00

14.11.3

Silver colour

sqm

3405.00

14.12

Supplying fitting and fixing of Aluminium fixed louver as per the U.S. Architectural Aluminium Manufacturer’s Association (AAMA) standard specification having 1.2mm thick wall frame (size 76.20 mm, 38.10 mm, 0.707 kg/m), 5 mm thick louver section (size 55.02 mm, 37.39 mm, 0.22kg/m) and 2.50 mm thick louver outer section (size 39.67 mm, 15.06 mm, 0.265 kg/m) and inner inclined aluminium louver section fixed with above mentioned frame and all aluminium members (total weight 7.992 kg) will be anodized to aluminium bronze/silver colour with a coat not less than 15 micron in thickness and density of 4 mg per square cm etc. including all accessories, neoprene, sealant, nuts and bolts etc. complete in all respect as per drawing and accepted by the Engineer.

   

14.12.1

S.S colour

sqm

6546.00

14.12.2

Bronze colour

sqm

6388.00

14.12.3

Silver colour

sqm

6231.00

14.13

Supplying, fitting, fixing of Aluminium sliding fly proof Netting shutter as per the U.S. Architectural Aluminium Manufacturer’s Association (AAMA) standard specification having 1.2mm thick 38mm x 18mm aluminium outer frame, 1.2mm thick 38mm x 12mmmosquito net shutter frame (mesh section).All aluminium members (total weight 12.79 kg) will be anodized to aluminium SS/ bronze/silver colour with a coat not less than 15 micron in thickness  and density of 4 mg per square cm etc. including all accessories like wheel, sealent, rubber, bolts and nuts keeping provision for fitting fiber mesh  including labour charge for fitting of accessories, making grooves and mending good damages, carriage, and electricity  complete in all respect as per drawing and accepted by the Engineer.

sqm

2069.00

14.14

Supplying, fitting and fixing in Aluminium door frames, windows, partitions and curtain wall distortion free glass of approved quality and shade including cost of fitting fixing all necessary accessories etc. complete in all respect as per drawing and accepted by the Engineer.

   

14.14.1

5 mm thick clear glass

sqm

1077.00

14.14.2

5 mm thick tinted glass

sqm

1310.00

14.14.3

5 mm thick ambushed/ frosted glass

sqm

1224.00

14.14.4

6 mm thick reflecting glass

sqm

1416.00

14.15

Supplying, fabrication and Installation of Approved colour (4 mm thick) Aluminium composite panel (Alucobond/Alcopanel/Alpolic) as per US Architectural Aluminium Manufacturer's Association (AAMA) in column, beam and wall surface providing with 44 x 44 x 1.5 mm aluminum section including supply of necessary hardwares, consumables, scaffolding etc.  fitted with necessary accessories like rivet, screw, Rowel bolt etc. all complete in all respect as per drawing and direction of the Engineer in charge.

sqm

5994.00

14.16

Supplying, fitting and fixing of aluminium curtain wall with aluminium top hung/casement windows as per the US Architectural aluminium Manufacturer's Association (AAMA) Standard Specification having 100 mm , 50mm, 2mm curtain wall sub-mullim outer and inner frame, 15 mm thick casement outer frame (size 38.86 mm 36.6mm), 1.9 mm thick casement shutter (size 47.62mm, 28.57mm,) 1.2 mm thick  shutter glass strips, all aluminium member will be powder coated with coal not less than 1.5 micron in thickness including all accessories 4 bar hinge casement handle, 50 m x 50mm x 6m aluminium angle, steel rowel bolt, screws , rivets norton tape masking tape, structural sealant, gum bracket rod etc. all complete in all respect as per drawing and direction of the Engineer in charge.

sqm

8238.00

14.17

Supplying, fitting and fixing of aluminium curtain wall and aluminium top hung/basement windows ad per the US Architectural aluminium Manufacturer's Association (AAMA) Standard Specification having 50 mm , 50mm, 2mm curtain wall sub-mullim outer and inner frame, 15 mm thick casement outer frame (size 38.86 mm 36.6mm), 1.9 mm thick casement shutter (size 47.62mm, 28.57mm,) 1.2 mm thick  shutter glass strips, all aluminium member will be powder coated with coal not less than 1.5 micron in thickness including all accessories 4 bar hinge casement handle, 50 m x 50mm x 6m aluminium angle, steel rowel bolt, screws , rivets norton tape masking tape, structural sealant, gum bracket rod etc. all complete in all respect as per drawing and direction of the Engineer in charge.

sqm

6901.00

15

CEMENT PLASTER, POINTING WORK & LIME TERRACING

 

 

15.1

Minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:4) with fresh cement to wall both inner-and outer surface, finishing the corner and edges including washing of sand cleaning the surface, scaffolding and curing at least for 7 days, cost of water, electricity and other charges etc. all complete in all respect as per drawing and accepted by the Engineer.(Cement: CEM-II/A-M). Ground floor.

sqm

214.00

15.2

Minimum 12 mm thick cement sand (F.M. 1.2) plaster with neat cement finishing to plinth wall (1:4) with cement up to 150 mm below ground level with neat cement finishing including washing of sand, finishing the edges and corners and curing at least for 7 days, cost of water, electricity and other charges etc. all complete in all respect as per drawing and accepted by the Engineer.(Cement: CEM-II/A-M)Ground floor.

sqm

246.00

15.3

Minimum 12 mm thick cement sand (F.M. 1.2) plaster with neat cement finishing to dado (1:4) with cement up to 150 mm  with neat cement finishing including washing of sand, finishing the edges and corners and curing at least for 7 days, cost of water, electricity and other charges etc. all complete in all respect as per drawing and accepted by the Engineer.(Cement: CEM-II/A-M). Ground floor.

sqm

263.00

15.4

Minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:6) having with fresh cement to wall both inner-and outer surface, finishing the corner and edges including washing of sand cleaning the surface, scaffolding and curing at least for 7 days, cost of water, electricity and other charges etc. all complete in all respect as per drawing and accepted by the Engineer.
(Cement: CEM-II/A-M)
Ground floor.

sqm

198.00

15.5

Minimum 6 mm thick cement sand (F.M. 1.2) plaster (1:4) with fresh cement to ceiling R.C.C. columns, beams, surface of stair case, sunshades, cornices, railings, drop wall, louvers, fins and finishing the corners and edges including washing of sand cleaning the surface, scaffolding and curing at least for 7 days, cost of water, electricity and other charges etc. all complete in all respect as per drawing and accepted by the Engineer.(Cement: CEM-II/A-M). Ground floor.

sqm

186.00

15.6

Minimum 6 mm thick cement sand (F.M. 1.2) plaster (1:3) with fresh cement to ceiling R.C.C. columns, beams, surface of stair case, sunshades, cornices, railings, drop wall, louvers, fins and finishing the corners and edges including washing of sand cleaning the surface, scaffolding and curing at least for 7 days, cost of water, electricity and other charges etc. all complete in all respect as per drawing and accepted by the Engineer.(Cement: CEM-II/A-M). Ground floor.

sqm

191.00

15.7

Flush pointing to brick wall with cement sand (F.M. 1.2) mortar (1:2) with cement including raking out the joints, and necessary scaffolding curing at least for 7 days, cost of water, electricity and other charges etc. all complete in all respect as per drawing and accepted by the Engineer.(Cement: CEM-II/A-M). Ground floor.

sqm

117.00

15.8

Rule pointing to brick wall with cement sand (F.M. 1.2) mortar (1:2) with fresh cement and raking out the joints, scaffolding, curing at least for 7 days, cost of water, electricity and other charges etc. all complete in all respect as per drawing and accepted by the Engineer.(Cement: CEM-II/A-M). Ground floor.

sqm

149.00

15.9

Raised or tack pointing work to brick wall with cement sand (F.M. 1.2) mortar (1:2) with fresh cement minimum 12 x 20 mm in size including raking out the joints and necessary scaffolding, curing at least for 7 days, cleaning each and every brick, cutting the bricks with pumic stone where necessary etc. all complete in all floors, cost of water, electricity and other charges etc. all complete in all respect as per drawing and accepted by the Engineer.(Cement: CEM-II/A-M)Ground floor.

sqm

359.00

15.10

Providing drip course or  Nosing at the edge of sunshade or cornice with cement sand (F.M. 1.2) mortar (1:2) with fresh cement including scaffolding, curing at least for 7 days, cost of water, electricity and other charges etc. all complete in all respect as per drawing and accepted by the Engineer.
(Cement: CEM-II/A-M)
Ground floor.

rm

91.00

15.11.1

Making groove in plaster on outside wallupto 50mm X 6mm size including scaffolding, curing etc. complete as per drawing and accepted by the Engineer.

rm

18.00

15.11.2

Making groove in plaster on outside wallupto 38mm X 6mm size including scaffolding, curing etc. complete as per drawing and accepted by the Engineer..

rm

27.00

15.12

Extra rate for plaster and  all types of pointing shall be incorporated in the estimate

   

15.12.1

Add for each additional floor up to 5th floor.

sqm

11.00

15.12.2

Add for each additional floor from 6th floor to 9th floor

sqm

17.00

15.12.3

Add for each additional floor above 9th floor

sqm

22.00

15.13

Average 100 mm thick finished lime terracing with 20 mm down graded first class brick chips (Khoa), surki from 1st class bricks and min  lime content 500kg per 2.83cubic meter (stone lime brought at site, not being powdered in open air and to be slaked in presence of engineer-in-charge and to be measured in volume three days after slaking for using in the mix) in the proportion 7:2:2 (brick chips : surki : lime) including preparation of the mix on the ground by making a suitable platform under proper polythene cover. Cutting the mix twice daily with limewater (1:10) at least for 7 days until the mix attain desirable consistency. Laying the mix in proper slope, beating the same with standard ‘koppa’ for minimum 7 days to gain maximum consolidation, making ghoondy and neat finishing with lime Surki mortar (1:2) and curing for 21 days providing polythene cover after each day work and cleaning etc. complete in all respect accepted by the Engineer.

cum

12015.00

15.14

Pre-cast ventilators of minimum 25 mm thick of any design with cement sand (F.M.1.2) mortar (1:4) fitted and fixed in position, finished with cement sand (F.M. 1.2) plaster (1:6) including necessary scaffolding and curing, in all floors accepted by the Engineer.(Cement: CEM-II/A-M)

sqm

1777.00

15.15

75 x 75 mm cornice of brick masonry in cement sand (F.M. 1.2) mortar (1:6) having minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:6) including scaffolding and curing at least for 7 days in all floors accepted by the Engineer.(Cement: CEM-II/A-M)

rm

174.00

15.16

 

 

Supplying, fitting, fixing of broken and sharp glass 19 mm to 32 mm height, av. 19 mm width placed at a distance approximately 25 mm center to center spacing, embedding the same to 12 mm to 19 mm thick cement plaster with neat cement finishing including necessary scaffolding approved and accepted by the Engineer.
(Cement: CEM-II/A-M)

sqm

211.00

16

WASHING,  PAINTING, DISTEMPERING, POLISHING & VARNISHING

 

 

16.1

White washing by three coats, lime mixture prepared at least 12 hours before use, slacking stone lime, supply of gums, blue, stirring thoroughly, removing the floating materials from the mixer, surface cleaning to free from all foreign materials before application of each coat, applying one vertical and one horizontal wash for each coat and successive coat is to be applied after drying up of previous coat including hair brass, providing necessary scaffolding and cleaning plinth, floors, doors, windows, portions and ventilators by washing, rubbing, oiling if necessary after white wash for all floors including cost of water, electricity and other charges etc. complete in all respect in all floors and accepted by the Engineer.

sqm.

18.00

16.2

Colour wash with yellow orchard/any other colour pigment by two coats over a prime coat of white wash, lime mixture prepared at least 12 hours before use, slacking stone lime, supply of gums, blue, stirring thoroughly, removing the floating materials from the mixer, surface cleaning to free from all foreign materials before application of each coat, applying one vertical and one horizontal wash for each coat and successive coat is to be applied after drying up of previous coat including hair brass, providing necessary scaffolding and cleaning plinth, floors, doors, windows, portions and ventilators by washing, rubbing, oiling if necessary after white wash for all floors including cost of water, electricity and other charges etc. complete in all respect in all floors and accepted by the Engineer.

sqm.

20.00

16.3

Cement Paint of approved quality and colour delivered from authorized local agent of the manufacturer in a sealed container, made from water based powder mixed with water (1:1), applying first coat, curing the same after six hours for 24 hours, second coat applied and curing the same  for 7 (seven) days etc, taking care and cleaning the surface fully from grease, oily substances, old paints, lime wash, fungus, algae etc., sand papering the surface before applying 1st and 2nd coat, complete including cost of electricity, water and other changes etc. complete in all floors and accepted by the Engineer.

sqm.

128.00

16.4

On exterior surface applying as per manufacturer instructions 3 coat of weather coat of approved quality and colour delivered from authorized local agent of the manufacturer in a sealed container complete in all respect in all floors and accepted by the Engineer.

sqm.

189.00

16.5

On exposed brick surface applying as per manufacturer instructions in 3 coats silicon based water repellent of approved quality delivered from authorized local agent of the manufacturer in a sealed container etc. complete in all respect in all floors and accepted by the Engineer.

sqm.

193.00

16.6

Painting to door and window frames and shutters in two coats with approved best quality and colour of synthetic enamel paint delivered from authorized local agent of the manufacturer in a sealed container,  having highly water resistant, high bondibilty, flexible, using specific brand thinner applied by brass/roller/spray over a coat of priming elapsing time for drying including surface cleaning from dust, oil or dirt, smoothening, finishing and polishing with sand paper and necessary tools, scaffolding, testing charges etc. all complete in all floors approved and accepted by the Engineer.

sqm.

183.00

16.7

Approved best quality and colour synthetic polyvinyl distemper delivered from authorized local agent of the manufacturer in a sealed container, applying to wall and ceiling in 2 coats over a coat of brand specified primer or sealer elapsing specified time for drying/ recoating matt finish including cleaning and sand papering making the surface free from loose and flaky materials, dirt, grease, wax, polish, scraping all chalked and scaled materials, applying the paint by brush/roller and necessary scaffolding etc. all complete in all floors accepted by the Engineer.

sqm.

147.00

16.8.1

Plastic emulsion paint of approved best quality and  colour delivered from authorized local agent of the manufacturer in a sealed container, applying to wall and ceiling in two coats over a coat of brand specified primer or sealer elapsing specified time for drying or recoating including cleaning drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus, mending good the surface defects, sand papering the surface and necessary scaffolding, spreading by brush/ roller/spray etc. all complete in all floors accepted by the Engineer.

sqm.

159.00

16.8.2

Plastic emulsion paint of approved best quality and  colour delivered from authorized local agent of the manufacturer in a sealed container, applying to wall and ceiling in two coats over lime putty of specified brand applied on primer or sealer elapsing specified time for drying/recoating including cleaning drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus, mending good the surface defects, sand papering the surface and necessary scaffolding, spreading by brush/ roller/spray etc. all complete in all floors accepted by the Engineer.
Lime putty to be applied as per manufacturer instructions approved and accepted by the Engineer.

sqm.

221.00

16.9.1

Acrylic emulsion painting (silky finish) of approved best quality and colour delivered from authorized local agent of the manufacturer in a sealed container, applying to wall and ceiling in two coats over a coat of brand specified primer or sealer including cleaning, drying, making free from loose and flaky materials, dirt, grease, wax, removing all chalked and scaled materials, fungus, elapsing specified time for drying, re-coating, flaking paints, mending good the surface defects, sand papering the surface, smoothing by putty and necessary scaffolding, testing charges, applied by brush/roller/spray etc. all complete in all floors accepted by the Engineer.

sqm.

162.00

16.9.2

Acrylic emulsion painting (silky finish) of approved best quality and colour delivered from authorized local agent of the manufacturer in a sealed container, applying to wall and ceiling in two coats over lime putty of specified brand applied on primer or sealer elapsing specified time for drying/recoating including cleaning drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus, mending good the surface defects, sand papering the surface and necessary scaffolding, spreading by brush/ roller/spray etc. all complete in all floors accepted by the Engineer.

sqm.

218.00

16.10

omitted

   

16.11

omitted

   

16.12

Textured paint of approved best quality and colour delivered from authorized local agent of the manufacturer in a sealed container, applying  to wall and ceiling including cleaning, drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus if required must be treated with fungicidal solution, flaking paints, mending good the surface defects, sand preparing the surface and necessary scaffolding, applied by brush/roller/spray etc. all complete in all floors accepted by the Engineer.

sqm.

578.00

16.13

Chlorinated rubber paint of approved quality and colour delivered from authorized local agent of the manufacturer in a sealed container, applying to  concrete surfaces and walls in  three coats elapsing specified time for drying and re-coating including cleaning, drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus (if required must be treated with fungicidal solution) flaking paints, washing the surface with soap water/caustic soda, mending good the surface defects, smoothening the surface by putty sand papering the surface and necessary scaffolding, applied by brush/roller/spray etc. all complete in all floors and accepted by the Engineer.

sqm.

306.00

16.14

French polishing to door and window frames and shutters three coats over a coat of priming including putty, cleaning finishing and polishing with sand paper etc. all complete in all floors accepted by the Engineer.

sqm.

293.00

16.15

Wood varnishing of approved quality and colour delivered from authorized local agent of the manufacturer in a sealed container using brand specified thinner to door and window frame and shutter in three coats, applied with brush including cleaning oil, grease, dirt, making dry, sand papering, if required washing with weak detergent solution, stripping out the colour straps, finishing the surface, etc. all complete in all floors accepted by the Engineer.

   

16.15.1

Yacht

sqm.

147.00

16.15.2

Egg-shell

sqm.

150.00

16.15.3

Matt

sqm.

149.00

17

DRAIN AND APRON

 

 

17.1

Constructing surface drain of 300 mm clear width and depth up to 300 mm in brick masonry with 125 mm thick check wall in cement sand (F.M. 1.2) mortar (1:6) over av. 75 mm thick cement concrete base (1:3:6) over one layer of brick flat soling. The surface having minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:3) and neat cement finishing with cement curing at least for 7 days including excavation in all kinds of soil, back filling with fine sand (F.M. 0.8), consolidating and dressing, cost of water, electricity, other charges etc. complete and accepted by the Engineer.
(Cement: CEM-II/A-M)

rm.

1167.00

17.2

Constructing surface drain of 600 mm (av.) depth and 225 mm clear width at the bottom and 525 mm at the top having 125 mm thick cement concrete (1:2:4) curb up to 300 mm from the bottom over one layer of polythene on top brick flat soling and the side slopes of the remaining 300 mm height provided with 125 mm thick first class brick work in cement mortar (1:6) including minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:3) including neat cement finishing the surfaces and back of the drain up to 150 mm below ground level with fresh cement (conforming to BDS 232) curing at least for 7 days including excavation of all kinds of soil, back filling with fine sand (F.M. 0.8) consolidating and dressing, including cost of water, electricity, other charges etc. complete and accepted by the Engineer.(Cement: CEM-II/A-M)

rm.

2340.00

17.3

Providing apron with 50 mm thick cement concrete (1:2:4) with cement, coarse sand and picked jhama chips including breaking chips and one layer brick flat soling at bottom with first class or picked jhama bricks including cutting earth for preparation of bed and filling the interstices with local sand (F.M. 0.8) including finishing, dressing, curing at least for 7 days etc. all complete, including cost of water, electricity, other charges accepted by the Engineer.(Cement: CEM-II/A-M)

sqm.

832.00

17.4.1

Supplying, laying, fitting fixing best quality  225 mm dia (internal) machine made R.C.C. pipe over 100 mm thick cement concrete (1:3:6) at base and sides including single brick flat soling and gasket with cement mortar (1:4) joints, cutting and filling trenches up to required depth including excavation of soil etc. all complete in all respects as per type plan and accepted by the Engineer (average depth of trench is 3'-6").
(Cement: CEM-II/A-M)

rm.

911.00

17.4.2

do- with  300 mm dia (internal) R.C.C. pipe.

rm.

1188.00

17.5

Supplying, laying and fitting-fixing 900 mm dia RCC pipe of approved quality and accepted by the Engineer. [Rate is excluding cost for excavation, back-fill, materials for back-fill and bedding]

rm.

9661.00

18

FALSE CEILING, WALL PANELING

 

 

18.1.1

Supplying, fitting and fixing plain particle board complying unit wt 499 to 550kg/m3 , bending strength 0.35N/mm2 , max swelling 8% , moisture content not more than 10% , for ceiling of 12 mm thick with best quality and well seasoned Garjan wood frame of section 75 x 38 mm at 600 x 600 mm in grid suspended from ceiling or roof or beam by 12 SWG double ply G.I. wire fixed to the ceiling by rowel plug, screws, hooks, nails etc. maintaining straight lines and desired finished level at bottom face with vertical strut as required including cutting holes in slabs or beams by electric drill machine and mending good the damages, if any, during execution of the work including cost and carriage of all materials, accessories, labour for installation, electricity charge, scaffolding,  screws, nails etc. including. painting 2 coats over a coat of priming with best quality and approved colour synthetic enamel as per item no 16.6 of this schedule of etc. all complete as per drawing design and accepted by the Engineer. (All sizes of wood are finished)

sqm.

2674.00

18.1.2

Supplying, fitting and fixing plain particle board as in itme 18.11 for  ceiling of 12 mm for auditorium and other type of tall structuresbeyond 4 m up to 8 m, which do not cover the above item [Item No. 153(a)]. Description of item is the same as in item No. 153(a) above.

sqm.

2860.00

18.1.3

Supplying, fitting and fixing of ceiling with 12 mm thick melamine board laminated by mechanical hot press with a milk white PVC membrane  in aluminium frame suspended from ceiling.

sqm.

1522.00

18.2.1

Supplying, fitting and fixing gypsum board ceiling of 9 mm thick board laminated by mechanical hot press with a milk white PVC membrane with Aluminium T-bar frame in natural anodized finish at 600 x 600 mm in grid suspended from ceiling by 12 SWG double ply wire fixed to the ceiling by rowel plug, screws, hooks, nails etc. maintaining straight lines and desired finished level a bottom face with vertical wooden strut as required including making holes in slabs, or beams by electric drill machine and mending good the damages, if any, during execution of the work including cost of all materials, electricity, accessories, scaffoldings, labour for installation, screws, nails, etc. all complete as per drawing, design and accepted by the Engineer.

sqm.

1692.00

18.2.2

- do - with 12 mm thick veneered board ceiling.

sqm.

1962.00

18.2.3

Supplying, fitting and fixing of 9 mm thick perforated gypsum 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

sqm.

1751.00

18.3.1

Supplying, fitting and fixing 12 mm thick Burma Teak (BT) Veneered board in walling with best quality and well seasoned Garjan wood frame of section 75 x 38 mm at 600 x 600 mm in grid, fitted and fixed to wall by plugs, nails, screws etc. including treatment of inner surface with termite and damp proofing agent maintaining leveled and finished exposed faces including. making holes in wall and mending good the damages. If any, during execution of the work including. cost and carriage of all materials, electricity, accessories, labour for installation, scaffolding, screws, nails etc. including French polishing 3 coats over a coat of priming as per item No. 137 of the schedule etc. all complete as per design, approved sample and accepted by the Engineer.

sqm.

3379.00

18.3.2

- do - 12 mm thick particle board walling

sqm.

2360.00

19

COLLAPSIBLE GATE, M.S. GATE, ROLLING SHUTTER ETC.

 

 

19.1.1

Manufacturing, supplying, fitting and fixing collapsible gate of any design and shape made of 3/4" x 3/4" x 1/8" channel placed @ 112 mm c/c vertically and connecting the same with each other by 20 x 3 mm M.S flat bar scissors 525 mm/ 600 mm long provided in 3 rows including cutting the different M.S. members to required sizes, fabricating, welding, riveting with required size rivets, providing required size wheels, pulling handles on both sides, suitable locking arrangement, electrodes, grease and finally placing the same in position in between 2 (two) Nos. 50 x 50 x 6 mm M.S. Tee rail made by welding 2 Nos. 50 x 6 mm M.S. flat bar fitted and fixed at top and  bottom with R.C.C. lintel/roof slab, floors and side wall with required Nos. 150 mm to 225 mm long 38 x 6 mm M.S. flat bar clamps one end welded with the gate member and the other end bifurcated and embedded in C.C. at the respective point including cutting holes and mending good the damages by pouring concrete (1:2:4) into the holes and finishing, etc complete, painting 2 (two) coats with approved best quality synthetic enamel paint over a coat of anticorrosive painting,  both end carriage, including greasing, electrodes, curing etc. complete as per drawing and design and accepted by the Engineer.

(Rate is excluding the cost of paint).

sqm.

3531.00

19.1.2

-do- -do- Collapsible gate made of 3/4" x 3/4" x 1/8" M.S. angle as vertical member and 3/4" x 1/8" F.I bar as scissors.

sqm.

4045.00

19.1.3

-do- -do- Collapsible gate made of 1" x 1" x 1/8" M.S. angle as vertical member and 1" x 1/8" F.I bar as scissors.

sqm.

4876.00

19.2.1

Supplying, fitting, fixing, and installation of ordinary type M.S. gate (double leaf) of any design and shape with 38 x 38 x 6 mm M.S. Angle outer frame having 16 mm dia M.S. rod placed vertically @ 75 mm c/c. at bottom part and top part (arrows) and also placed horizontally at bottom for interconnection of 16 mm dia M.S. rod placed vertically as per design, the top part covered with 18 BWG M.S. sheet and fixed with 4 Nos. 38 x 6 mm F.I. bars placed diagonally and 4 Nos. 38 x 6 mm F.I. bars placed horizontally and vertically all passing through the center, providing locking arrangements on 3 mm thick M.S. plate one for main gate and one for minimum 300 x 1025 mm pocket gate with 38 x 38 x 6 mm M.S. angle and 16 mm dia M.S. rod placed vertically @ 75 mm c/c, providing 38 x 38 x 6 mm M.S. angle clamps fitted and fixed with the outer frame of the main gate, the clamp being embedded in R.C.C. or R.C.C. core pillar with cement concrete (1:2:4) in masonry including cutting holes and mending good the damages, finishing, curing etc. including riveting, welding as and where necessary, painting two coats with approved quality of synthetic enamel paint over a coat of priming of anti-corrosive paint etc. all complete as per drawing, design and accepted by the Engineer.(Rate is excluding the cost of paint).

sqm.

5756.00

19.2.2

Manufacturing, supplying and fitting-fixing security door with 7/8” dia M.S. rod and outer frame with 2” x 2” x ¼” M.S. angle complete as per drawing and accepted by the Engineer.

sqm.

10070.00

19.3

Supplying, fitting, fixing, and installation of ordinary type M.S. security gate of any design and shape with 50 x 50 x 6 mm M.S. angle outer frame and two 50 x 50 x 6 mm angle placed diagonally having 22 mm dia M.S. rod placed vertically @ 115 mm c/c. and also 38 x 6 mm F.I placed horizontally, the bottom part covered with 3 mm thick M.S. sheet providing locking arrangements on 3 mm thick M.S. plate providing heavy type clamps fitted and fixed with the outer frame of the main gate, the clamp being embedded in R.C.C. or R.C. core pillar with cement concrete (1:2:4) in masonry including cutting holes and mending good the damages, finishing, curing etc. including fabrication, riveting, welding as and where necessary, etc. all complete as per drawing, design and accepted by the Engineer. 

sqm.

5007.00

19.4

Supplying, fitting, fixing and installation ordinary type M.S. gate (double leaf) of any design and shape with 38 x 38 x 6 mm M.S. angle box (made by welding 2 Nos. 38 x 38 x 6 mm angle) outer frame having 25 x 50 x 25 x 5 mm M.S. channel (made by welding 2 Nos. of angle) placed part diagonally after cutting and shaping as per requirement part horizontally @ 75 mm C/C the two part of each leaf being separated by a vertical member of 38 x 38 x 6 M.S. box and welded the each ends of diagonal and horizontal members properly with the box frame as per architectural drawing providing full locking arrangement on 3 mm thick M.S. plates providing 38 x 38  x 6 mm M.S. angle clamps, fitting fixing with the outer frame of the gate the clamp being embedded in R.C.C. pillars with cement concrete (1:2:4) including. cutting holes and mending good the damages, finishing, curing and where necessary painting two coats with approved quality of synthetic enamel paint over a coat of priming of anticorrosive paint etc. all complete including making and providing 50 x 6 mm M.S. rail and 38 mm wheel for smooth movement of the gate etc. all complete as per drawing, design and accepted by the Engineer.[Rate is excluding the cost of painting]

sqm.

7991.00

19.5

Manufacturing, supplying, fitting and fixing G.I. pipe gate of any design and shape having 38 mm dia G.I. pipe outer frame and 19 mm dia. G.I. pipe vertical member placed @ 75 mm c/c by welding at top and bottom of G.I. pipe frame, cutting the pipes in proper shape and size including making semicircular band at the corners of the outer frame without damaging the pipe, covering 50% of the gate area with 18 BWG M.S. sheet, providing also two extra horizontal 38 mm dia G.I. pipes welded with vertical post, providing 6 Nos. huskle domney with R.C.C. or R.C.C core pillar with cement concrete (1:2:4) in masonry including cutting holes, mending the damages, making provision for minimum 0.61 m x 1.4 m pocket gate having its outer frame and inner vertical members made with 19 mm dia G.I. pipe including necessary locking arrangements. Painting the gate with 2 (two) coats of synthetic enamel paint over a coat of anti-corrosive priming, welding as and where necessary including necessary locking arrangement and providing 2 Nos. 16 mm M.S. socket bolts etc. all complete as per design and drawing and accepted by the Engineer.[Rate is excluding the cost of painting]

sqm.

9307.00

19.6

Supplying, fitting and fixing of rolling shutter of any design and shape made of 24 SWG G.P. sheet unit minimum 69 mm width having 10 mm and 12 mm dia circular folding at ends, rolled in machine, locked together properly to form rolling shutter, top of the shutter to be fitted with circular spring box made of 22 BWG sheet, containing best quality spring made in China, nutted with 38 mm G.I. pipe at one end and the other end nutted to shutter including fitting the G.I. pipe again with 375 x 300 x 6 mm pankha at ends with side guide channel (side channel consist of 50 x 100 x 6 mm M.S. plate with 2 x 19 x 3 mm F.I. bar, middle channel consist of 2 x 150 mm x 6 mm M.S. plate with 2 x19 mm x 6 mm fixed to wall or column with clamps embedded in R.C.C. part by cement concrete (1:2:4) including cutting holes (minimum 3 x 25 mm x6 mm) mending the damages, finishing, curing, bottom end of shutter fitted to folded G.P. sheet (min 125 mm width in two layers), which is again fitted to 25 x 25 x 3 mm angle, providing handle with F.I. bar 25 x 6 mm and locking arrangement in both sides, painting two coats with approved colour and brand  of synthetic enamel paint over a coat of priming etc. complete in all respect accepted by the Engineer.[Rate is excluding the cost of painting]

sqm.

5300.00

19.7

Manufacturing, Supplying, fitting, fixing of ordinary type M.S. folding gate with 12mm x 12mm  MS square solid bar and 25 mm x 25mm x 6 mm MS Angle box frame including fabrication, welding, cost of electricity, workshop charges, carriage, cutting grooves, mending good the damages, finishing, curing etc. including fabrication, riveting, welding as and where necessary, etc. all complete as per drawing, design and accepted by the Engineer.

sqm.

4865.00

20

STAIR & VERANDAH RAILING AND NOSING

 

 

20.1

Manufacturing, supplying, fitting and fixing stair railing of any standard height of any design and shape with square box (2 Nos. in each tread) made by thorough welding of 2 Nos. 19 x 19 x 3 mm M.S. angle to provide hand-rail, engraving each box 150 mm in the concrete by 50 x 50 x 6 mm anchor plate at base welding 38 mm x 6 mm F.I. bar inclined plain with the top of the box to fit in the grooved wooden rail by necessary screws including cutting grooves in concrete, mending good the damages with cement concrete (1:2:4), applying first class polish to hand rail, 2 (two) coats of synthetic enamel paint of approved quality over a prime coat etc. finished in all respect for all floors and accepted by the Engineer.
(Exposed area of railing will be considered for measurement, rate is excluding cost of hand-rail and cost of painting).

sqm

3273.00

20.2

Manufacturing, supplying, fitting and fixing stair railing of standard height of any design and shape with square box (2 No. box in each tread) made by thorough welding of 2 Nos. 25 x 25 x 5 mm M.S. angle, engraving each box 150 mm in the concrete by 50 x 50 x 6 mm anchor plate at base welding 50 x 50 x 6 mm F.I. bar in inclined plain with the top of the box fit in the grooved wooden rail and 2 Nos. 225 x 25 mm finished section of wooden strip fitted and fixed at mid height of railing at both side of M.S. angle box in inclined plain parallel to the hand rail etc. fitted and fixed by necessary screws, nails including cutting grooves in concrete mending good the damages with cement concrete (1:2:4) applying 1st class French polish to wooden hand rail and inclined wooden strip and painting to F.I bar and square box with 2 (two) coats of synthetic enamel paint of approved quality and colour over a prime coat etc. complete in all respect for all floors and accepted by the Engineer.
(Exposed area of railing will be considered for measurement, rate is excluding cost of polishing and painting)

sqm

6471.00

20.3

Supplying, fitting and fixing 12 mm dia G.I pipe stair railing of any standard height of any design and shape with 50 x 50 x 6 mm M.S. plate at the base of 12 mm dia G.I. Pipe and fitted and fixed by welding. Placing the pipes vertically @ 125 mm c/c (1 Nos. in each steps) 150 mm embedded into the R.C.C tread of stair case after cutting grooves and mending good the damages with C.C. and providing 38 x 6 mm F.I. bar on the top of G.I. pipe to provide wooden/G.I. pipe hand rail of any design including polishing painting etc. all complete and accepted by the Engineer.(Exposed area of railing will be considered for measurement, rate is excluding the cost of pain, wood for railing)

   

20.3.1

With the provision of hand rail of size: 150 x 62 mm (finished)

sqm

1932.00

20.3.2

With the provision of hand rail of size: 112 x 62 mm (finished)

sqm

2479.00

20.4

Supplying, fitting and fixing stainless steel (SS) stair railing of standard height with 2 mm thick 2.5” dia pipe for hand-rail as per drawing and accepted by the Engineer.

sqm

7008.00

20.5.1

Supplying, fitting and fixing 12 mm dia G.I pipe stair railing of any standard height of any design and shape with 50 x 50 x 6 mm M.S. plate at the base of 12 mm dia G.I. Pipe and fitted and fixed by welding. Placing the pipes vertically @ 125 mm c/c (1 Nos. in each steps) 150 mm embedded into the R.C.C tread of stair case after cutting grooves and mending good the damages with C.C. and providing 38 x 6 mm F.I. bar on the top of G.I. pipe to provide wooden/G.I. pipe hand rail of any design including polishing painting etc. all complete and accepted by the Engineer.
(Exposed area of railing will be considered for measurement, rate is excluding the cost of pain, wood for railing)

sqm

3467.00

20.5.2

- do - with 50 mm dia G.I. Pipe hand rail

sqm

3972.00

20.6

Supplying, fitting and fixing verandah railing with 2mm thick 50 mm, 25 mm and 20 mm diameter stainless steel pipes as per approved design and accepted by the Engineer.

sqm

11391.00

20.7

Providing noisingto the Nose of tread of stair including supplying 3 Nos. of 75 mm long 12 mm x 3 mm F.I. bar clamp with bifurcated ends in each treads including fitting and fixing with the angle by welding including fitting and fixing the angle by cutting grooves in R.C.C, fixing and finishing and the same with C.C. (1:2:4) etc. cost of electricity all complete and accepted by the Engineer.

   

20.7.1

Providing 1.5" x 1.5" x 1/4" M.S. angle to the nosing of steps of staircase

rm

376.00

20.7.2

Providing nosing 1.25" x 1.25" x 1/4" M.S. angle to the nosing of steps of stair case.

rm

325.00

20.7.3

Providing 1" x 1" x 1/4" size M.S. angle to the nosing of stair case.

rm

276.00

20.7.4

Providing 1.5" x 1.5" x 1/4" brass angle to the nosing of steps of stair case

rm

1206.00

21

GRILL FENCING, BARBED WIRE FENCING

 

 

21.1

Supplying, fitting and fixing steel grill fencing in boundary wall of any design and shape with 31 x 6 mm F.I. bar @ 150 mm c/c placed vertically after cutting as per required measurement. Welding the said F.I. bar with 2 Nos. horizontal 30 x 6 mm F.I. bar placed one at top and another at bottom including embedding/fixing the horizontal F.I. bar in position including cutting grooves in wall up to 150 mm depth and mending good the damages with C.C. (1:2:4) finished with two coats of painting with synthetic enamel paint over a coat of anti-corrosive paint etc. complete as per drawing and design and accepted by the Engineer.(Rate is excluding the cost of painting)

sqm

1929.00

21.2

Supplying, fitting and fixing steel grill fencing of any design and shape made with 19 mm x 3 mm tube (angle box made with 2 Nos.19 x 19 x 3 mm angle in by continuous welding) placed vertically @ 150 mm c/c and welding the said vertical boxes with two Nos. horizontal 25 x 25 x 6 mm angle box (made with 2 Nos. 25 x 25 x 6 mm angle by welding), placing one at bottom and another at top and again fitted and fixed by welding the said horizontal tube box (with vertical 38 x 38 x 6 mm angle box post made with 2 Nos. 38 x 38 x 6 mm angle by welding) provided 1800 mm c/c including embedding the tube box post in brick R.C.C. pillar or core wall up to 375 mm depth after cutting grooves in wall/pillar including mending good the damages with C.C. (1:2:4) and finishing, curing, 2 coats of approved  synthetic enamel paint over a coat anti-corrosive paint etc. all complete as per design, drawing and accepted by the Engineer.
(Rate is excluding the cost of painting)

sqm

4470.00

21.3

Manufacturing, supplying, fitting and fixing M.S. grill fencing as per design with outer frames having 38 x 38 x 6 mm M.S. angle and inner members having 6 mm dia M.S. rod placed @ 110 mm c/c diagonally on both direction, welding each cris-cross end of rod with corners of outer frame including cutting rods and size angles to required shapes and size and setting the entire fence with the previously installed tube (angle box) post including thorough and full welding the frame with the angle box posts, painting 2 coats of synthetic enamel paint over a coat of anti-corrosive priming etc. all complete as per drawing and accepted by the Engineer.
(Rate is excluding the cost of angle box post and its installation and excluding the cost of paint)

sqm

2238.00

21.4

Manufacturing, supplying, fitting and fixing M.S. tube (angle box) post (bottom end bifurcated) made by thorough welding of two Nos. 38 x 38 x 6 mm M.S. angle and vertically placing the post into C.C. or R.C.C. foundation including cutting angle to required shape and size including covering the top of the post with 6 mm thick M.S. plate etc. all complete as per drawing.(Rate is excluding the cost of C.C./R.C.C. foundation and paint)

sqm

932.00

21.5

Providing barbed wire fencing with R.C.C (1:2:4) pillars @ 2.43 m c/c. and of section 100 mm x 100 mm at top and 150 mm x 150 mm at bottom of 2.13 m total height (1.37 m above G.L. and 0.76 m below G.L.) including 150 mm thick, 450 mm square spread footings (pillars reinforced with 4 Nos. 10 mm dia main rod and 6 mm dia stirrups @ 150 mm c/c, footing reinforced with 5 Nos. 10 mm dia rod both ways) supplying, fitting and fixing 8 lines of barbed wire horizontally (fixed with the post through 6 mm dia, rods embedded in to the post) and 2 lines diagonally from  post to post with 12 BWG 2 ply barbed wire, with 4 points barbs @ at least 112 mm c/c including 6 mm thick (1:4) cement plaster up  to 1500 mm length of the pillars etc. complete and accepted by the Engineer.(Rate is excluding the cost of concrete and reinforcement which is to be paid as per corresponding items in the schedule)

sqm

139.00

21.6

Providing barbed wire fencing with average 100 mm dia best quality local bullah post of 1.98 m total height (1.37 m above G.L. and min. 0.60 m embedded in the ground) placed at 1800 mm c/c with 9 Nos. horizontal lines and 2 Nos. diagonal lines of 12 BWG 2 ply barbed wire with 4 points barbs @ at least 112 mm c/c in each way of 1.8 m including embedded the post tightly in ground and providing a cement concrete base of 200 x 200 x 300 mm around ballah at E.G.L, stretching the wires and fixing with the post with the help of minimum 62 mm long G.I. nails including supply of all materials etc. all complete and accepted by the Engineer.
(Rate is excluding the cost of ballah and its driving/fixing and concrete which is to be paid as per corresponding items in the schedule)

sqm

240.00

21.7

Supplying, fitting and fixing 12 BWG barbed wire (2 ply, 4 points) in fencing work @ 150 mm c/c in both horizontally and vertically, supported by 38 x 38 x 6 mm M.S. angle post (300 mm embedded in R.C.C. or in brick work with a cement concrete base of 75 x 75 x 300 mm) 600 mm vertical and 450 mm inclined or as per requirement @ 2.4 m c/c including straightening, binding the joints with 18 BWG wire making holes in the angle etc. in /c supplying of all necessary materials complete in all respect and accepted by the Engineer.(Rate is excluding the cost of R.C.C or brick work or C.C. which is to be paid as per corresponding items in the schedule)

sqm

760.00

22

MISCELLANEOUS ITEMS

 

 

22.1

Supplying, fitting and fixing wooden wedge instead of putty by 12 mm x 12 mm (base x height) for fixing glass panes with wooden frame by nails or by any other approved method including the cost of necessary wood, painting/polishing, nails etc. and excluding the cost of wooden frame, and painting and 5 mm thick glass panes all complete and accepted by the Engineer.

rm

54.00

22.2

Supplying, fitting and fixing of 20mm dia foreign made aluminium pipe curtain rail for door and window including cutting and fitting fixing as per required measurement and supplying necessary screws, electric drill and rowel plug including charge of electricity etc. complete and accepted by the Engineer.

rm

552.00

22.3

Supplying, fitting and fixing 10mm thick clear tempered glass door including all accessories 1 set maintenance auto closed special quality 2 nos clamping device, 1 set locking device, top hinge and handle etc. complete in all respect as per drawing and direction of the Engineer in Charge.

sqm

13075.00

22.4

Supplying, fitting and fixing 10mm thick clear glass partition with 44mm, 44mm, 1.5mm aluminium box, protector bit (single), protector bit (double) in/c all accessories etc. all complete and as per drawing and direction of the Engineer in Charge.

sqm

3238.00

22.5

Supplying, fitting and fixing of C.T wood strip(62 x 25 x 20 mm) for fixing of aluminium curtain rails as per design and drawing fitted and fixed in position including supply of screws, nails, drilling etc. and two coats of French polishing over a coat of priming etc. all complete and accepted by the Engineer.
(Rate is excluding the cost of polishing and painting etc.)

rm

646.00

22.6

Supplying, fitting and fixing vertical Venetian blinds made with glass fiber fabrics (foreign made) with supply of all materials (foreign made) such as Head rail (Aluminium), end cap-set, rod till, sigger (stopper) runner, spacer (link), Handling cord, ball chain, link chair, cord-weight weight-plate plastic washer, glass fiber fabrics, and head cap-set etc. all complete and accepted by the Engineer.

sqm

1655.00

22.7

Supplying, fitting and fixing horizontal Venetian blinds 1" width made with aluminium foils/ strips (foreign made) with supply of all materials (foreign made) such as head rail, bottom rail, rod till, head cap, bottom cap, gear box, stick, support and cap, cord drum and support, bracket, cord lock, cord equalizer, top holder, ladder, cord, handling cord and aluminium foils etc. all complete and accepted by the Engineer.

sqm

1270.00

22.8

Supplying, fitting, fixing of steel iron rack made of 50 x 50 x 6.35 mm vertical and horizontal angle post, welding 63.5 mm x 6.35 mm F.I. bar placed horizontally as bracing for the posts, 38 x 6.35 mm cross F.I. bars welded with vertical post, 12.7 mm thick M.S plate welded as cup shape at the bottom of post, supplying and fitting rivets, charge for wielding, drilling, carrying, cutting, straightening, in required sizes etc in all respect as per drawing, design and accepted by the Engineer.

sqm

9334.00

22.9

Supplying fitting, fixing of uPVC plastic door or window frame having specific gravity 1.35 - 1.45, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitted and fixed in brick wall/ R.C.C wall with 6 Nos. GI clamp, 4Nos inner joint GI clamp, 2 Nos. outer GI joint clamp, 16 Nos. rivet making necessary grooves and mending good the damages, finishing, curing, carriage etc complete in all respect accepted by the Engineer.

rm

248.00

22.10

Supplying, fitting, fixing of uPVC hollow or solid plastic door shutter having specific gravity 1.35 - 1.45, thickness 1.7 mm-2.2 mm, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards of different sizes fitted fixed with uPVC plastic door frame weighing 5.82 kg/m2 with at least 3 Nos. SS hinges by min 64 Nos. Ø 3.17 mm and 3.97 mm 12.7 mm long rivets, 12 Nos. 25.4 mm SS screws, Ø 9.38 mm, 150 mm long SS tower bolts 2 Nos., 146 mm SS handle by rivet 2 Nos., G.I inner joint 234.95 mm x 127 mm clamp, 76.2 mm x 57.15 mm, 25 mm dia 1 no SS haspbolt, special type round lock, carrying the same to the site and local carriage etc. complete in all respect accepted by the Engineer

   

22.10.1

760 mm x 1980 mm uPVC plastic shutter (hollow). 

each

3259.00

22.10.2

760 mm x 2130 mm uPVC plastic shutter (solid).

each

3369.00

22.10.3

910 mm x 2130 mm uPVC plastic shutter (hollow).

each

3557.00

22.10.4

990 mm x 2130 mm uPVC plastic shutter (solid).

each

3683.00

22.11

Supplying, fitting, fixing uPVC plastic or glass partition in plastic frame fabricated by 70 x 50 x 2 mm T and 50 x 40 x 2 mm / 50 x 30 x 2 mm L-sections, providing partition with 156 x 25 mm uPVC hollow section having wall thickness 2.5 mm / partition with 5 mm thick glass. Physical, chemical, thermal, fire resistivity properties etc of the materials as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards, fitted and fixed in brick wall or R.C.C wall with 6 Nos. GI clamp, 4 Nos. inner joint GI clamp, 2 Nos. outer GI joint clamp, 16 Nos. rivet making necessary grooves and mending good the damages, finishing, curing, carriage etc complete in all respect and accepted by the Engineer.

   

22.11.1

With partition uPVC hollow section

each

2419.00

22.11.2

With 5 mm glass

each

2431.00

22.12

Supplying, fitting, fixing of uPVC Profile for door, window and fixed partition frames applications having specific gravity 1.36-1.43, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards including all accessories fittings with 6 Nos. steel clamps complete in all respect as per drawing and accepted by the Engineer.

rm

439.00

22.13

Supplying, fitting, fixing swing door shutter made of low density free foam (LDFF) sheet having standard size 4' x 8'. Physical properties: density: 0.55-0.68 g/cm3, weighing 1.3 kg/sft, providing new sash (4"), sliding glass bead, rubber, screws, 3" hinges 4 Nos., 4" tower bolt 2 Nos., 6" handle 2 Nos. etc. including all accessories complete in all respect as per drawing and accepted by the Engineer.

   

22.13.1

6'-6" x 2'- 6" size 8 mm thick uPVC swing door shutter

each

8762.00

22.13.2

7'-0" x 2'- 6" size 8 mm thick uPVC swing door shutter

each

9027.00

22.13.3

7'-0" x 3-0 size 8 mm thick uPVC swing door shutter

each

9293.00

22.14

Supplying fitting fixing of plastic wall paneling with 3 mm sheet, weighing 0.188 kg/sft fitted and mending good the damages, carriage to the site including glass bead, partition frame, rubber, 5 mm clear glass fitted and fixed with screws, steel clamp accepted by the Engineer.

sqm

1119.00

22.15

Supplying, fitting, fixing of uPVC Profile fixed partition with 5 mm clear glass, weighing 1.032 kg/sft fitted and mending good the damages, carriage etc. complete in all respect accepted by the Engineer

sqm

3129.00

22.16

Supplying, fitting, fixing of uPVC profile sliding window having gross weighing 1.3 kg/sft (including glass) fitted and mending good the damages, carries etc complete in all respect accepted by the Engineer.

   

22.16.1

uPVC sliding  window with 5 mm glass 4'-0" x 4'-0"

sqm

4374.00

22.16.2

uPVC sliding  window without glass 4'-0" x 4'-0"

sqm

3388.00

22.17

Supplying, fitting, fixing of plastic wood paneling in false ceiling with 6 mm sheet, weighing 0.358 kg/sft fitted and mending good the damages, carries etc complete in all respect accepted by the Engineer

sqm

1147.00

22.18

Supplying, fitting and fixing approved quality 190 mm x 190 mm size glass bricks in round stair wall complete in all respect and accepted by the Engineer.

sqm

13740.00

22.19

Supplying, and fitting and fixing 50 mm thick rock or glass wool padding of approved quality and accepted by the Engineer.

sqm

3509.00

23

EXCAVATION OF TANK

 

 

23.1

Earthwork in excavation of tank of any dimension in all kinds of soil including cutting up to required depth including bailing out water and throwing on the embankment, breaking clods, ramming and leveling, dressing in 225 mm layer with maintaining the side slopes and level of both tank and the embankment as per design and accepted by the Engineer.

   

23.1.1

For initial lead of 30 m and lift of 1.5 m

cum

142.00

23.1.2

For each additional lift of 0.3 m beyond 1.5 m and up to 3 m

cum

5.30

23.1.3

For each additional lift of 0.3 m beyond 3 m and up to 4.5 m

cum

7.77

23.1.4

For each additional lift of 0.3 m beyond 4.5 m and up to 6 m

cum

10.24

23.1.5

Extra each additional lead of 0.3 m or part there of beyond initial lead 30 meter

cum

20.84

23.2.1

Bailing out waterby 1 cusec diesel operated pump including hire charge of pump, fuel, operator, spares and maintenance etc. complete.

Per hour

458.00

23.2.2

Bailing out water by 1 cusec electricity operated pump including hire charge of pump, fuel, operator, spares and maintenance etc. complete

Per hour

373.00

24

ROAD AND PAVEMENT WORKS

 

 

24.1

Earth work in road embankment up to a lift of 1.5 m in all kinds of soil including cutting and throwing earth in layers not exceeding 150 mm in thickness, breaking clods up to 40 mm size in each layer, ramming, leveling and dressing as per required side slope and alignment with earth borrowed from the road side Govt. acquired land for any leads and maintaining the embankment true to level and side slopes as per profiles for one year from the date of completion including making dug, bailing, profiling etc. complete and accepted by the Engineer.

   

24.1.1

For initial lift of 1.5 m

cum

111.00

24.1.2

For additional lift of 1 m beyond 1.5 m up to 2.5 m

cum

126.00

24.1.3

For additional lift of 1 m beyond 2.5 m up to 3.5 m

cum

142.00

24.1.4

For additional lift of 1 m beyond 3.5 m up to 4.5 m

cum

158.00

24.1.5

For additional lift of 1 m beyond 4.5 m up to 5.5 m

cum

173.00

24.1.6

For additional lift of 1 m beyond 5.5 m up to 6.5 m

cum

189.00

24.2

Earthwork in box cutting in all types of soil. Removing soil to a safe distance, maintaining proper alignment, camber and grade including leveling, dressing and compacting the sub grade as per drawing and accepted by the Engineer

   

24.2.1

Depth up to 1-0” / 300 mm

sqm

38.00

24.2.2

Depth up to 1’-6” / 450 mm

sqm

54.00

24.3

Creating turf on the side slopes and top of embankment with good quality turf not less than 225 mm square chunk, watering till the grass grown including all leads and lifts etc. complete and accepted by the Engineer.

sqm

13.00

24.4

Single layer brick flat soling in road work with first class or picked jhama bricks as per alignment, camber and grade including filling joints with sand (F.M. 0.50) etc. complete including cost of all materials and accepted by the Engineer.

sqm

368.00

24.5

Brick on edges pavement in herring bone bond (HBB) with first class or picked jhama bricks as per alignment, camber and grade over 12 mm thick sand cushion (F.M. 0.50) including filling the joints with the same sand including cost of all materials and accepted by the Engineer.

sqm

601.00

24.6

Double brick flat soling in roadwork with first class or picked jhama bricks as per camber and grade and filling the joints with fine sand (F.M. 0.50) and also providing 12 mm thick sand cushion in between the two layers of brick flat soling with the same quality of sand including cost of all materials and accepted by the Engineer.

sqm

744.00

24.7

Brick on end edging (75 mm across the road) with first class or picked jhama bricks and filling the gaps with fine sand (F.M. 0.50) including cutting trenches, true to level and grade, removing earth, refilling and ramming the sides properly including cost of all materials and accepted by the Engineer.

rm

93.00

24.8

Breaking picked jhama, first class bricks or bats including cost of bricks and bats and stacking in measurable sizes at site accepted by the Engineer

   

24.8.1

For 62 mm to 40 mm / 2.5” – 1.5” size

cum

3068.00

24.8.2

For 40 mm to 25 mm / 1.5” – 1” size

cum

3172.00

24.9

Labour for compacted water bound Macadam base course with graded metal of crushed well burnt, picked jhama or first class bricks and bats having compacted thickness made as per specifications including local handling and spreading uniformly to proper grade, camber and super elevation, hand packing, rolling properly with 8  to 10 ton capacity power driven Road Roller and watering profusely for compaction of 100% MDD (standard) blinding with sand (F.M. 0.80) @ 12 m3 per m2  including fuel, lubricants, spares, maintenance, driver etc. all complete and accepted by the Engineer.

cum

613.00

24.10

Providing compacted sub-base base course with well graded metal of crushed well burnt p.j. / 1st class brick bats and sand (FM 0.8) with mixing proportion 2 : 1 having compacted thickness made as per specification including local handling, spreading uniformly to proper grade camber and super elevation, packing rolling properly with 8 to 10 ton capacity power driven road roller and watering properly for compaction of 100% MDD (standard) blinding with sand including cost of fuel,  lubricants, spares, maintenance, driver etc. all complete and accepted by the Engineer in charge.

cum

3379.00

24.11

50 mm thick compacted premixed bituminous carpetingwith 12 mm down well graded stone chips having water absorption not greater than 2% flakiness index not greater than 35 @ 0.64 cum of stone chips mixed with 42 kg of heated bitumen (bitumen content % by wt. of total is 5.2% to 5.80%) heating at 1350C to 1550C and spread uniformly over 10 sqm of surface, rolled with 8 to 10 ton Roller compacted fully in proper grade and camber spreading 0.12 cum sand (F.M.1.50) on 10 sqm including tools and equipment etc. all complete and accepted by the Engineer.
NB: If Asphalt Plant is used rates will be increased by 25%.

sqm

1046.00

24.12

38 mm thick compacted premixed bituminous carpetingwith 10 mm down well graded stone chips having water absorption not greater than 2%, flakiness index not greater than 35 @ 0.32 cum of stone chips mixed with 22.00 kg of heated bitumen (bitumen content % by wt. of total is 5.2% to 5.80%), heating at 1350C to 1550C and spread uniformly over 10 sqm of surface rolled with 8 to 10 ton Roller compacted fully in proper grade and camber and spreading 0.12 cum sand (F.M. 1.50) on 10 sqm surface etc. all complete and accepted by the Engineer.
NB: If Asphalt Plant is used rates will be increased by 25%.

sqm

858.00

24.13

25 mm thick compacted premixed bituminous carpetingwith 10 mm down well graded stone chips having water absorption not greater than 2% flakiness index not greater than 35 @ 0.32 cum of stone chips mixed with 22.00 kg of heated bitumen  (bitumen content % wt. of total is 5.2% to 5.80%), heating at 1350c to 1550c and spread uniformly over 10 sqm of surface rolled with 8 to 10 ton Roller compacted fully in proper grade and camber and spreading 0.12 cum sand (F.M. 1.50) on 10 sqm surface etc. all complete and accepted by the Engineer.
NB: If Asphalt Plant is used rates will be increased by 25%.

sqm

626.00

24.14

50 mm thick compacted premixed bituminous carpetingwith 12 mm down well graded shingles @ 0.64 cum of shingles mixed with 42 kg of heated bitumen (bitumen content % by wt. of total is 5.2% to 5.80%) heating at 1350c to 1550c and spread uniformly over 10 sqm of surface. Rolled with 8 to 10 ton Roller compacted fully in proper grade and camber spreading 0.12 cum sand (F.M. 1.50) on 10 sqm etc. all complete and accepted by the Engineer.
NB: If Asphalt Plant is used rates will be increased by 25%.

sqm

885.00

24.15

38 mm thick compacted premixed bituminous carpetingwith 12 mm down well graded shingles @ 0.48 cum of shingles mixed with 30.25 kg of heated bitumen (bitumen content % by wt.  of total is 5.2% to 5.80%), heating at 1350c to 1550c spread uniformly over 10 sqm of surface rolled with 8 to 10 ton Roller compacted fully in proper grade and camber and spreading 0.12 cum sand (F.M.-1.50) on 10 sqm surface including necessary tools and equipment etc. all complete and accepted by the Engineer.NB: If Asphalt Plant is used rates will be increased by 25%.

sqm

737.00

24.16

25 mm thick compacted premixed bituminous carpetingwith 10 mm down graded and well grades shingles @ 0.32 cum of shingles mixed with 20.50 kg of heated bitumen (bitumen content % by wt. of total is 5.2% to 5.80%), heating at 1350c to 1550c spread uniformly over 10 sqm of surface rolled with 8 to 10 ton Roller compacted fully in proper grade and camber and spreading 0.12 cum sand (F.M.1.50) on 10 sqm surface including necessary tools and equipment etc. all complete and accepted by the Engineer.NB: If Asphalt Plant is used rates will be increased by 25%.

sqm

495.00

24.17

Providing tack coat @ 7.32 kg of bitumen per 10 sqm including heating bitumen up to 1760C to 1880C and spreading etc. all complete (cost of bitumen included) accepted by the Engineer.

sqm

87.00

24.18

Providing seal coat with 4 cft of Sylhet sand (FM 2.2) mixed with @ 7.32 kg of bitumen per 10 sqm of road surface including supplying and spreading of 0.09 cum of sand (F.M. 0.80) including heating bitumen up to 176 degree to 190 degree Celsius and spreading etc. all complete (cost of bitumen included) accepted by the Engineer.

sqm

186.00

24.19

Premixed bituminous seal coat with 0.12 cum of pea gravels mixed with 80 kg of bitumen per cum of pea gravels and laid over 10 sqm, road surface, spreading with proper camber, grade, surface blinding with dry sand (F.M. 2.5) @ 0.09 cum per 10 sqm,  rolling the suface  with min 8 ton power driven roller etc. all complete and accepted by the Engineer.

sqm

235.00

24.20

Providing bitumenous painting with 4.54 kg of bitumin per 10 sqm. of road surface including supplying and spreading of 0.09 cum of sand (FM 1.20) with heating bitumen upto 176 degree to 196 degree celsius, surface  rolling with min 8 ton power driven roller etc. all complete and accepted by the Engineer.

sqm

104.00

24.21

Providing painting top of the road surface as road marking in two coats with approved best quality and colour of synthetic approved quality of paint from authorized local agent of the manufacturer in a sealed container having highly water resistant, high bondability, flexible, using specific brand thinner applied by brass/ roller or others over a coat of priming elapsing time for drying including surface cleaning from dust, oil or dirt, smoothening, finishing necessary tools etc. all complete in approved and accepted by the Engineer.

sqm

223.00

24.22

Providing expansion joints across the R.C.C. road pavement with 20 mm gap between the adjacent panels. Supplying dowel bars of size 12 mm dia 600 mm long M.S rod placed at 750 mm c/c. 300 mm of the bar fixed within one slab keeping remaining portion the bar free within the adjacent slab being inserted in 20 mm dia 300 mm long P.V.C. pipe embedded in the slab, inside of pipe fully greased, filling the gap between the slabs (with admixture) of hot bitumen and coarse sand (F.M. 2.5) in proportion (2:1) finishing the top with bitumen, spreading coarse sand over the joint, all complete as per plan, drawing and accepted by the Engineer.

rm

317.00

25

ARBORICULTURE WORK

 

 

25.1

Labour charge for scraping lawn surface up to 38 mm thick by spade, picking up all sorts of bricks bats, rubbish by suitable tools, removing the same by head load or by any other means and stacking the same to a safe distance beyond 300 m including supply of tools and plants etc. all complete and accepted by the Engineer.

sqm

7.10

25.2

Preparation of ground to make ready for plantation by spading the ground in to a depth of 150 mm to 230 mm beyond 38 mm thick scrapped ground by spade, breaking earth clods to powder by hammers, picking up all sorts of rubbish, unwanted grasses by suitable tools, carrying and spreading the surplus earth into low lying area including supply of tools and plants etc. all complete and accepted by the Engineer.

sqm

15.00

25.3

Leveling and dressing of lawn area to proper slope and grade by spading the same up to 150 mm including supplying tools and plants etc. all complete and accepted by the Engineer.

sqm

4.70

25.4

Supplying of best and approved quality alluvial loamy silty soil including loading, unloading at both ends, properly stacking at site including supply of tools and plants etc. all complete and accepted by the Engineer.

cum

567.00

25.5

Supplying welldecomposed cow dung carried by trucks or any other means including loading, unloading at both ends, stacking the same at site including supply of tools and plants etc. all complete and accepted by the Engineer.

cum

1183.00

25.6

Labour charge for spreading the alluvial loamy silty soil from the stacks at site on the lawn surface, leveling, dressing the same including supply all necessary tools and plants etc. all complete and accepted by the Engineer.

cum

115.00

25.7

Supplying lawn grass of approved quality by truck or any other means, sorting the grass to proper size, washing the grass, dibbling the grass 6 mm to 50 mm apart, irrigation of lawn area till the grass grown at least for two months after plantation, weeding the undesirable grass, mowing the lawn grass by lawn mower up to two months after plantation, applying urea fertilizer on the lawn surface @ 1 kg per 9.29 sqm including supply of tools and plants etc. all complete and accepted by the Engineer.

sqm

41.00

25.8

Labour charge for mixing well decomposed cow dung with alluvial loamy silty soil and excavated earth, removing the excess earth to safe distance including supply of tools and plants etc. all complete and accepted by the Engineer.

cum

107.00

25.9

Supplying and providing, fitting, fixing bamboo jafry fencing by best quality muli bamboo split 20mm in width, having 75 mm x 75 mm mesh placed horizontally and diagonally doing 25 mm framing a square shape in both ways and both sides tightened with G.I wire fitted with Borrak bamboo post of 100 mm dia and placed firmly in position at 1800 mm apart including supply of tools and plants, digging hole and filling back etc. all complete and accepted by the Engineer.

sqm

364.00

25.10

Supplying and providing, fitting, fixing muli bamboo tree guard 1200 mm long and 500 mm dia fixing with best quality muli bamboo split 20 mm in size having 75 mm x 75 mm a square holes with 20 mm wide bamboo splits strengthen with 4 Nos. 20 mm wide bamboo split in both sides tightened with G.I wire fitted with 3 Nos. 63 mm dia borrak bamboo post of 1800 mm long of which 600 mm will be driven into earth by digging hole followed by fill back including supply of tools and plants all complete as per direction of engineer-in-charge.

each

481.00

25.11

Earth work in excavation to make a pit of 600 x 600 x 450 mm (depth) for plantation, applying cow dung mixing with loamy silty soil and excavated earth, planting the plants, tightened with 1800 mm long borrak bamboo post with jute rope including supply of tools and plants all complete and accepted by the Engineer.

each

110.00

25.12

Spading for preparation of flower beds in pits up to 600 mm depth, re-molding, picking up and placing and removing the spaded earth to a safe distance, mixing @ 1 cft well decomposed cow dung with 20% loamy silty soil and 6 cft excavated soil and fill back the pit including supply of tools and plants all complete and accepted by the Engineer.

sqm

364.00

25.13

Preparation of hedge beds by excavation of earth up to 300 mm depth filling up the bed by a mixture of cow dung, loamy silty soil, cutted earth @ 1 cft cow dung manure per 6 cft of cutted earth and 20% loamy silty soil including supply of tools and plant etc. all complete and accepted by the Engineer.

sqm

183.00

25.14

Carrying of rubbish, taking up all sorts of bricks, brick-bats and rubbish gravel chips, loading and unloading at both ends including supply of tools and plants etc. all complete and accepted by the Engineer.

cum

111.00

25.15

Supply and carrying of 12.20 m long 100 mm dia borrak bamboo at site, loading and unloading at both end stacking the same at site including supply of tools and plants etc.  all complete and accepted by the Engineer.

each

378.00

25.16

Supply and carrying of 7.62 m long 50 mm to 62.5 mm dia muli bamboo at site, loading and unloading at both end stacking the same at site including supply of tools and plants etc. all complete and accepted by the Engineer.

each

171.00

26

SANITARY & WATER SUPPLY WORKS

 

 

26.1

Supplying, fitting and fixing European type glazed porcelain commode "S" type 465 x 340 x 415 mm in size, approximately 14 kg by weight, plastic seat cover and preparing the base with cement concrete and with wire mesh or rods, if necessary, in all floors including making holes wherever required and mending good the damages and fitting, fixing finishing etc. complete with all necessary fittings and connection approved and accepted by the Engineer.

   

26.1.1

Standard

   

26.1.1.1

BISF White

each

3091.00

26.1.1.2

 BISF Coloured 

each

3175.00

26.1.1.3

BISF Special coloured

each

3259.00

26.2

Supplying, fitting and fixing European type glazed porcelain low-down, capacity 10 liter, 490 x 190 x 350 mm in size, approximately 14 kg by weight, on walls by screws and F.I. bar clamps, rowel plugs, making holes wherever required and mending good the damages and fitting, fixing finishing etc. complete with all necessary fittings and connection approved and accepted by the Engineer.

   

26.2.1

Standard

   

26.2.1.1

BISF White

each

2096.00

26.2.1.2

BISF Coloured 

each

2468.00

26.2.1.3

BISF Special coloured

each

2840.00

26.3

Supplying, fitting and fixing European type glazed porcelain Combi closet, in/c  plastic seat cover, cystern system, preparing the base with cement concrete and with wire mesh or rods if necessary, in all floors including making holes wherever required and mending good the damages and fitting, fixing, finishing etc. complete with all necessary fittings and connection approved and accepted by the Engineer.

   

26.3.1

Standard

   

26.3.1.1

BISF White,  Item No. 115A/415A,  700 x 410 x 795 mm,31.5 kg

each

7242.00

26.3.1.2

BISF Coloured  Item No. 115A/415A,  700 x 410 x 795 mm,31.5kg

each

7242.00

26.3.1.3

BISF Special coloured Item No. 115A/415A,  700 x 410 x 795 mm,31.5kg

each

8679.00

26.3.2

Super

   

26.3.2.1

 White, 700x370x795 (+/-), 32.5kg

each

10698.20

26.3.2.2

 Coloured   700x370x795 (+/-), 32.5kg

each

13907.66

26.3.2.3

Special coloured  700x370x795 (+/-), 32.5kg

each

16047.30

26.3.3

Superior

   

26.3.3.1

 White , 700x360x785,36(+/-)36.5kg

each

15502.00

26.3.3.2

 Coloured  700x360x785,36(+/-)36.5kg

each

20152.60

26.3.3.3

Special coloured 700x360x785,36(+/-)36.5kg

each

30228.90

26.4

Supplying, fitting and fixing European type glazed combi closet, approx.725x360x840 mm size, approx. 42.7 kg by weight,in/c  plastic seat cover, cystern system, preparing the base with cement concrete and with wire mesh or rods if necessary, in all floors including making holes wherever required and mending good the damages and fitting, fixing, finishing complete with all necessary fittings and connection approved and accepted by the Engineer.( an exclusive item, subject to approval by not less than SE)

   

26.4.1

White

each

21353.00

26.4.2

Coloured 

each

27869.00

26.4.3

Special coloured

each

30661.00

26.5

Supplying, fitting and fixing Bangladesh pattern, long pan with foot-rest, made of Vitreous China and preparing the base of pan with cement mortar (1:4) and with wire mesh or rods, if necessary in all floors including making holes wherever required and mending good the damages and fitting, fixing, finishing etc. complete with all necessary fittings and connection approved and accepted by the Engineer.

   

26.5.1

Standard

   

26.5.1.1

 BISF White  approx.585x445x290 mm 12.5 kg

each

1902.00

26.5.1.2

BISF Coloured  approx.585x445x290 mm 12.5 kg

each

1971.00

26.5.1.3

BISF Special coloured approx.585x445x290 mm 12.5 kg

each

2044.00

26.5.2

Super

   

26.5.2.1

 White, 540x470x290 16kg

each

2190.00

26.5.2.2

Coloured   540x470x290 16kg

each

2607.00

26.5.2.3

Special coloured  540x470x290 16kg

each

3023.00

26.6

Supplying, fitting and fixing Bangladesh pattern  long pan, made of Vitreous China and preparing the base of pan with cement concrete and with wire mesh or rods if necessary in all floors including making holes wherever required and mending good the damages and fitting, fixing, finishing etc. complete with all necessary fittings and connection approved and accepted by the Engineer.

   

26.6.1

Standard

   

26.6.1.1

 BISF White  approx.525x295x285, 5.7kg

each

1106.00

26.6.2

Coloure
omitted

each

 

26.6.3

Special coloured
omitted

each

 

26.7

Supplying, fitting and fixing plastic low-down including all fittings and accessories

each

2017.00

26.8

Supplying 280x140x30mm size glazed porcelain foot rest, 1.5 kg by weight including fitting, fixing in position with cement mortar (1:4) if necessary in all floors including making holes wherever required and mending good the damages and fitting, fixing, finishing etc. complete with all necessary fittings and connection approved and accepted by the Engineer.

each

174.00

26.9

Supplying, fitting and fixing white glazed vitreous W/H Wash Basin including excluding pedastal, fitting, fixing the same in position with heavy type C.I. Brackets. 30 mm dia PVC waste water pipe with brass coupling (not exceeding 750 mm in length), basin waste with chain plug including making holes in walls and floors and fitting with wooden blocks, screws and mending good the damages, finishing etc. all complete approved and accepted by the Engineer.

   

26.9.1

Standard

   

26.9.1.1

BISF-204 White, 600x465x225,14kg

each

2372.00

26.9.1.2

BISF-204 Coloured  600x465x225,14kg

each

2450.00

26.9.1.3

BISF-204 Special coloured 600x465x225,14kg

each

2712.00

26.9.1.4

BISF-211 White,595x430x190,10kg

each

1997.69

26.9.1.5

BISF-211 Coloured 595x430x190,10kg

each

2359.03

26.9.1.6

BISF-211 Special coloured 595x430x190,10kg

each

2655.10

26.9.1.7

BISF-212A White,510x450x203, 9.5kg

each

1937.72

26.9.1.8

BISF-212A Coloured 510x450x203, 9.5kg

each

1989.10

26.9.1.9

BISF-212A Special coloured 510x450x203, 9.5kg

each

2065.29

26.9.1.10

BISF-213 White, 450x405x180, 7kg

each

1375.22

26.9.1.11

BISF-213 Coloured 450x405x180, 7kg

each

1410.97

26.9.1.12

BISF-213 Special coloured 450x405x180, 7kg

each

1390.14

26.9.1.13

BISF-214 White 465x340x180, 6kg

each

1249.07

26.9.1.14

BISF-214 Coloured 465x340x180, 6kg

each

1283.62

26.9.1.15

BISF-214 Special coloured 465x340x180, 6kg

each

1261.18

26.9.1.16

BISF-217 White 535x465x210, 10.5kg

each

1997.68

26.9.1.17

BISF-217 Coloured 535x465x210, 10.5kg

each

2049.75

26.9.1.18

BISF-217 Special coloured 535x465x210, 10.5kg

each

2017.89

 

Cabiet Basin

   

26.9.1.19

BISF-216 White 500x450x210, 7.6kg

each

2754.56

26.9.1.20

BISF-216 colored 500x450x210, 7.6kg

each

2825.99

26.9.1.21

BISF-216 Special colored 500x450x210, 7.6kg

each

2785.98

 

Corner Basin

   

26.9.1.22

BISF -207 White 420x370x200, 7.5kg

each

1424.84

26.9.1.23

BISF -207 colored 420x370x200, 7.5kg

each

1712.17

26.9.1.24

BISF -207 Special Colored 420x370x200, 7.5kg

each

1921.17

26.10

Supplying, glazed vitreous W/H Wash Basin in/c pedastal approx. size 656x510x845, 26kg by weight including fitting, fixing the same in position with heavy type C.I. Brackets. 30 mm dia PVC waste water pipe with brass coupling (not exceeding 750 mm in length). 12mm plastic lead (connection) pipe with brass coupling, basin waste with chain plug including making holes in walls and floors and fitting with wooden blocks, screws and mending good the damages, finishing etc. all complete approved and accepted by the Engineer.

   

26.10.1

Superior

   

26.10.1

White

each

5798.00

26.10.2

Coloured 

each

7240.00

26.10.3

Special coloured

each

8200.00

26.11

Supplying, white glazed vitreous W/H Wash Basin in/c pedastal and fitting, fixing the same in position with heavy type C.I. brackets, 32 mm dia PVC waste water pipe with brass coupling (not exceeding 750 mm in length), 32 mm dia C.P. basin waste with chain plug, bracket including making holes in walls and floors and fitting with wooden blocks, screws and mending good the damages with cement mortar (1:4), etc. all complete approved and accepted by the Engineer.

   

26.11.1

Super

   

26.11.1.1

White: approx. 650x485x870, 34kg

each

9642.00

26.11.1.2

Coloured : approx. 650x485x870, 34kg

each

12236.00

26.11.1.3

Special coloured : approx. 650x485x870, 34kg

each

13965.00

26.12

Supplying, fitting and fixing basin pedestal, with rowel plug and screws etc. all complete approved and accepted by the Engineer.

   

26.12.1

Standard

   

26.12.1.1

BISF -White  approx. 670x186x170, 6.5kg

each

1091.00

26.12.1.2

BISF -Coloured   approx. 670x186x170, 6.5kg

each

1137.00

26.12.1.3

BISF -Special coloured  approx. 670x186x170, 6.5kg

each

1186.00

26.12.2

Super

   

26.12.2.1

White  approx. 670x186x170, 6.5kg

each

2192.00

26.12.2.2

Coloured   approx. 670x186x170, 6.5kg

each

2798.00

26.12.2.3

Special coloured  approx. 670x186x170, 6.5kg

each

3201.00

26.12.3

Superior

   

26.12.3.1

White  approx. 670x186x170, 6.5kg

each

3333.00

26.12.3.2

Coloured   approx. 670x186x170, 6.5kg

each

4281.00

26.12.3.3

Special coloured  approx. 670x186x170, 6.5kg

each

4913.00

26.13

Supplying, fitting and fixing glazed vitreous standing bowl urinal, fitting, fixing the same in position after making holes in walls and floors, providing 32 mm dia plastic waste pipe with brass coupling up to grading below, 12 mm dia plastic connection pipe with brass coupling, 12 mm dia brass stop cock including mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer.

   

26.13.1

Standard

   

26.13.1.2

BISF -White approx485x360x290, 9.0kg

each

1957.00

26.13.1.3

BISF -Coloured  approx.485x360x290, 9.0kg

each

2164.00

26.13.1.4

BISF -Special coloured approx. 485x360x290, 9.0kg

each

2406.00

26.13.2

Super

   

26.13.2.1

White approx 445x355x330, 10kg

each

2553.00

26.13.2.2

colored approx 445x355x330, 10kg

each

3072.00

26.13.2.3

Special color approx 445x355x330, 10kg

each

3418.00

26.14

Supplying, fitting and fixing glazed vitreous china flat or squatting urinal 510x380x85mm in size, approx. 9.5 kg by weight with flushing inlet fitted in cement mortar (1:4) with painted cast iron body: one gallon capacity, automatic flushing cistern in each group etc. including 12 mm brass controlling valve, 32 mm dia PVC flush pipe with brass coupling, 12 mm dia plastic lead (connection) pipe including mending good the damages with 1:4 cement mortar etc. all complete approved and accepted by the Engineer.

   

26.14.1

BISF -White

each

1495.00

26.14.2

BISF -Coloured 

each

1549.00

26.14.3

BISF -Special coloured

each

1603.00

26.15

Supplying, fitting and fixing ,porcelain sink fitted and fixed with heavy type C.I. brackets, 12 mm dia C.P. bib cock, 40 mm dia C.P. chain plug. 40 mm dia. C.P. waste, 40 mm dia PVC waste pipe with brass coupling (750 mm length) including making holes in walls and floors and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer.

   

26.15.1

BISF -White 635x 480x195, 19.5kg

each

2817.00

26.15.2

BISF -Coloured   635x 480x195, 19.5kg

each

3524.00

26.16

Supplying, fitting and fixing single bowl stainless steel sink with sink tray size (450 x 1050 mm.) with heavy type CI steel brackets 12mm dia C.P. bib-cock 40 mm dia C.P. chain plug. 40 mm dia C.P. waste. 40 mm dia PVC waste pipe with brass coupling (750 mm length) including making hole in walls and floors and mending good the damages, finishing with 1:4 cement mortar etc. all complete approved and accepted by the Engineer. (Malaysia / Singapore / Thailand made or equivalent)

each

4090.00

26.17

Supplying, fitting and fixing double bowl stainless steel sink with sink tray with heavy type CI or steel brackets 12 mm dia C.P. chain plug. 40 mm dia C.P. waste, 40 mm dia PVC waste pipe with brass coupling (750 mm length) including making hole in walls and floors and mending good the damages, finishing etc. all complete approved and accepted by the Engineer. (Malaysia / Singapore / Thailand made or equivalent)

each

7596.00

26.18

Supplying, fitting and fixing of 450 x 600 mm size and5 mm thick unframed super quality mirror with hard boards at the back with all necessary fitting including making holes in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer. (Made in Japan or equivalent)

each

786.00

26.19

Supplying, fitting and fixing of 450 x 350 mm size and 5 mm thick unframed super quality mirror with hard boards at the back with all necessary fitting including making holes in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer. (Made in Japan or equivalent)

each

621.00

26.20

Supplying, fitting and fixing super quality 600 x 125 mm coloured glass (plate) shelf having 5 mm thickness with fancy C.P. brackets, screws and frames including making holes in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer.

each

1258.00

26.21

Supplying, fitting and fixing super quality 600 x 125 mm white glass (plate) shelf having 5 mm thickness with fancy C.P. brackets, screws and frames including making holes in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer.

each

689.00

26.22

Supplying, fitting and fixing super qualityC.P. Towel rail of 600 mm long and 20 mm in dia with C.P. holder including making holes in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer.

each

637.00

26.23

Supplying, fitting and fixing medium quality C.P. Towel rail of 600 mm long and 20 mm in dia with C.P. holder including making holes in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer.

each

537.00

26.24

Supplying, fitting and fixing standard toilet paper holder of 150 x 150 x 126 mm size including making holes in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer.

   

26.24.1

BISF white

each

192.00

26.24.2

BISF colored

each

227.00

26.25

Supplying, fitting and fixing of special coloured toilet paper holder Size (150 mm x 150 mm x 126 mm) including making holes in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer.

   

26.25.1

white:depth along wall 155

each

581.00

26.25.2

colored : depth along wall 155

each

743.00

26.25.2

- do - Standard size stainless steel bracket and holder rod with cover. 

each

406.00

26.25.3

- do - Standard size, C.P iron bracket with plastic holder rod.     

each

340.00

26.26

Supplying, fitting and fixing standard size soap tray including making holes in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer.

   

26.26.1

C.P. soap tray

each

211.00

26.26.2

Porcelain soap tray (white)

each

321.00

26.26.3

Porcelain soap tray (coloured)

each

375.00

26.26.4

Stainless steel soap tray

each

335.00

26.27

Supplying, fitting and fixing 125 mm dia stainless steel floor grating in traps or in drains including making holes in walls/floors and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer.

each

198.00

26.28

Supplying, fitting and fixing 62 mm dia stainless steel floor grating in traps or in drains including making holes in walls/floors and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer.

each

145.00

26.29

Supplying, fitting and fixing plastic grating with hinged cover size 150 x 150 mm in traps or in drains including making holes in walls/floors and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer.

each

345.00

 

RAIN WATER DOWN, SOIL WASTE AND VENTILATION PIPES

   

26.30

Supplying 100 mm inside diameter HCI rainwater down pipe, fitting and fixing in position with head and shoes, bends, trap, tee, offset, clamps and nails etc. complete in all floors approved and accepted by the Engineer.

rm

1864.00

26.31

Supplying 100 mm inside diameter best quality uPVC rain water down pipe fitting, fixed in position with head and shoes, bends, min.20 mm width F.I. Bar clamp and nails, and including all accessories such as round grating/domed roof grating bands, sockets approved and accepted by the Engineer.

rm

642.00

26.32

Supplying 50 mm inside diaHCI soil, waste and ventilation pipe each piece having over length 1800 mm, thickness 6.5mm, spigot diameter 80 mm, weight min 12 kg fitted and fixed in position with sockets thickness min 8.5 mm, internal depth min 68 mm, bead's outside diameter min 90 mm, ears flange length min  150 mm, caulking clearance min 10 mm  produced in foundry grade pig iron as per BSTI approved manufacturer standard fitting and fixing in position including head and shoes bends made of minimum 20 mm x 3 mm F.I. bar or equivalent, trap, tee, offset, clamps and nails etc. complete in all floors approved and accepted by the Engineer.

rm

962.00

26.33

Supplying 100 mm inside dia HCI soil, waste and ventilation pipe each piece having over length 1800 mm, thickness 6.5 mm, spigot diameter 117 mm, weight min 24.85 kg fitted and fixed in position with sockets thickness min 6.5 mm, internal depth min 75 mm, bead's outside diameter min155 mm, ears flange length min 208 mm, caulking clearance min 8 mm produced in foundry grade pig iron as per BSTI approved manufacturer standard fitting and fixing in position including head and shoes bends made of minimum 20 mm x 3 mm F.I. bar or equivalent, trap, tee, offset, clamps and nails etc. complete in all floors accepted by the Engineer.

rm

1813.00

26.34

Supplying 150 mm inside dia HCI soil, waste and ventilation pipe each piece having over length 1800 mm, thickness 6.5mm, spigot diameter 117mm, weight min 41kg fitted and fixed in position with sockets thickness min 7mm, internal depth min 100 mm bead's outside diameter min 200mm, ears flange length min 258 mm, caulking clearance min 9 mm produced in foundry grade pig iron fitting and fixing in position including head and shoes, bends, trap, tee, off-set, clamps and nails etc. complete in all floors approved and accepted by the Engineer.

rm

2640.00

26.35

Supplying 50 mm inside dia best quality uPVC soil, waste and ventilation pipe having specific gravity 1.35 - 1.45, wall thickness 2.5 - 3.0 mm, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitted and fixed in position with sockets, bends, of uPVC Pipe with all accessories such as Round grating /domed roof grating bands, sockets etc. approved and accepted by the Engineer (length: 6000 mm each).

rm

446.00

26.36

Supplying 100 mm inside dia best quality uPVC soil, waste and ventilation pipe having specific gravity 1.35-1.45, wall thickness 3.4- 4.0 mm, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitted and fixed in position with sockets, bends, with all accessories such as Round grating/domed roof grating bands, sockets etc. approved and accepted by the Engineer (length: 6000 mm each).

rm

739.00

26.37

Supplying 150 mm inside dia best quality uPVC soil, waste and ventilation pipe having specific gravity 1.35 - 1.45, wall thickness 4.5 mm - 5.2 mm, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitted and fixed in position with sockets, bends, with all accessories such as Round grating/domed roof grating bands, sockets etc. approved and accepted by the Engineer (length: 6000 mm each).

rm

1073.00

26.38

Supplying, fitting and fixing G.I. pipeconforming to the standard BS-1387 & BDS-1031, having chemical composition (in%) Carbon  0.17-0.25, Manganese 0.95-1.20, Sulphur 0.060 max, Phosphorous  0.060 max, Tensile properties : miminum Yield Strength 188 MPa, minimumTensile Strength  313 MPa and marking for a) Manufacturer b) Material c) Wall thickness d) Nominal outside dia e) Intended use etc. on the body of the pipewith all special fittings, such as bends, elbows, sockets, reducing sockets, tee, unions, jam-nuts etc. including cutting trenches where necessary and fitting the same with earth duly rammed and fixing in walls with holder bats and making hole in floors, walls and consequent mending good the damages etc. all complete in all respects approved and accepted by the Engineer.

(Pipes manufactured by National Tubes Limited under Steel & Engineeing Corporation, Ministry of Industries, Government of Bangladesh shall be given priority)

   

26.38.1

15 mm dia G.I. pipe with wall thickness 2.65 mm, outside diameter min 21 mm, weight 1.31 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.

rm

301.00

26.38.2

20 mm dia G.I. Pipe with wall thickness 2.65 mm, outside diameter min 26.5 mm, weight 1.70 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.

rm

390.00

26.38.3

25 mm dia G.I. Pipe with wall thickness 3.25 mm, outside diameter min 33.3 mm, weight 2.59 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.

rm

508.00

26.38.4

32 mm dia G.I. Pipe with wall thickness 3.25 mm, outside diameter min 42 mm, weight 3.33 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.

rm

644.00

26.38.5

40 mm dia G.I. Pipe with wall thickness 3.25 mm, outside diameter min 47.9 mm, weight 3.83 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.

rm

869.00

26.38.6

50 mm dia G.I. Pipe with wall thickness 3.65 mm, outside diameter min 59.7 mm, weight 5.38 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.

rm

1083.00

26.38.7

62~65 mm dia G.I. Pipe with wall thickness 3.25 mm, outside diameter min 75.2 mm, weight 6.15 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.

rm

1541.00

26.38.8

75~80 mm dia G.I. Pipe with wall thickness 3.25 mm, outside diameter min 87.9 mm, weight 7.22 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.

rm

1899.00

26.38.9

100 mm dia G.I. Pipe with wall thickness 3.65 mm, outside diameter min 113 mm, weight 10.42 kg/m, can withstand min 50 kg/cm2   hydraulic pressure.

rm

2520.00

26.39

Supplying different inside dia uPVC pressure pipe C-Grade / Having density 1350 kg/m3, opacity 0.2% of visible light as per ISO 7686, minimum required strength 25 MPa conforming to BDS-1:2013, 4.4.1, 4.4.2for water supply having specific gravity 1.35 - 1.45, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitted and fixed in position with sockets, bends, with all accessories such as Round grating/domed roof grating, bends, sockets etc. approved and accepted by the Engineer. (length: 6000 mm each)

   

26.39.1

12 mm dia wall thickness 2.8 mm - 3.3 mm

rm

152.00

26.39.2

19 mm dia wall thickness 2.9 mm - 3.4 mm

rm

200.00

26.39.3

25 mm dia wall thickness 3.4 mm - 4.0 mm

rm

214.00

26.39.4

32 mm dia wall thickness 3.6 mm - 4.2 mm

rm

277.00

26.39.5

37 mm dia wall thickness 3.7 mm - 4.3 mm

rm

325.00

26.39.6

60 mm dia wall thickness 3.9 mm - 4.5 mm

rm

411.00

26.39.7

75 mm dia wall thickness 4.8 mm - 5.5 mm

rm

546.00

26.39.8

88 mm dia wall thickness 3.5 mm - 4.1 mm

rm

674.00

26.39.9

114 mm dia wall thickness 4.5 mm - 5.2 mm

rm

920.00

26.40

Supplying different inside dia best quality CPVC pressure pipe Having density 1350 kg/m3, opacity 0.2% of visible light as per ISO 7686, minimum required strength 25 MPa conforming to BDS-1:2013, 4.4.1, 4.4.2for water supply having specific gravity 1.35 - 1.45, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitted and fixed in position with sockets, bends, with all accessories such as Round grating/domed roof grating, bends, sockets etc. approved and accepted by the Engineer. (length: 6000 mm each)

   

26.40.1

12 mm dia wall thickness 2.8 mm - 3.3 mm

rm

246.00

26.40.2

19 mm dia wall thickness 2.9 mm - 3.4 mm

rm

344.00

26.40.3

25 mm dia wall thickness 3.4 mm - 4.0 mm

rm

353.00

26.40.4

32 mm dia wall thickness 3.6 mm - 4.2 mm

rm

528.00

26.40.5

37 mm dia wall thickness 3.7 mm - 4.3 mm

rm

650.00

26.40.6

50 mm dia wall thickness 3.9 mm - 4.5 mm

rm

1077.00

26.41

Supplying different inside dia best quality ABS pressure pipe for water supply having specific gravity 1.35 - 1.45, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitted and fixed in position with sockets, bends, with all accessories such as Round grating/domed roof grating, bends, sockets etc. approved and accepted by the Engineer. (length: 6000 mm each)

   

26.41.1

12 mm dia wall thickness 2.8 mm - 3.3 mm

rm

406.00

26.41.2

19 mm dia wall thickness 2.9 mm - 3.4 mm

rm

470.00

26.41.3

25 mm dia wall thickness 3.4 mm - 4.0 mm

rm

439.00

26.41.4

32 mm dia wall thickness 3.6 mm - 4.2 mm

rm

780.00

26.41.5

37 mm dia wall thickness 3.7 mm - 4.3 mm

rm

983.00

26.41.6

50 mm dia wall thickness 3.9 mm - 4.5 mm

rm

1725.00

26.42

Supplying, fitting and laying HCI soil pipe each piece having over length 1800 mm, thickness 5.5 mm, spigot diameter 116 mm, weight min 24.85 kg fitted and fixed in position with sockets thickness min 6.5 mm, internal depth min 75 mm, bead's outside diameter min 155 mm, ears flange length min 208 mm, caulking clearance min 7.5 mm produced in foundry by grade pig iron as per BSTI approved manufacturer standard fitting and fixing in position including head, shoes, bends, trap, tee, offset, clamps and nails etc. complete in all floors approved and accepted by the Engineer.

   

26.42.1

H.C.I pipe 100 mm dia

rm

1561.00

26.42.2

H.C.I pipe 150 mm dia

rm

2089.00

26.43

Supplying, fitting and laying up to depth of invert 100 mm inside dia best quality uPVC pressure soil pipe having specific gravity 1.3 -1.45, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitted and fixed in position with sockets, bends, with all accessories such as Round grating/domed roof grating etc. complete approved and accepted by the Engineer (length: 6000 mm each).

   

26.43.1

uPVC soil pipe 100 mm dia wall thickness 2.7 mm - 3.4 mm,

rm

553.00

26.43.2

uPVC soil pipe 150 mm dia wall thickness 4.0 mm - 4.5 mm,

rm

724.00

26.44

Supplying, fitting and fixing laying Pipes up to depth of invert dia R.C.C pipe having 1.83 meter in length made of stone chips with 40 mm cement joint including all fittings and specials like plain bend, Tees, reducing sockets, junctions, door bends cowls, anti-siphon, gasket and cement joints, making holes in walls and mending good the damages etc. all complete approved and accepted by the Engineer.  

   

26.44.1

R.C.C pipe of 150 mm dia with thickness 40mm

rm

864.00

26.44.2

R.C.C pipe of 225 mm dia with thickness 40mm

rm

1347.00

26.44.3

R.C.C pipe of 300 mm dia with thickness 50mm

rm

2213.00

26.44.4

R.C.C pipe of 375 mm dia with thickness 50mm

rm

2843.00

26.45

Supplying 100 mm dia uPVC pipe for waste including fitting, fixing etc. all complete approved and accepted by the Engineer.  

rm

575.00

26.46.1

Supplying 150 mm dia uPVC pipe for underground laying including fitting, fixing etc. all complete approved and accepted by the Engineer.

rm

764.00

26.46.2

Supplying 200 mm dia uPVC for underground laying including fitting, fixing etc. all complete approved and accepted by the Engineer.

rm

1459.00

26.46.3

Supplying 250 mm dia uPVC for underground laying including fitting, fixing etc. all complete approved and accepted by the Engineer.

rm

2019.00

26.46.4

Supplying uPVC waste pipe 280 mm dia with wall thickness 6.9 mm - 8.6 mm for underground laying including fitting, fixing etc. all complete approved and accepted by the Engineer.

rm

2463.00

26.46.5

Supplying uPVC waste pipe 315 mm dia with wall thickness 7.7 mm - 9.7 mm for underground laying including fitting, fixing etc. all complete approved and accepted by the Engineer.

rm

3368.00

26.47

Supplying, fitting and fixing G.I. Union with sealant etc. complete in all respects approved and accepted by the Engineer.

   

26.47.1

12 mm dia G.I. Union

each

104.00

26.47.2

20 mm dia G.I. Union

each

136.00

26.47.3

25 mm dia G.I. Union

each

163.00

26.47.4

32 mm dia G.I. Union

each

209.00

26.47.5

40 mm dia G.I. Union

each

302.00

26.47.6

50 mm dia G.I. Union

each

357.00

26.47.7

62 mm dia G.I. Union

each

659.00

26.47.8

75 mm dia G.I. Union

each

843.00

26.47.9

100 mm dia G.I. Union

each

1166.00

26.48

Supplying, fitting and fixing best quality G.I. gate valve with sealant etc. complete approved and accepted by the Engineer.

   

26.48.1

12 mm brass gate valve

each

321.00

26.48.2

20 mm brass gate valve

each

521.00

26.48.3

25 mm brass gate valve

each

617.00

26.48.4

32 mm brass gate valve

each

876.00

26.48.5

40 mm brass gate valve

each

975.00

26.48.6

50 mm brass gate valve

each

1631.00

26.48.7

62 mm brass gate valve

each

3277.00

26.48.8

75 mm brass gate valve

each

4386.00

26.48.9

100 mm brass gate valve

each

7171.00

26.49

Supplying, fitting and fixing best quality G.I. Globe valve, threaded joint with sealant etc. complete approved and accepted by the Engineer.

   

26.49.1

12 mm dia brass Globe valve

each

321.00

26.49.2

20 mm dia brass Globe valve

each

454.00

26.49.3

25 mm dia brass Globe valve

each

753.00

26.49.4

32 mm dia brass Globe valve

each

1150.00

26.49.5

40 mm dia brass Globe valve

each

1350.00

26.49.6

50 mm dia brass Globe valve

each

2020.00

26.49.7

62 mm dia brass Globe valve

each

3341.00

26.49.8

75 mm dia brass Globe valve

each

4582.00

26.49.9

100 mm dia brass Globe valve

each

6279.00

26.50

Supplying, fitting and fixing best quality G.I. Check valve, threaded joint with sealant etc. complete approved and accepted by the Engineer.

   

26.50.1

12 mm brass check valve

each

357.00

26.50.2

20 mm brass check valve

each

425.00

26.50.3

25 mm brass check valve

each

617.00

26.50.4

32 mm brass check valve

each

876.00

26.50.5

40 mm brass check valve

each

1035.00

26.50.6

50 mm brass check valve

each

1631.00

26.50.7

62 mm brass check valve

each

2797.00

26.50.8

75 mm brass check valve

each

3845.00

26.50.9

100 mm brass check valve

each

6211.00

26.51

Supplying, fitting and fixing best quality G.I. Float valve, threaded joint Pit valve etc. complete approved and accepted by the Engineer.

   

26.51.1

12 mm brass Float valve

each

337.00

26.51.2

20 mm brass Float valve

each

444.00

26.51.3

25 mm brass Float valve

each

494.00

26.51.4

32 mm brass Float valve

each

835.00

26.51.5

40 mm brass Float valve

each

1113.00

26.52

Supplying, fitting and fixing European type HCI P-Trap drainage pipe preparing the base with cement concrete in 1:2:4 and with wire mesh or rods if necessary, in all floors including making holes wherever required and mending good the damages and fitting, fixing complete with all necessary fittings and connection approved and accepted by the Engineer.

   

26.52.1

100 mm dia HCI P Trap Cleanout

each

1109.00

26.52.2

100 x 100 mm or 100 x 50 mm size HCI Y or T-Y Cleanout

each

1249.00

26.52.3

150 x 150 mm or 150 x 100 mm size HCI T-Y or Y Cleanout

each

1572.00

26.52.4

50 mm dia size HCI Trap

each

1431.00

26.53

Supplying different inside dia best quality uPVC pressure waste pipe having specific gravity 1.35 -1.45, wall thickness 2.7 mm - 3.4 mm, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards, fitted and fixed in position with sockets, bends, with all accessories such as Round grating/domed roof grating bands, sockets etc. complete approved and accepted by the Engineer.

   

26.53.1

50 mm dia uPVC Y or T - Y Cleanout

each

491.00

26.53.2

100 mm dia uPVC ‘P’ or ‘S’ trap

each

575.00

26.53.3

100 mm dia uPVC Y or T - Y Cleanout

each

669.00

26.53.4

50 mm dia uPVC Y or T - Y Cleanout

each

490.00

26.54.

Supplying, fitting and fixing best quality faucets etc. complete approved and accepted by the Engineer

   

26.54.1

12 mm CP bib cock

each

682.00

26.54.2

12 mm Special quality CP bib cock

each

1063.00

26.54.3

12 mm Twin inone bib cock

each

195.00

26.55

Supplying, fitting and fixing best quality CP pillar cock etc. complete approved and accepted by the Engineer

 

 

26.55.1

12 mm CP medium quality pillar cock

each

840.00

26.55.2

12 mm CP special heavy duty pillar cock

each

978.00

26.56

Supplying, fitting and fixing best quality concealed fixed sink cock etc. complete approved and accepted by the Engineer

   

26.56.1

12 mm CP Concealed fixed cock

each

921.00

26.56.2

12 mm CP Concealed moving cock

each

967.00

26.57.1

Supplying, fitting and fixing CP Basin Mixture with all necessary hardware and consumables approved and accepted by the Engineer.

each

2338.00

26.57.2

Supplying, fitting and fixing CP Single Handle Basin Mixture with all necessary hardware and consumables approved and accepted by the Engineer.

each

1934.00

26.58

Supplying, fitting and fixing CP Shower Mixtureincluding Shower Head only with all necessary hardware and consumables approved and accepted by the Engineer.

each

3404.00

26.59

Supplying, fitting and fixing CP Shower Mixtureincluding Shower Head and faucet with all necessary hardware and consumables approved and accepted by the Engineer.

each

4867.00

26.60

Supplying, fitting and fixing CP Bath tub Mixture with Shower Head only including all necessary hardware and consumables approved and accepted by the Engineer.

each

5110.00

26.61

Supplying, fitting and fixing CP Self closing pillar cock with all necessary hardware and consumables approved and accepted by the Engineer

each

971.00

26.62

Supplying, fitting and fixing Special/Fancy quality C.P. concealed/ surface stop cock with all necessary hardware and consumables approved and accepted by the Engineer.

   

26.62.1

12 mm brass Stop Cock for Surface Mount (general quality)

each

307.00

26.62.2

12 mm CP Stop Cock for Surface Mount (medium quality)

each

382.00

26.62.3

12 mm CP Stop Cock for Surface Mount (special type)

each

919.00

26.62.4

Angle Stop cock concealed (general)

each

1018.00

26.62.5

Stop cock concealed (medium)

each

1077.00

26.62.6

Stop cock concealed (heavy)

each

1175.00

26.63

Supplying, fitting and fixing Special/Fancy quality C.P. concealed/ Surface Angle stop cock etc. complete approved and accepted by the Engineer.

   

26.63.1

12 mm CP surface mounted angle stop cock (general)

each

789.00

26.63.2

12 mm CP medium quality surface & heavy type fancy angle stop cock

each

827.00

26.63.3

12 mm surface special heavy type angle stop cock

each

795.00

26.63.4

12 mm CP concealed mount angle stop cock

each

647.00

26.63.5

Medium concealed angle stop cock

each

795.00

26.63.6

Special concealed heavy type angle stop cock

each

952.00

26.64

Groove cutting in brick work, R.C.C floor, including cost for concealing of G.I. pipe work (12 mm and 20 mm dia) in brick wall by cutting groove in wall, lintel, beam etc. by any means carefully without damaging the structure and filling the grooves with C.C (4:2:1) after laying of pipe including cost of scaffolding, finishing, curing etc. all complete approved and accepted by the Engineer.

   

26.64.1

Groove Size 40 x 40 mm (For laying 12 mm to 20 mm dia pipes)

rm

49.00

26.64.2

Groove Size 75 x 75 mm (For 25 mm to 40 mm dia pipes)

rm

74.00

26.65

Supply and fitting-fixing cleansing shower for ablution including holder of following types:

   

26.65.1

Fixed type 100 mm CP shower rose

each

610.00

26.65.2

Moving type 100 mm CP shower rose

each

1008.00

26.66

Supply and fitting-fixing hand / push shower for ablution including holder

   

26.66.1

Moving type hand shower

each

2628.00

26.66.2

Moving type push shower

each

899.00

26.67

Supplying, fitting fixing of food grade plastic overhead water reservoir tank including all necessary fittings, hardware and consumables etc. all complete approved and accepted by the Engineer.

   

26.67.1

1000 liter capacity

each

13381.00

26.67.2

1500 liter capacity

each

19537.00

26.67.3

2000 liter capacity

each

25790.00

26.68

Supply and installation of food-grade plastic internal mini water tank for the use in kitchen, bathroom and toilet for emergency storage and supply of water manufactured from liner low density polyethylene (ILDPE) roto-grade (ultra violet) stabilized which complies FDA (Federal Department of Agriculture, USA) regulations 21 CFR 1277. 152, having food grade quality where no recycled material is used carrying, lifting, fitting, fixing in position including supply of necessary hardware, consumables, fittings etc. all complete approved and accepted by the Engineer.

   

26.68.1

150 liter capacity

each

3816.00

26.68.2

300 liter capacity

each

5979.00

26.68.3

500 liter capacity

each

7882.00

26.69

Supply and installation of foreign made food grade stainless steel water tank including supply of hardware, consumables, fittings etc. all complete approved and accepted by the Engineer.

   

26.69.1

500 liter capacity

each

10862.00

26.69.2

1000 liter capacity

each

19005.00

26.69.3

2000 liter capacity

each

32035.00

26.69.4

4000 liter capacity

each

63293.00

26.69.5

6000 liter capacity

each

68740.00

26.70

Supply and installation of 400 gallon capacity Ferro-cement water tank including necessary hardware, fittings and consumables etc. all complete approved and accepted by the Engineer.

each

7886.00

26.71

Supplying, fitting and fixing 12 mm dia, 450 mm longPlastic flexible lead (connection) pipe approved and accepted by the Engineer.

each

65.00

26.72

Supplying, fitting and fixing 12 mm dia, 600 mm long Plastic flexible lead (connection) pipe approved and accepted by the Engineer.

each

99.00

26.73

Supplying, fitting and fixing 12 mm dia 450 mm long metal cover connection pipe approved and accepted by the Engineer.

each

350.00

26.74

Supplying, fitting and fixing 12 mm dia 600 mm long metal cover connection pipe approved and accepted by the Engineer.

each

399.00

 

INSPECTION PIT & SOAK WELL

   

26.75

Construction of masonry inspection pitwith 250 mm thick brick work in cement mortar (1:4) including necessary earth work, side filling and one layer brick flat soling, 75 mm thick (1:3:6) base concrete for making invert channel and 12 mm thick (1:2) cement plaster with neat finishing etc. all complete up to a depth of 700 mm approved and accepted by the Engineer.

   

26.75.1

Clear 450 x 450 mm and depth 450 to 600 mm, average 525 mm for single 150 mm dia R.C.C. pipes and 400 mm PVC pipe.

each

3433.00

26.75.2

Clear 520 x 525 mm and depth 675 to 825 mm, average 750 mm for single 225 mm dia R.C.C. pipes and 400 mm PVC pipe.

each

5012.00

26.75.3

Clear 600 x 600 mm and depth 750 to 900 mm, average 825 mm for single 300 mm dia R.C.C. pipes and 375 mm and 400 mm PVC pipe.

each

6882.00

26.75.4

Master-pit of Size: Clear 600 x 500 mm and average 750 mm depth for Septic tank.

each

3710.00

26.76

Construction and placing of R.C.C. inspection pit cover (slab) in (1:2:4) with 1% reinforcement excluding M.H. cover with locking/unlocking arrangement including necessary earth work, side filling shuttering, curing, cement plaster (1:4) with neat finishing on edges and top etc. all complete approved and accepted by the Engineer.

   

26.76.1

900 x 900 x 75 mm R.C.C. pit cover

each

1309.00

26.76.2

1025 x 1025 x 75 mm R.C.C. pit cover

each

1512.00

26.76.3

1100 x 1100 x 75 mm R.C.C. pit cover

each

1734.00

26.77

Construction and placing of R.C.C inspection pit cover (slab) with supplying and provisions for placing, fitting, fixing 450 mm dia C.I. Man-hole cover with locking/un-locking arrangement including concrete (1:2:4) with approx. 1% re-enforcement, necessary earth cutting, or cleaning, side filling, curing etc. with minimum 12 mm cement plaster (1:4) and neat cement finishing on edges and top all complete and accepted by the Engineer.

   

26.77.1

950 x 950 x 75 mm R.C.C. pit cover with 450 mm dia C.I. manhole cover.

each

2371.00

26.77.2

1025 x 1025 x 75 mm R.C.C. pit cover with 450 mm dia C.I. manhole cover.

each

2534.00

26.77.3

1100 x 1100 x 75 mm R.C.C. pit cover with 450 mm dia C.I. manhole cover.

each

2755.00

26.78

Construction of masonry inspection pits up to a depth of 700 mm with 250 mm thick brick work in cement mortar (1:4) including 100 mm thickR.C.C. top slab (1:2:4) with 1% reinforcement, man-hole cover with locking arrangement including necessary earth work, side filling and one brick flat soling. 75 mm thick (1:3:6) base concrete for making invert channel and 12 mm thick (1:2) cement plaster with neat finishing etc. all complete approved and accepted by the Engineer.

   

26.78.1

Clear 450 x 450 mm and depth 450 to 600 mm, average 525 mm for single 150 mm dia R.C.C. pipes and 400 mm PVC pipe with pit cover and 450 mm dia C.I. man-hole cover.

each

5804.00

26.78.2

Clear 525 x 525 mm and depth 675 to 825 mm, average 750 mm for single 225 mm dia R.C.C. pipes and 400 mm PVC pipe with pit cover and 450 mm dia C.I. man-hole cover.

each

7546.00

26.78.3

Clear 600 x 600 mm and depth 750 to 900 mm, average 825 mm for single 300 mm dia R.C.C. pipes and 375 mm and 400 mm PVC pipe with pit cover and 450 mm dia C.I. man-hole cover.

each

9637.00

26.79

Construction of septic tank of different sizes with walls of brick work in cement mortar (1:6) having a lining of minimum 125 mm R.C.C cast against the walls as per approved type plan over a brick flat soling and 150 mm thick reinforced cement concrete flooring (1:2:4) with 125 mm thick walls in partition and 12 mm thick cement plaster (1:4) with N.C.F. to insides of walls on floor and all around outside walls by 18" height at top including supplying fitting and fixing of two R.C.C. Tees and providing 450 mm dia water sealed heavy type C.I. manhole cover with locking/unlocking arrangement and 100 mm thick R.C.C (1:2:4) top slab, including centering, shuttering, fabricating, casting and curing etc. complete up to required depth including necessary earth work in excavation and shoring, bailing out water and side filling including the cost of all materials, operations and incidental charges. etc. all complete as per type plan approved and accepted by the Engineer. (Rate is including cost of reinforcement and its fabrication, binding and placing)

   

26.79.1

For 200 users

each

235777.00

26.79.2

For 100 users

each

183339.00

26.79.3

For 50 users

each

121488.00

26.79.4

For 30 users

each

84996.00

26.79.5

For 20 users

each

80127.00

26.79.6

For 10 users

each

46516.00

26.80

Construction of soak well of different sizes (medium and large sizes) with 250 mm thick solid brick work and 250 mm honey comb brick work with cement mortar (1:6) as per design over R.C.C. (1:2:4) well curb with 1% reinforcement up to the depth as per drawing with 450 mm dia water sealed heavy type. C.I. manhole cover with locking arrangement, filling the well up to the required depth with graded khoa and sand including supplying and fabricating M.S.  Rod, casting, curing including necessary earth work in excavation, side filling and bailing out water including cost of all materials etc. all complete as per drawing, design approved and accepted by the Engineer. (Rate is including cost of reinforcement and its fabrication, binding and placing)

   

26.80.1

200 users

each

76366.00

26.80.2

100 users

each

67733.00

26.80.3

50 users

each

57356.00

26.81

Construction of soak well of different sizes (small sizes) with 250 mm thick solid brick work and 250 mm honey comb brick work with cement mortar (1:6) as per design over R.C.C. (1:2:4) well curb with 1% reinforcement up to the depth as per drawing with 450 mm dia water sealed heavy type. C.I. manhole cover with locking arrangement, filling the well up to the required depth with graded khoa and sand including supplying and fabricating M.S.  Rod, casting, curing including necessary earth work in excavation, side filling and bailing out water including cost of all materials etc. all complete as per drawing, design approved and accepted by the Engineer.

   

26.81.1

20 to 30 users

each

48863.00

26.81.2

10 users

each

33790.00

26.82

Supplying, fitting, fixing of Reverse Osmosis Water Purifier of foreign made for purification of water by reverse osmosis system to have potable water confirming WHO standard and Bangladesh concentration parameters including installation charge, carriage, sundries etc. complete approved and accepted by the Engineer. (excluding cost of pipe, pipe line laying and accessories required for pipe line laying)

   

26.82.1

Water purification vol.: 50 Gallon /day water reserve capacity: 11 liter

each

21318.00

26.82.2

Water purification volume: 75 gallon per day (Without meter)

each

25238.00

26.82.3

Water purification volume: 75 gallon per day (With meter)

each

26636.00

26.82.4

Water purification volume: 100 gallon per day

each

79433.00

26.83

Supply, installation and commissioning of 50 liter capacity best quality ‘Water Dispenser’ with container of approved brand/origin.

each

4391.00

26.84

Punching or cutting hole of any diameter for sanitary works.

each

666.00

27

DEEP TUBE-WELL SINKING OF 38 mm DIA TEST AND OBSERVATION WELL (Note:  Tender for test & observation well must be called beforehand. Tender for main production well will then be called on the basis of required data obtained from the test well. Requirements of water must be guiding factor in dimensioning the main well.

   

27.1

Mobilization for test boring or observation well: Transportation of materials, equipments, tools and plants and boring rig to work site. Construction of derrick and dismantling the same. Cleaning the site after completion of the work accepted by the Engineer.

Per set

7034.00

27.2

Boring by using 100 mm dia cutter and 40 mm dia heavy type G.I pipe having wall thickness 2.9 mm, outside diameter min 47.8 mm, weight 3.517 kg/m, capability to withstand 50 kg/cm2 and other equipments capable of drilling up to a depth 500 meter by water jet system through all sorts of strata. Protection of caving by supplying necessary casing pipe. Collection of soil samples at every 3 meter interval and at every change of strata and preserves them in a controlled environment for analysis and laboratory test. Finally withdrawal of boring and casing pipes etc. complete and accepted by the Engineer.

   

27.2.1

From 0.0 m to 50 m = 50 m

rm

154.00

27.2.2

From 50 m to100 m = 50 m

rm

177.00

27.2.3

From 100 m to 152 m = 52 m

rm

203.00

27.2.4

From 152 m to 200 m = 48 m

rm

234.00

27.2.5

From 200 m to 250 m = 50 m

rm

269.00

27.2.6

Beyond 250 m

rm

309.00

27.3

Installation of tube-well fixture for observation well: Supplying and lowering of 40/38 mm inside dia best quality uPVC pressure tube well pipe having specific gravity 1.35 - 1.45, wall thickness 2.5 mm - 3.0 mm, capability to withstand a minimum hydrostatic pressure of 170 psi for 1 hr. fitted and fixed in position with all accessories, uPVC sand trap of length 3.00m with uPVC strainer of desired slot installing in or at mid depth of the most suitable water bearing strata. 38 mm dia G.I. pipe of best quality of length 1.52 m with M.S. welded flat bar on each side to prevent from rotation up to desired depth, fitting fixing the best quality No. 6 C.I. head hand-pump etc including the cost of solvent cement, socket adaptor, filling medium sand up to 18.00 m above strainer and the remaining portion with available soil from boring etc. complete as per standard specification and accepted by the Engineer.

   

27.3.1

Fitting, fixing No. 6 Hand-pump set including all necessary accessories etc complete and accepted by the Engineer.

each

2738.00

27.3.2

 

38/40 mm dia heavy type G.I pipeconforming to standard BS-1387 & BDS-1031, having chemical composition (in%) Carbon 0.17-0.25, Manganese 0.95-1.20, Sulphur 0.060 max, Phosphorous 0.060 max, Tensile properties: miminum Yield Strength 188 MPa, minimumTensile Strength 313 MPa and marking for a) Manufacturer b) Material c) Wall thickness d) Nominal outside dia e) Intended use etc. on the body of the pipehaving wall thickness 2.9 mm, weight 3.517 kg/m capability to withstand 50 kg/cm2 hydraulic pressure. 

rm

680.00

27.3.3

38/40 mm dia water grade uPVC pipe having wall thickness 2.5-3.00 mm

rm

141.00

27.3.4

38/40 mm dia water grade uPVC strainer having thickness 2.5-3.00 mm

rm

175.00

27.3.5

38/40 mm dia uPVC socket adapter

each

87.00

27.3.6

Best quality 38 mm dia uPVC cap

each

66.00

27.3.7

Supplying, fitting fixing observation well inside the housing pipe of the deep tube well: 100'-0" depth

each

21806.00

27.3.8

Supplying, fitting fixing tube-well log describing technical information of the tube-well as per instruction and accepted by the Engineer.

each

2859.00

27.3.9

Filling the top 0.6 meter of the bore hole around the top pipe with sanitary seal of concrete of proportion 1:2:4 as per design accepted by the Engineer.

each

51.00

27.4

Complete development of the tube well to obtain sand and turbidity free water at a satisfactory yield confirmed by tests as per specification and accepted by the Engineer. Water sample must be taken from 3 separate aquifers from three tube-well.

   

27.4.1

Wells up to 200 meter depth

   

27.4.1.1

For 1 No. test tube-wells

L.S.

6186.00

27.4.1.2

For 2 Nos. test tube-wells

L.S.

9279.00

27.4.1.3

For 3 Nos. test tube-wells

L.S.

12372.00

27.4.2

Wells beyond 200 meter depth

   

27.4.2.1

For 1 No. test tube-wells

rm

35.57

27.4.2.2

For 2 Nos. test tube-wells

rm

53.35

27.4.2.3

For 3 Nos. test tube-wells

rm

71.14

27.5

"Furnishing design of a production well by testing of water and soil samples from a test bores up to 350 m depth collecting samples of water from the best suitable aquifer, filling in sterilized air-tight glass bottles having no air space inside; collecting soil (sand, solids etc) at 3 m interval and at each change of soil strata from the bores, arranging them in the cell of a box in an orderly manner. carrying out test of water for (1) pH, (2) CO2 (3) Chloride, (4) Fluoride, (5) Iron, (6) Manganese, (7) Nitrate-Nitrogen, (8)Total alkalinity, (9) Total hardness, (10) Arsenic, (11) Turbidity, followed by test reports along with Bangladesh Standards of potable water and (12) Sieve analysis on soils throughout a bore, leading to ascertain the best suitable sustained aquifers, depths and slot sizes of strainer, types and dia of tube well for specific yield, thickness of shrouding around strainer, fineness modulus of shrouding materials, mechanical units (pumps, compressor) for testing and operation of the tube well, maintaining test bore functional till tube well installation, testing etc. is finished, finally filling and sealing the left over test bore permanently, including carrying water and soil samples under direct responsibility of Engineer-in-charge to BRTC, BUET or other reputed laboratory, approved by the authority, submitting the report and design details all complete and accepted by the Engineer and maintaining the mobilized tools and plant at site till satisfactory test results are found (if not, next test bore may be executed with the approval of concern S.E. / Design Office)

· Total No. of  test on water: 11 types of test x 1 test bore x one set sample (3 specimen) = 11  Nos. test (each specimen 1.5 liter of water)

· Sieve analysis: min 9 Nos. Sample x one test x One bore = 9 Nos. test (Samples are of 1 kg dry wt. each)"

There are about 55 (fifty-five) tests for potable water Quality Standard according to Bangladesh Environment Conservation Rules-12 (Schedule-3), 1997, under ECA 1995 of Ministry of Environment and Forest. Therefore, additional test/ tests on water or sieve analysis of soil if required, other than the above specified 12 (twelve) tests, may be carried out for public interest as per direction of the design engineer on actual payment including profit, VAT and all other charges.

 

 

27.5.1

Furnishing design considering 1 No. test bore

L.S.

32223.00

27.5.2

Furnishing design considering 2 Nos. test bore

L.S.

53237.00

27.5.3

Furnishing design considering 3 Nos. test bore

L.S.

79855.00

27.6

Disinfections of the well by using minimum 3 kg of bleaching powder of 33% strength or any other disinfectant as per standard specification and accepted by the Engineer.

each

380.00

       

27.7

PRODUCTION WELL Mobilization: Preparation for installation of tube-well and transportation of complete boring equipments, labour and materials to the work site and remove the materials after completion of the works. Installation of drilling rig and accessories, making arrangements for electricity, water, labour shed, site office and stores, digging mud pit etc, leveling, dressing and clearing of the site as per original condition and a testing for discharge using minimum 1000 liter water tub etc. all complete as per specifications and accepted by the Engineer.

   

27.7.1

For Tube-wells up to 100 meter depth

Per set

35302.00

27.7.2

For Tube-wells up to 200 meter depth

Per set

37824.00

27.7.3

For Tube-wells beyond 200 meter depth

Per set

40345.00

27.8

Preparation and making gravel pack around the tube well fixtures with supply of designed graded pea gravels free from any substance harmful to pipe and health confirmed by test (Passing through 10 mesh and retained on 40 mesh) including sieving, washing etc. complete as per standard specification and accepted by the Engineer.(The rate is inclusive of the cost of extra amount required for caving and extra depth below the tube well fixtures, shrouding should not be more than 15 m above the strainer and measurement should be allowed from bottom of the tube-well fixture to top of the gravel pack)

cum

3087.00

27.9

Making a sanitary seal up to a minimum depth of 6 meter from G.L. or as specified including the supply of approved quality of cement, sand and khoa (12 mm down graded) in ratio (1:1:5:3) as per standard specification and accepted by the Engineer.

cum

7982.00

27.10

INSTALLATION OF 50 mm x 125 mm DIA SHROUDED. PRODUCTION WELL WITH uPVC PIPE.  Boring: Execution 325 mm dia of boring through all sorts of strata by reverse circulation or any other approved method (Method other than reverse circulation is to be applied only for wells deeper than 152 meter). Boring for 325 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval or as required and at every change in soil stratum including sinking and with drawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer.(Measurement will be allowed from E.G.L. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth or of further boring required due to caving and siltation)

   

27.10.1

From 0.0 m to 50 m = 50 m

rm

750.00

27.10.2

From 50 m to 100 m = 50 m

rm

862.00

27.10.3

From 100 m to 152 m = 52 m

rm

992.00

27.10.4

From 152 m to 200 m = 48 m

rm

1140.00

27.10.5

From 200 m to 250 m = 50 m

rm

1311.00

27.10.6

Beyond 250 m

rm

1508.00

27.11

Supplying the following tube well fixtures and pipes having density 1350 kg/m3, opacity 0.2% of visible light as per ISO 7686, minimum required strength 25 MPa conforming to BDS-1:2013, 4.4.1, 4.4.2 at working site as per standard practice and accepted by the Engineer.

   

27.11.1

Best quality 50 mm dia uPVC cap

each

90.00

27.11.2

50 mm dia water grade uPVC blind pipe/sand trap of wall thickness 2.5 to 3.00 mm

rm

182.00

27.11.3

50 mm dia strainer of any slot as per design made with grade uPVC pipe of wall thickness 2.5 to 3 mm

rm

221.00

27.11.4

Best quality 50 mm x 125 mm dia uPVC Reducer

rm

607.00

27.11.5

125mm dia water grade uPVC Housing pipe of wall thickness 5.5  to 6.4mm

each

736.00

27.11.6

Supplying centralizer made with 12 mm dia M.S. rod of approved design

rm

364.00

27.12

Complete installation of 50 mm dia uPVC tube well fixtures such as expanded top or furnishing pipe, reducer, tube well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing with best quality PVC solution, iron screws and PVC tape, sockets and placing in position with proper size M.S. centralizer @ 3.0 meter c/c in strainer portion including blind pipe etc. complete as per standard practice and accepted by the Engineer.

rm

66.00

27.13

Complete development of the tube well by air compressor and pump of suitable capacity by alternate surging and pumping or any specified method until satisfactory yield. is achieved in sand and turbid free water confirmed by laboratory test using necessary quantity of cologne and conducting step drawn-down test before and after the development as per specification and accepted by the Engineer.
(Development should be started within 24 hours of completion of shrouding)

   

27.13.1

Wells up to 200 m depth

each

22308.00

27.13.2

Wells beyond 200 m depth

each

28257.00

27.14

Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including yield drawn and recovery test etc. complete as per specification and accepted by the Engineer.

Per hour

651.00

27.15

Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) to obtain chlorinated water having 150 ppm free chlorine in the well complete as per standard specification and accepted by the Engineer.

each

1106.00

27.16

Filling of the borehole around the tube well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or local clay free from any substances harmful to pipes and health as per standard specification and accepted by the Engineer.

rm

24.00

27.17

Protective top cover: Supplying and fitting fixing best quality 150 mm dia 4 mm thick MS. Pipe 1.0 m (3'-4") long one end blocked with 200 mm dia 4 mm thick M.S. plate and other end minimum 300 mm (1'-0") embedded in sanitary seal for protection of uPVC Housing Pipe as per standard specification and accepted by the Engineer.

each

3826.00

27.18

INSTALLATION OF 75 mm x 150 mm DIA SHROUDED . PRODUCTION WELL WITH uPVC PIPE. Boring: Execution 350 mm dia of boring through all sorts of strata by reverse circulation or any other approved method (Method other than reverse circulation is to be applied only for wells deeper than 152 meter). Boring for 350 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval or as required and at every change in soil stratum including sinking and with drawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer.(Measurement will be allowed from E.G.L. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth or of further boring required due to caving and siltation)

   

27.18.1

From 0.0 m to 50 m = 50 m

rm

792.00

27.18.2

From 50 m to100 m = 50 m

rm

910.00

27.18.3

From 100 m to 152 m = 52 m

rm

1047.00

27.18.4

From 152 m to 200 m = 48 m

rm

1204.00

27.18.5

From 200 m to 250 m = 50 m

rm

1384.00

27.18.6

Beyond 250 m

rm

1592.00

27.19

Supplying the following tube well fixtures and having density 1350 kg/m3, opacity 0.2% of visible light as per ISO 7686, minimum required strength 25 MPa conforming to BDS-1:2013, 4.4.1, 4.4.2at working site as per standard practice and accepted by the Engineer.

   

27.19.1

Best quality 75 mm dia uPVC cap

each

123.00

27.19.2

75 mm dia water grade uPVC blind pipe/sand trap of wall thickness 3.5 to 4.1 mm

rm

312.00

27.19.3

75 mm dia strainer of any slot as per design made with grade uPVC pipe of wall thickness 3.5 to 4.1 mm

rm

347.00

27.19.4

Best quality 75 mm x 150 mm dia uPVC Reducer

each

769.00

27.19.5

150 mm dia water grade uPVC Housing pipe having wall thickness 6.6 mm to 7.6 mm

rm

953.00

27.19.6

Supplying centralizer made with 12 mm dia M.S. rod of approved design

rm

364.00

27.20

Complete installation of 75 mm dia uPVC tube-well fixtures such as expanded top pipes. Reducer, tube-well pipes, strainer, blind pipe. Pipe cap etc fitting and fixing with best quality uPVC solution, iron screws and uPVC tape and placing in position with proper size M.S. centralizer @ 3 meter c/c .in strainer portion including blind pipe etc. complete as per standard practice and accepted by the Engineer.

rm

74.00

27.21

Complete development of the well by suitable air compressor and pump of suitable capacity by alternate surging and pumping un till satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer.(Development should be started within 24 hours of completion of shrouding)

   

27.21.1

Wells up to 200 m depth

each

28390.00

27.21.2

Wells beyond 200 m depth

each

34068.00

27.22

Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including yield drawn and recovery test etc. complete as per specification and accepted by the Engineer.

hour

807.00

27.23

Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine complete as per standard specification and accepted by the Engineer.

each

1342.00

27.24

Filling of the bore-hole around the tube well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or local clay free from any substances harmful to pipes and health as per standard specification and accepted by the Engineer.

rm

28.00

27.25

Protective top cover: Supplying and fitting fixing best quality 200 mm dia 4 mm thick M.S. pipe 1.0 m (3'-4") long one end blocked with 250 mm dia 4 mm thick M.S. plate and other end minimum 300 mm (1'-0) embedded in sanitary seal for protection of uPVC housing pipe as per standard specification and accepted by the Engineer.

each

5317.00

27.26

INSTALLATION OF 100 mm x 200 mm DIA SHROUDED. PRODUCTION WELL WITH uPVC PIPE. Boring: Execution 400 mm dia of boring through all sorts of strata by reverse circulation or any other approved method (Method other than reverse circulation is to be applied only for wells deeper than 152 meter) Boring for 400 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval or as required and at every change in soil stratum including sinking and with drawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer.
(Measurement will be allowed from E.G.L. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth or of further boring required due to caving and siltation)

   

27.26.1

From 0.0  m to 50 m = 50 m

rm

833.00

27.26.2

From 50  m to 100 m = 50 m

rm

958.00

27.26.3

From 100 m to 152 m = 52 m

rm

1102.00

27.26.4

From 152 m to 200 m = 48 m

rm

1267.00

27.26.5

From 200 m to 250 m = 50 m

rm

1457.00

27.26.6

Beyond 250 m

rm

1676.00

27.27

Supplying the following tube well fixtures and pipes Having density 1350 kg/m3, opacity 0.2% of visible light as per ISO 7686, minimum required strength 25 MPa conforming to BDS-1:2013, 4.4.1, 4.4.2 at working site as per standard practice and accepted by the Engineer

   

27.27.1

Best quality 100 mm dia uPVC cap

each

198.00

27.27.2

100 mm dia water grade uPVC blind pipe/ sand trap having wall thickness 4.5mm to 5.2mm

rm

472.00

27.27.3

100 mm dia strainer of any slot as per design made with water grade uPVC pipe having wall thickness 4.5 mm to 5.2 mm

rm

507.00

27.27.4

Best quality 100 mm x 200 mm dia uPVC Reducer

each

861.00

27.27.5

200 mm dia water grade uPVC Housing pipe having wall thickness 6.6mm to 7.8mm to 9.0mm

rm

804.00

27.27.6

Supplying centralizer made with 12 mm dia M.S. rod of approved design

rm

364.00

27.28

Complete installation of 100 mm dia uPVC tube-well fixtures such as expanded top pipes. Reducer, tube-well pipes. Strainer, blind pipe, pipe cap etc. fitting and fixing with best quality PVC solution, iron screws and uPVC tape and placing in position with proper size M.S. centralizer @ 3 meter c/c. in strainer portion including blind pipe etc. complete as per standard practice and accepted by the Engineer.

rm

85.00

27.29

Complete development of the tube-well by air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer.
(Development should be started within 24 hours of completion of shrouding)

   

27.29.1

Wells up to 200 m depth

each

35123.00

27.29.2

Wells beyond 200 m depth

each

42147.00

27.30

Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including yield drawn and recovery test etc. complete as per specification and accepted by the Engineer.

hour

852.00

27.31

Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine etc. complete as per standard specification and accepted by the Engineer.

each

1579.00

27.32

Filling of the borehole around the tube-well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or local clay free from any substances harmful to pipes and health as per standard specification and accepted by the Engineer.

rm

32.00

27.33

Protective top cover: Supplying and fitting fixing best quality 250 mm dia 4 mm thick M.S. pipe. 1.0 m (3'-4") long one end blocked with 300 mm dia 4 mm thick M.S. plate and other end minimum 300 (1'-0") embedded in sanitary seal for protection of uPVC Housing pipe as per standard specification and accepted by the Engineer.

each

8468.00

27.34

INSTALLATION OF 150 mm x 200 mm DIA SHROUDED. PRODUCTION WELL WITH uPVC PIPE. Boring: Execution 600 mm dia of boring through all sorts of strata by reverse circulation or any other approved method (Method other than reverse circulation is to be applied only for wells deeper than 152 meter). Boring for 600 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval or as required and at every change in soil stratum including sinking and with drawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer.(Measurement will be allowed from E.G.L. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth or of further boring required due to caving and siltation)

   

27.34.1

From 0.0 m to 50 m = 50 m

rm

1020.00

27.34.2

From 50 m to 100 m = 50 m

rm

1173.00

27.34.3

From 100 m to 152 m = 52 m

rm

1349.00

27.34.4

From 152 m to 200 m = 48 m

rm

1551.00

27.34.5

From 200 m to 250 m = 50 m

rm

1783.00

27.34.6

Beyond 250 m

rm

2051.00

27.35

Supplying the following tube-well fixtures and pipes having density 1350 kg/m3, opacity 0.2% of visible light as per ISO 7686, minimum required strength 25 MPa conforming to BDS-1:2013, 4.4.1, 4.4.2 at working site as per standard practice and accepted by the Engineer.

   

27.35.1

Best quality 150 mm dia uPVC cap for blind pipe/ sand trap.

each

473.00

27.35.2

150 mm dia water grade uPVC blind pipe/ sand trap having wall thickness 6.6 mm to7.6 mm

rm

1042.00

27.35.3

150 mm dia strainer of any slot as per design made with grade uPVC pipe of wall thickness 6.6 to 7.6 mm

rm

1086.00

27.35.4

Best quality 150 mm x 200 mm dia uPVC Reducer

each

999.00

27.35.5

200 mm dia water grade uPVC Housing pipe of wall thickness 6.6 mm to 7.8 mm

rm

1668.00

27.35.6

Supplying centralizer made with 12 mm dia M.S. rod of approved design

rm

364.00

27.36

Complete installation of 150 mm dia uPVC tube-well fixtures such as expanded top pipes, reducer, tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing with best quality uPVC solution, iron screws and uPVC tape and placing in position with proper size M.S. centralizer @ 3 meter c/c in strainer portion including blind pipe etc. complete as per standard practice and accepted by the Engineer.

rm

90.00

27.37

Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer.(Development should be started within 24 hours of completion of shrouding)

   

27.37.1

Wells up to 200 m depth

each

41814.00

27.37.2

Wells beyond 200 m depth

each

47390.00

27.38

Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including yield drawn and recovery test etc. complete as per specification and accepted by the Engineer.

hour

973.00

27.39

Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine etc. complete as per standard specification and accepted by the Engineer

each

1895.00

27.40

Filling of the borehole around the tube well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or local clay as free from any substances harmful to pipes and health per standard specification and accepted by the Engineer.

rm

43.00

27.41

Protective top cover: Supplying and fitting fixing best quality 250 mm dia 4 mm thick M.S. pipe 1.0 m (3'-4") long one end blocked with 300 dia 4 mm thick M.S. plate and other end minimum 300 (1'-0") embedded in sanitary seal for protection of uPVC Housing pipe as per standard specification and accepted by the Engineer.

each

8343.00

27.42

INSTALLATION OF 150 mm x 300 mm DIA SHROUDED. PRODUCTION WELL WITH G.I. PIPE.  Boring: Execution of 600 mm dia boring through all sorts of strata by reverse circulation or any other approved method (Method other than reverse circulation is to be applied only for wells deeper than 152 meter) for boring 600 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval and at every change of formation including sinking and withdrawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer.(Measurement will be allowed from G.L. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth of boring required for caving and siltation)

   

27.42.1

From 0.0 m to 50 m = 50 m

rm

1020.00

27.42.2

From 50 m to 100 m = 50 m

rm

1173.00

27.42.3

From 100 m to 152 m = 52 m

rm

1349.00

27.42.4

From 152 m to 200 m = 48 m

rm

1551.00

27.42.5

From 200 m to 250 m = 50 m

rm

1783.00

27.42.6

Beyond 250 m

rm

2051.00

27.43

Supplying the following tube well fixtures and pipes conforming to standard BS-1387 & BDS-1031, having chemical composition (in%) Carbon 0.17-0.25, Manganese 0.95-1.20, Sulphur 0.060 max, Phosphorous 0.060 max, Tensile properties: miminum Yield Strength 188 MPa, minimumTensile Strength 313 MPa and marking for a) Manufacturer b) Material c) Wall thickness d) Nominal outside dia e) Intended use etc. on the body of the pipe at working site as per standard practice and accepted by the Engineer.

   

27.43.1

150 mm dia M.S. cap 6 mm thick for blind pipe/sand trap

each

1213.00

27.43.2

150 mm dia G.I. Pipe having wall thickness 5.4 mm, weight 21.2 kg/m can withstand 50 kg/ cm2 hydraulic pressure for blind pipe/sand trap

rm

3031.00

27.43.3

150 mm dia strainer of slot opening as per design including tagging 4 Nos. 12 mm dia M.S. rod continuously.

   

27.43.3.1

Stainless steel strainer of continuous slot having weight 28.84 kg per meter.

rm

14871.00

27.43.3.2

2.50 mm thick stainless steel Bridge type strainer.

rm

10700.00

27.43.4

150 mm x 300 mm dia M.S. reducer of minimum thickness of 6 mm.

rm

3510.00

27.43.5

300 mm dia 6 mm minimum thick M.S. housing pipe (Welded)

each

6197.00

27.43.6

300 mm dia 6 mm minimum thick M.S. housing pipe (Seamless)

rm

9970.00

27.43.7

Centralizer made with 12 mm dia M.S. rod of approved design.

each

364.00

27.43.8

350 mm dia M.S. cap having 6 mm thick for housing pipe covering.

each

2036.00

27.44

Complete installation of 150 mm dia deep tube-well fixtures such as expanded top pipes, reducer, tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing socket, welding and additional welding with fibre and placing in position with proper size M.S. centralizer @ 3 meter c/c in strainer portion including. blind pipe etc. complete as per standard practice and accepted by the Engineer.

rm

351.00

27.45

Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer.(Development should be started within 24 hours of completion of shrouding)

   

27.45.1

Wells up to 200 m depth

each

41814.00

27.45.2

Wells beyond 200 m depth

each

47390.00

27.46

Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including yield drawn and recovery test etc. complete as per specification and accepted by the Engineer.

hour

1002.00

27.47

Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine etc. complete as per standard specification and accepted by the Engineer.

each

1935.00

27.48

Filling of the borehole around the tube well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or local clay free from any substances harmful to pipes and health as per standard specification and accepted by the Engineer.

rm

43.00

27.49

INSTALLATION OF 200 mm x 400 mm DIA SHROUDED. PRODUCTION WELL WITH G.I. PIPE.  Boring: Execution of 800 mm dia boring through all sorts of strata by reverse circulation or any other approved method  (Method other than reverse circulation is to be applied only for wells deeper than 152 meter). For boring 800 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval and at every change of formation including sinking and withdrawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer.(Measurement will be allowed form G.L. to bottom of the blind pipe and the rate is required for caving and siltation)

   

27.49.1

From 0.0 m to 50 m = 50 m

rm

1137.00

27.49.2

From 50 m to 100 m = 50 m

rm

1308.00

27.49.3

From 100 m to 152 m = 52 m

rm

1504.00

27.49.4

From 152 m to 200 m = 48 m

rm

1730.00

27.49.5

From 200 m to 250 m = 50 m

rm

1989.00

27.49.6

Beyond 250 m

rm

2288.00

27.50

Supplying the following tube-well fixtures and pipes conforming to standard BS-1387 & BDS-1031, having chemical composition (in%) Carbon 0.17-0.25, Manganese 0.95-1.20, Sulphur 0.060 max, Phosphorous 0.060 max, Tensile properties: miminum Yield Strength 188 MPa, minimumTensile Strength 313 MPa and marking for a) Manufacturer b) Material c) Wall thickness d) Nominal outside dia e) Intended use etc. on the body of the pipe at working site as per standard practice and accepted by the Engineer.

   

27.50.1

200 mm dia M.S. cap 6mm thick for blind pipe/ sand strap

each

1581.00

27.50.2

200 mm dia 6 mm thick tube well pipe and blank G.I. pipe of wt. 33.45 kg per meter can withstand minimum 700 psi hydraulic pressure

rm

7005.00

27.50.3

200 mm dia strainer of slot opening as per design including tagging 4 Nos. 12 mm dia M.S. rod continuously.

   

27.50.3.1

200 mm dia stainless steel strainer of continuous slot having 38.36 kg per meter.

rm

16973.00

27.50.3.2

 200 mm dia 2.5 mm thick stainless steel bridge type strainer

rm

10940.00

27.50.4

200 mm x 400 mm dia 6 mm thick M.S. reducer.

rm

13118.00

27.50.5

400 mm dia 6 mm thick M.S. housing pipe (Welded)

each

10977.00

27.50.6

400 mm dia 6 mm thick M.S. housing pipe (Seamless)

rm

13409.00

27.50.7

Centralizer made with 12 mm dia M.S. rod of approved design

each

364.00

27.50.8

450 mm dia M.S. cap of 6 mm thick for housing pipe covering.

each

1977.00

27.51

Complete installation of 200 mm dia deep tube well fixtures such as expanded top pipes, reducer, and tube well pipes, strainer, blind pipe. Pipe cap etc.  Fitting and fixing socket, welding and additional welding with fibre and placing in position with proper size M.S. centralizer @ 3 meter c/c in strainer position including blind pipe etc. complete as per standard practice and accepted by the Engineer.

rm

383.00

27.52

Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer.(Development should be started within 24 hours of completion of shrouding).

   

27.52.1

Wells up to 200 m depth

each

38647.00

27.52.2

Wells beyond 200 m depth

each

43194.00

27.53

Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including yield drawn and recovery test etc. complete as per specification and accepted by the Engineer.

hour

1044.00

27.54

Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine complete as per standard specification and accepted by the Engineer.

each

2211.00

27.55

Filling of the borehole around the tube well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or local clay free from any substances harmful to pipes and health as per standard specification and accepted by the Engineer.

rm

43.00

27.56

INSTALLATION OF 50 mm x 150 mm DIA SHROUDED. PRODUCTION WELL WITH G.I. PIPE. Boring: Execution of 325 mm dia boring through all sorts of strata by reverse circulation or any other approved method (Method other than reverse circulation is to be applied only for wells deeper than 152 meter) for boring 325 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval and at every change of formation including sinking and withdrawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer.
(Measurement will be allowed from G.L. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth of boring required for caving and siltation)

   

27.56.1

From 0.0 m to 50 m = 50 m

rm

750.00

27.56.2

From 50 m to 100 m = 50 m

rm

862.00

27.56.3

From 100 m to 152 m = 52 m

rm

992.00

27.56.4

From 152 m to 200 m = 48 m

rm

1140.00

27.56.5

From 200 m to 250 m = 50 m

rm

1311.00

27.56.6

Beyond 250 m

rm

1508.00

27.57

Supplying the following tube-well fixtures and pipes conforming to standard BS-1387 & BDS-1031, having chemical composition (in%) Carbon 0.17-0.25, Manganese 0.95-1.20, Sulphur 0.060 max, Phosphorous 0.060 max, Tensile properties: miminum Yield Strength 188 MPa, minimumTensile Strength 313 MPa and marking for a) Manufacturer b) Material c) Wall thickness d) Nominal outside dia e) Intended use etc. on the body of the pipe at working site as per standard practice and accepted by the Engineer.

   

27.57.1

150 mm dia 6mm thick M.S. cap for blind pipe/ sand trap.

each

1213.00

27.57.2

50 mm dia 4.85 mm thick tube well pipe and blank G.I. pipe

rm

851.00

27.57.3

50 mm dia strainer of slot opening as per design including tagging 4 Nos. 12 mm dia M.S. rod continuously.

   

27.57.3.1

50 mm dia stainless steel strainer of continuous slot having 28.84 kg per meter.

rm

5782.00

27.57.3.2

50 mm dia 2.5 mm thick stainless steel bridge type strainer

rm

5782.00

27.57.4

50 mm x 150 mm dia 6 mm thick M.S. reducer.

rm

2388.00

27.57.5

150 mm dia 6 mm thick M.S. housing pipe (Welded).

each

3210.00

27.57.6

150 mm dia 6 mm thick M.S. housing pipe (Seamless).

rm

3317.00

27.57.7

Centralizer made with 12 mm dia M.S. rod of approved design.

each

364.00

27.57.8

150 mm dia M.S. cap of 6 mm thick for housing pipe covering.

each

1542.00

27.58

Complete installation of 50 mm dia deep tube-well fixtures such as expanded top pipes, reducer, tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing socket, welding and additional welding with fibre and placing in position with proper size M.S.centralizer @ 3 meter c/c in strainer portion including. blind pipe etc. complete as per standard practice and accepted by the Engineer

rm

351.00

27.59

Compete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer.(Development should be started within 24 hours of completion of shrouding)

   

27.59.1

Wells up to 200 m depth

each

22308.00

27.59.2

Wells beyond 200 m depth

each

25282.00

27.60

Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including yield drawn and recovery test etc. complete as per specification and accepted by the Engineer.

hour

839.00

27.61

Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine etc. complete as per standard specification and accepted by the Engineer.

each

1106.00

27.62

Filling of the borehole around the tube well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or local clay free from any substances harmful to pipes and health as per standard specification and accepted by the Engineer.

rm

25.00

27.63

INSTALLATION OF 75 mm x 150 mm DIA SHROUDED. PRODUCTION WELL WITH G.I. PIPE.  Boring: Execution of 350 mm dia boring through all sorts of strata by reverse circulation or any other approved method (Method other than reverse circulation is to be applied only for wells deeper than 152 meter) for boring 350 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval and at every change of formation including sinking and withdrawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer.(Measurement will be allowed from G.L. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth of boring required for caving and siltation)

   

27.63.1

From 0.0 m to 50 m = 50 m

rm

791.00

27.63.2

From 50 m to 100 m = 50 m

rm

910.00

27.63.3

From 100 m to 152 m = 52 m

rm

1047.00

27.63.4

From 152 m to 200 m = 48 m

rm

1204.00

27.63.5

From 200 m to 250 m = 50 m

rm

1384.00

27.63.6

Beyond 250 m

rm

1592.00

27.64

Supplying the following tube-well fixtures and pipes conforming to standard BS-1387 & BDS-1031, having chemical composition (in%) Carbon 0.17-0.25, Manganese 0.95-1.20, Sulphur 0.060 max, Phosphorous 0.060 max, Tensile properties: miminum Yield Strength 188 MPa, minimumTensile Strength 313 MPa and marking for a) Manufacturer b) Material c) Wall thickness d) Nominal outside dia e) Intended use etc. on the body of the pipe at working site as per standard practice and accepted by the Engineer.

   

27.64.1

150 mm dia 6mm thick M.S. cap for blind pipe/ sand trap.

each

1209.00

27.64.2

75 mm dia 4.85 mm thick tube well pipe and blank G.I. pipe

rm

1328.00

27.64.3

75 mm dia strainer of slot opening as per design including tagging 4 Nos. 12 mm dia M.S. rod continuously.

   

27.64.3.1

75 mm dia stainless steel strainer of continuous slot having 28.84 kg per meter.

rm

7753.00

27.64.3.2

75 mm dia 2.5 mm thick stainless steel bridge type strainer

rm

7753.00

27.64.4

75 mm x 150 mm dia 6 mm thick M.S. reducer.

rm

5167.00

27.64.5

150 mm dia 6 mm thick M.S. housing pipe (Welded)

each

3210.00

27.64.6

150 mm dia 6 mm thick M.S. housing pipe (Seamless)

each

3317.00

27.64.7

Centralizer made with 12 mm dia M.S. rod of approved design

each

364.00

27.64.8

150 mm dia M.S. cap of 6 mm thick for housing pipe covering.

rm

1542.00

27.65

Complete installation of 75 mm dia deep tube-well fixtures such as expanded top pipes, reducer, tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing socket, welding and additional welding with fibre and placing in position with proper size M.S. centralizer @ 3 meter c/c in strainer portion including blind pipe etc. complete as per standard practice and accepted by the Engineer.

rm

341.00

27.66

Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer.(Development should be started within 24 hours of completion of shrouding)

   

27.66.1

Wells up to 200 m depth

each

28390.00

27.66.2

Wells beyond 200 m depth

each

32175.00

27.67

Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including yield drawn and recovery test etc. complete as per specification and accepted by the Engineer.

hour

897.00

27.68

Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine etc. complete as per standard specification and accepted by the Engineer.

each

1342.00

27.69

Filling of the borehole around the tube well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or local clay free from any substances harmful to pipes and health as per standard specification and accepted by the Engineer.

rm

29.00

27.70

INSTALLATION OF 100 mm x 200 mm DIA SHROUDED. PRODUCTION WELL WITH G.I. PIPE. Boring: Execution of 400 mm dia boring through all sorts of strata by reverse circulation or any other approved method (Method other than reverse circulation is to be applied only for wells deeper than 152 meter) for boring 400 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval and at every change of formation including sinking and withdrawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer.(Measurement will be allowed from G.L. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth of boring required for caving and siltation)

   

27.70.1

From 0.0 m to 50 m = 50 m

rm

833.00

27.70.2

From 50 m to 100 m = 50 m

rm

958.00

27.70.3

From 100 m to 152 m = 52 m

rm

1102.00

27.70.4

From 152 m to 200 m = 48 m

rm

1267.00

27.70.5

From 200 m to 250 m = 50 m

rm

1457.00

27.70.6

Beyond 250 m

rm

1676.00

27.71

Supplying the following tube-well fixtures and pipes conforming to standard BS-1387 & BDS-1031, having chemical composition (in%) Carbon 0.17-0.25, Manganese 0.95-1.20, Sulphur 0.060 max, Phosphorous 0.060 max, Tensile properties: miminum Yield Strength 188 MPa, minimumTensile Strength 313 MPa and marking for a) Manufacturer b) Material c) Wall thickness d) Nominal outside dia e) Intended use etc. on the body of the pipe at working site as per standard practice and accepted by the Engineer.

   

27.71.1

Supplying 150 mm  6mm thick M.S. cap for blind pipe/ sand trap.

each

1213.00

27.71.2

Supplying 100 mm dia 6 mm thick tube well pipe and blank G.I. pipe

rm

1780.00

27.71.3

100 mm dia strainer of slot opening as per design including tagging 4 Nos. 12 mm dia M.S. rod continuously.

   

27.71.3.1

Supplying 100 mm dia stainless steel strainer of continuous slot having 28.84 kg per meter.

rm

6994.00

27.71.3.2

Supplying 100 mm dia 2.5 mm thick stainless steel bridge type strainer

rm

6994.00

27.71.4

Supplying 100 mm x 200 mm dia 6 mm thick M.S. reducer.

rm

5626.00

27.71.5

Supplying 200 mm dia 6 mm thick M.S. housing pipe (Welded)

each

3631.00

27.71.6

Supplying 200 mm dia 6 mm thick M.S. housing pipe (Seamless)

rm

3992.00

27.71.7

Supplying centralizer made with 12 mm dia M.S. rod of approved design

each

210.00

27.71.8

Supplying 200 mm dia M.S. cap of 6 mm thick for housing pipe covering.

each

2150.00

27.72

Complete installation of 100 mm dia deep tube-well fixtures such as expanded top pipes, reducer, and tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing socket, welding and additional welding with fibre and placing in position with proper size M.S. centralizer @ 3 meter c/c in strainer portion including blind pipe etc. complete as per standard practice and accepted by the Engineer.

rm

383.00

27.73

Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer.(Development should be started within 24 hours of completion of shrouding)

   

27.73.1

Wells up to 200 m depth

each

35123.00

27.73.2

Wells beyond 200 m depth

each

39806.00

27.74

Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including yield drawn and recovery test etc. complete as per specification and accepted by the Engineer.

hour

939.00

27.75

Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine etc. complete as per standard specification and accepted by the Engineer.

each

1579.00

27.76

Filling of the borehole around the tube well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or local clay free from any substances harmful to pipes and health as per standard specification and accepted by the Engineer.

rm

32.00

27.77

INSTALLATION OF 40 MM DIA uPVC HAND TUBE WEL : Supplying and sinking 40 mm dia water grade uPVC tube well pipe having wall thickness 2.5 mm to 3.0 mm including trial boring and with all necessary fittings as required etc. all complete and accepted by the Engineer.

   

27.77.1

40 mm dia pipe up to 60 m depth

rm

152.00

27.77.2

40 mm dia pipe beyond 60 m depth

rm

273.00

27.78

Supplying and sinking 3 m long uPVC strainer with all necessary fittings as required etc. complete and accepted by the Engineer.

each

486.00

27.79

Supplying, fitting and fixing No. 6 pump for 40 mm dia tube well with all necessary fittings including 0.61 m long 40 mm dia G.I. Pipe etc. all complete as per accepted by the Engineer.

each

931.00

27.80

Construction of platform of size 1.4 m x 1.0 m and outlet drain up to1 meter long, as per drawing with 75 mm thick cement concrete of f'c min17MPa with brick chips and cement content relates to 1:2:4, over a brick flat soling and providing 125 mm x 75mm brick band in 1:6 all around, including finished with 12 mm thick cement plaster in 1:4 followd by neat cement finishing all complete and accepted by the Engineer.

each

4552.00

27.81

DEEP SET HAND OPERATED TUBE WELL: Supplying and sinking uPVC, uPVC tube well pipe, strainer including trial boringhaving density 1350 kg/m3, opacity 0.2% of visible light as per ISO 7686, minimum required strength 25 MPa conforming to BDS-1:2013, 4.4.1, 4.4.2with all necessary fittings as required etc. all complete and accepted by the Engineer.

   

27.81.1

50 mm dia water grade uPVC pipe having wall thickness 2.5 mm to 3 mm

rm

405.00

27.81.2

40 mm dia water grade uPVC pipe having wall thickness 2.5 mm to 3 mm

rm

225.00

27.81.3

40 mm dia uPVC strainer 3.0 m long

each

436.00

27.82

Supplying, fitting and fixing deep set tube well pump (Hand set) with all necessary fittings as required such as No. 6 pump, 50 mm dia G.I. pipe 0.61 m long, 50 mm x 40 mm reducing socket, 40 mm dia pipe Nipple 1.22 m long cylinder, Tie foot ball, tie plunger, 3 Nos. 10 mm dia socket, 4 Nos. 10mm dia nuts, 5 Nos. end threaded 10 mm dia M.S. rod 3 m long, necessary quantity of solution and tape etc. complete and accepted by the Engineer.

each

5808.00

28

GAS CONNECTION WORKS

 

 

28.1

PART-A (LOW PRESSURE LINE): Pipe line installation: Installation of 50 psi, APl, 5L, Grade-B, ERW Natural pipe line for supplying Titas Gas including, supplying, fitting, fixing and laying different sizes M.S. pipes with necessary tape and primer including. cutting trenches (450 x 910 mm) in all kinds of soil, cleaning, cutting, applying coal-tar, wrapping the pipes and back filling the trenches, excavating earth including. leveling, dressing and removing excess earth in all respect as per specification of Titas Gas T and D Co. Ltd. and accepted by the Engineer.
[Rate is excluding the cost of welding and back filling with sand at the bottom by 300 mm in thick (compacted)]

(Pipes manufactured by National Tubes Limited under Steel & Engineeing Corporation, Ministry of Industries, Government of Bangladesh shall be given priority)

   

28.1.1

75 mm N.D (88.90 mm O.D) M.S pipe, weight min 8.3 kg/m, standard test pressure 176 kg/ m2, wall thickness min 11.29 mm

rm

1509.00

28.1.2

50 mm N.D. (60.30 mm O.D) M.S pipe, weight min 5.44 kg/m, standard test pressure 176 kg/ m2, wall thickness min 3.91 mm

rm

972.00

28.1.3

25 mm N.D. (33.40 mm O.D) M.S pipe weight min 2.50 kg/m, standard test pressure 50 kg/ m2, wall thickness min 3.38 mm

rm

728.00

28.1.4

20 mm N.D. (26.70 mm O.D) M.S pipe weight min 1.68 kg/m, standard test pressure 50 kg/ m2, wall thickness min 2.87 mm

rm

418.00

28.2

Back filling the trenches with sand (F.M 0.8) in 150 mm layer, compaction each layer up to finished level as per standard practice and accepted by the Engineer.

cum

644.00

28.3

Providing Butt welded joints with pipes to Tees, Elbows, Saddles, end caps etc above or below ground including. cutting and V-leveling in each end of the pipe, grinding by machine etc. complete as per specification of Titas Gas T and D C Ltd. and accepted by the Engineer.

   

28.3.1

75 mm N.D (88.90 mm O.D)

each

166.00

28.3.2

50 mm N.D (60.30 mm O.D)

each

141.00

28.3.3

25.mm N.D (33.40 mm O.D)

each

110.00

28.3.4

20 mm N.D (26.70 mm O.D)

each

94.00

28.4

Supplying, fitting and fixing the following materials including carriage to the work site from Titas Gas Store as per specification of Titas Gas (T and D) Co. Ltd. and accepted by the Engineer.(Rate is excluding the cost of welding)

   

28.4.1

50 mm x 50 mm x 50 mm  (N.D) Equal Tee

each

263.00

28.4.2

50 mm x 50 mm x 25 mm  (N.D) Reducing Tee

each

292.00

28.4.3

25 mm x 25 mm x 25 mm (N.D) Equal Tee

each

178.00

28.4.4

50 mm x 90º Elbow

each

226.00

28.4.5

25 mm x 90º Elbow

each

77.00

28.4.6

50 mm x 25 mm 45º Elbow

each

106.00

28.4.7

50 mm x 25 mm Reducer.

each

116.00

28.4.8

20 mm plug, Socket

each

268.00

28.4.9

50mm X 20 mm saddle

each

236.00

28.4.10

50 mm dia End Cap

each

109.00

28.4.11

25 mm dia End Cap

each

98.00

28.5

Supplying, welding, fitting and fixing of different sizes Valve Tee/ Service Tee to connect the pipe line with the Titas Gas Main pipe line etc. all complete in all respect as per specification of Titas Gas T and D Co. Ltd. approved and accepted by the Engineer.

   

28.5.1

50 mm x 50 mm Valve Tee (2" and above 2" low pressure line)

each

20427.00

28.5.2

50 mm x 25 mm Valve Tee

each

2470.00

28.5.3

25 mm x 25 mm Service Tee

each

3475.00

28.5.4

50 mm x 25 mm Service Tee

each

4836.00

28.6

Supplying, fitting and fixing in position different dia I/F (Insulated Flange) etc .all complete in all respect as per specification of Titas Gas T and D Co. Ltd. approved and accepted by the Engineer.50 mm N.D. (60.30 mm O.D) Insulation Flange.

each

6609.00

28.7

Construction of 1520 x 1520 x 1370 (depth) mm water-tight valve pit, enclosed by 250 mm thick brick wall in 1:6, plastered on each face in 1:4 with net cement finishing, having a 75 mm thick C.C (1:3:6) bed upon a layer of brick flat soling, over laid by 38 mm thick patent stone flooring including standard M.S. sheet valve pit cover as per drawing and specification of Titas Gas T and D Co. Ltd. etc. all complete in all respect and accepted by the Engineer.

each

63844.00

28.8

Testing and purging the pipe lines properly as per specification of Titas Gas T and D Co. Ltd. and accepted by the Engineer.

rm

24.00

28.9

Supplying, fitting and fixing ball valve class 150 RF including supplying of 2 Nos. flange along with necessary nuts and bolts welding the flange etc. all complete in all respect as per specification of Titas Gas T and D Co. Ltd. approved and accepted by the Engineer

   

28.9.1

50 mm ball valve class 150 RF. 2" dia

each

15511.00

28.9.2

25 mm ball valve class 150 RF.1" dia

each

10243.00

28.10

Cutting permanent pucca (rigid/flexible) road and mending good the damages etc. all complete in all respect and accepted by the Engineer.

   

28.10.1

Bituminous Road

sqm

576.00

28.10.2

R.C.C. Road

sqm

861.00

28.11

Part - B (Domestic & Commercial line): Installation of Domestic or Commercial House line for supplying Titas Gas including supplying, fitting and fixing in position different dia best quality G.I. Pipe (NT or equivalent) along with all necessary G.I. Fitting and accessories, cutting trenches, walls and floors etc. and back filling the trenches, restoring walls and floors etc. all complete in all respect as per specification of Titas Gas T and D Co. Ltd. and accepted by the Engineer.

   

28.11.1

20 mm N.D

rm

326.00

28.11.2

12 mm N.D.

rm

302.00

28.12

Supplying, fitting and fixing in position different dia one-way brass stop cock (best quality and heavy type) etc. complete in all respect as per specification of Titas Gas T and D Co. Ltd. approved and accepted by the Engineer.

   

28.12.1

12 mm x 6 mm N.D.

each

229.00

28.12.2

20 mm x 20 mm N.D.

each

367.00

28.13

Testing and purging the house line properly as per specifications Titas Gas T and D Co. Ltd. and accepted by the Engineer.

rm

16.00

29

TERMITE TREATMENT WORKS

 

 

29.1

Supplying anti-termite chemicals named DURS BAN 20 EC and mixing the same with pure water in required proportion (For DURSBAN 20 EC I Ltd.  in 19 liters of pure water) and spraying the emulsified mixture @ 5 liters per square meter of soil surface by chemical sprayer or by any other means to the sides and bottom of the foundation trench and over plinth filling or floor bed accepted by the Engineer.

sqm

204.00

29.2

Extra cost for supplying anti termite chemicals named DURS BAN 20 EC and mixing the same with pure water as per specification in item No. 1 and using the same emulsified water as mixing water in cement-sand mortar of brick works in foundation and up to plinth and accepted by the Engineer.

cum

1501.00

29.3

Supplying anti-termite chemicals named DURS BAN 20 EC and mixing the same with pure water as per specification in item No. 1 and spraying the emulsified mixture with hand sprayer over both outside and inside back fill in foundation trenches @ 7.50 liters per sqm of the vertical surface area of the foundation wall accepted by the Engineer.
(The maximum depth of the back fill to be treated is 500 mm. and the measurement for depth should not be given more than 500 mm)

sqm

305.00

29.4

Anti-termite treatment in existing super structures by making downwardly slanting holes at a required depth of 9" from the existing finished F.L/G.L inside and outside the building and applying the emulsion of anti termite chemicals, named DURS BAN 20 EC into the holes preparing chemical solution mixing with water at the ratio of chemical: water = 1:19 maintaining a dosage rate of 250 ml per hole including supplying all materials and repairing the holes all complete and accepted by the Engineer.

Per
hole

39.00

29.5

Trench treatment for protection against incoming termites to the establishment through underground by making trench around existing building /structures at a required depth of 750 mm from existing level supplying anti-termite chemicals named DURS BAN 20 EC preparing the solution to be mixed with water in the ratio of chemical: water = 1:19 applying the solution into trench with the help of a chemical sprayer in three layers and each layer follows a 250 mm thick back-fill in trench etc all complete and accepted by the Engineer.

rm

202.00

29.6

Fumigation treatment (Pest Control) against mosquitoes, flies, bees, cockroaches, spiders, silver fishes, lizards and other common pests and insects in wooden walls, bricks walls, floors, doors and windows, furniture fanlight, carpets, records, curtains, electrical conduits etc. with the application of fumigants such as Syngeata or NEOCIDOL-60 EC or similar chemically equivalent govt. registered pest control products preparing chemical solution mixing with water in the ratio of chemical: water = 1:100 applying with the help of electrically/mechanically operated jet fogging machine, swing fog, dyna fog, pneumatic hand sprayer, knap sac hand sprayer in air-tight position, After fumigation the surface will be kept remain at air-tight condition at least for 3 (three) hours etc. complete and accepted by the Engineer.
 (Volume of the room will be considered towards measurement.)

cum

15.00

29.7

Anti termite treatment of all wooden doorframes, window frames, wood paneling etc by using DURS BAN 20 EC emulsion in the ratio of 1 liter. DURS BAN 20 EC + 19 liters of Kerosene oil suitable for wood, plywood, particle board, hard board etc. on both surfaces by brush on both surfaces by brush-on-method etc. complete and accepted by the Engineer.

sqm

148.00

29.8

Anti-termite treatment of electric telephone wiring system by inserting a plugging materials (cotton, foam etc.) soaked in anti-termite chemical DURS BAN 20 EC to an electric switch board point for all floors and spraying the emulsion (to be mixed at the ratio of 1 liters DURS BAN 20 EC + 19 liter of water) to the casings and grooving of electric wirings, telephone cables utility pipes etc. for all floors etc. complete and accepted by the Engineer.

Per
board

235.00

29.9

Destruction of termite nest around an infested building, tree stumps in lawn with the treatment of DURS BAN 20 EC by excavation of soil in affected area up to a depth of 1.5 meter, mixing the DURS BAN 20 EC solution to be mixed with water in 1:19 ratio with the soil and laying the same in same place etc. all complete as per direction including. cost of all materials and chemicals etc. complete and accepted by the Engineer.

each nest

1474.00

30

CONCRETE HOLLOW BLOCK, FACINGS AND PAVING STONE

 

 

30.1

70 mm thick partition wall excluding plaster thickness with Concrete Hollow block having compressive strength of 4.14~5N/mm2 of size (390 x 70 x 190) mm in compliance with ASTM C129, fairly uniform thickness and texture and individual Block shell thickness should not be less than 16 mm, water absorption not more than 7%, laying with 8-10 mm thick mortar (with admixture) of cement, lime and sand in ratio 1:1:6 (sand not less than 1.2 F.M) filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer.

   

30.1.1

Ground floor

sqm

598.00

30.1.2

Add for each addl. floor up to 5th floor

sqm

24.82

30.1.3

Add for each addl floor for 6th floor to 9th floor

sqm

33.10

30.1.4

Add for each addl floor for 10th floor and above

sqm

41.37

30.2

70 mm thick partition wall excluding plaster thickness with Concrete Hollow block having compressive strength of 4.14~5N/mm2 of size (390 x 70 x 190) mm compliance with ASTM C129, thickness of individual Block shell should not be less than 16 mm, water absorption not more then 7 %  lying with 8 to 10 mm thick mortar (with admixture) of cement and sand in ratio 1:6 (sand not less than 1.2 F.M) filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for min 3(three) days on mortar joints by jute/brush in wet, followed by impervious/wet covering for another 4 (four) days etc all complete and accepted by the Engineer.

   

30.2.1

Ground floor

sqm

578.00

30.2.2

Add for each addl. floor up to 5th floor

sqm

24.82

30.2.3

Add for each addl floor for 6th floor to 9th floor

sqm

33.10

30.2.4

Add for each addl floor for 10th floor and above

sqm

41.37

30.3

90 mm thick partition wall with Concrete Hollow block having strength of 4.14~5N/mm2 of size (390 x 90 x 190) mm in compliance with ASTM C129, thickness of individual Block shell should not be less than 16 mm, water absorption not more then 7%, lying with specified mortar (with admixture) of cement, lime and sand in ratio 1:1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4( four) days curing etc all complete and accepted by the Engineer.

   

30.3.1

Ground floor

sqm

654.00

30.3.2

Add for each addl. floor up to 5th floor

sqm

24.82

30.3.3

Add for each addl floor for 6th floor to 9th floor

sqm

33.10

30.3.4

Add for each addl floor for 10th floor and above

sqm

41.37

30.4

90 mm thick partition wall with Concrete Hollow block having compressive strength of 4.14~5N/mm2 of size (390 x 90 x 190) mm in compliance with ASTM C129, thickness of individual Block shell should not be less than 16 mm, water absorption not more than 7%, lying with specified mortar (with admixture) of cement, and sand in ratio 1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all complete and accepted by the Engineer.

   

30.4.1

Ground floor

sqm

634.00

30.4.2

Add for each addl. floor up to 5th floor

sqm

24.82

30.4.3

Add for each addl floor for 6th floor to 9th floor

sqm

33.10

30.4.4

Add for each addl floor for 10th floor and above

sqm

41.37

30.5

140 mm thick load bearing wall with Concrete Hollow block having compressive strength of 13~18N/mm2 of size (390 x 140 x 190) mm compliance with ASTM C90, thickness of individual Block shell should not be less then 25 mm, water absorption not more than 7%, laying with mortar (with admixture) of cement, lime and sand in ratio 1:1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for min 3 (three) days  on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer.

   

30.5.1

Ground floor

sqm

915.00

30.5.2

Add for each addl. floor up to 5th floor

sqm

33.10

30.5.3

Add for each addl floor for 6th floor to 9th floor

sqm

41.37

30.5.4

Add for each addl floor for 10th floor and above

sqm

49.65

30.6

140 mm thick partition wall with Concrete Hollow block having compressive strength of 4.14~5N/mm2 of size (390 x 140 x 190) mm in compliance with ASTM C129, thickness of individual Block shell should not be less than 16 mm, water absorption not more than 7%, laying with specified mortar (with admixture) of cement and sand in ratio 1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4( four) days curing etc all complete and accepted by the Engineer.

   

30.6.1

Ground floor

sqm

888.00

30.6.2

Add for each addl. floor up to 5th floor

sqm

33.10

30.6.3

Add for each addl floor for 6th floor to 9th floor

sqm

41.37

30.6.4

Add for each addl floor for 10th floor and above

sqm

49.65

30.7

140 mm thick load bearing wall with Concrete Hollow block having compressive strength of 13~18N/mm2 of size (390 x 140 x 190) mm compliance with ASTM C90, thickness of individual Block shell should not be less then 25 mm, water absorption not more than 7%, laying with mortar (with admixture) of cement, lime and sand in ratio 1:1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for min 3 (three) days  on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer.

   

30.7.1

Ground floor

sqm

1144.00

30.7.2

Add for each addl. floor up to 5th floor

sqm

33.10

30.7.3

Add for each addl floor for 6th floor to 9th floor

sqm

41.37

30.7.4

Add for each addl floor for 10th floor and above

sqm

49.65

30.8

140 mm thick load bearing wall with Concrete Hollow block having compressive strength of 13~18 N/mm2 of size (390 x140 x 190) mm in compliance with ASTM C90, thickness of individual Block shell should not be less than 25 mm, water absorption not more than 7%, laying with mortar (with admixture) of cement and sand in ratio 1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer.  (rate is excluding the cost of grouting and reinforcement)

   

30.8.1

Ground floor

sqm

1117.00

30.8.2

Add for each addl. floor up to 5th floor

sqm

33.10

30.8.3

Add for each addl floor for 6th floor to 9th floor

sqm

41.37

30.8.4

Add for each addl floor for 10th floor and above

sqm

49.65

30.9

190 mm thick load bearing wall with Concrete Hollow block having compressive strength of 4.14~5 N/mm2 of size (390 x 190 x 190) mm compliance with ASTM C90, thickness of individual Block shell should not be less than 25 mm, water absorption not more than 7%, laying with mortar (with admixture) of cement, lime and sand in ratio 1:1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days  etc all complete and accepted by the Engineer. (rate is excluding the cost of grouting and reinforcement)

   

30.9.1

Ground floor

sqm

1318.00

30.9.2

Add for each addl. floor up to 5th floor

sqm

41.37

30.9.3

Add for each addl floor for 6th floor to 9th floor

sqm

49.65

30.9.4

Add for each addl floor for 10th floor and above

sqm

57.92

30.10

190 mm thick load bearing wall with Concrete Hollow block having compressive strength of 13~18 N/mm2 of size (390 x 190 x 190) mm in compliance with ASTM C90, thickness of individual block shell should not be less than 25 mm, water absorption not more than 7%, laying with mortar (with admixture) of cement and sand in ratio 1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer. (Rate is excluding cost of grouting and reinforcement)

   

30.10.1

Ground floor

sqm

1293.00

30.10.2

Add for each addl. floor up to 5th floor

sqm

41.37

30.10.3

Add for each addl floor for 6th floor to 9th floor

sqm

49.65

30.10.4

Add for each addl floor for 10th floor and above

sqm

57.92

30.11

Supplying, carrying and placing of (600 x 200 x 150) mm concrete ceiling block on properly leveled shutter accepted by the Engineer.

   

30.11.1

Ground floor

each

89.00

30.11.2

Add for each addl. floor up to 5th floor

each

3.08

30.11.3

Add for each addl floor for 6th floor to 9th floor

each

3.84

30.11.4

Add for each addl floor for 10th floor and above

each

4.61

30.12

Supplying, carrying and placing of (600 x 200 x200) mm concrete ceiling block on properly leveled shutter accepted by the Engineer

   

30.12.1

Ground floor

each

120.00

30.12.2

Add for each addl. floor up to 5th floor

each

3.84

30.12.3

Add for each addl floor for 6th floor to 9th floor

each

6.92

30.12.4

Add for each addl floor for 10th floor and above

each

8.07

30.13

Minimum 10 mm thick cement plaster in cement : sand (1:5) in outer surface of external wall with specified external plaster mix applied in two coats (first coat 6/7 mm and second coat 4/3 mm) finishing the corner and edge including washing of sand cleaning the surface, scaffolding and curing for min 3 (three) days on mortar joints by jute/brush in wet, followed by impervious/wet covering for another 4 (four) days etc. all complete etc. all complete and accepted by the Engineer. (Rate is excluding cost of grouting and reinforcement)

   

30.13.1

Ground floor

sqm

203.00

30.13.2

Add for each addl. floor up to 5th floor

sqm

11.03

30.13.3

Add for each addl floor for 6th floor to 9th floor

sqm

16.55

30.13.4

Add for each addl floor for 10th floor and above

sqm

22.07

30.14.1

Supplying and placing of approx. 60 mm thick grey Uni-Block paving for walk way having compressive strength of 15 N/mm2 on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. accepted by the Engineer.

sqm

799.00

30.14.2

Supplying and placing of approx. 60 mm thick coloured Uni-Block for paving walk way having compressive strength of 15 N/mm2 on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. accepted by the Engineer.

sqm

1019.00

30.15.1

Supplying and placing of 60 mm thick grey Uni-Block for paving foot-path, major walk way, car porch having compressive strength of 49 N/mm2 on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. accepted by the Engineer.

sqm

1081.00

30.15.2

Supplying and placing of 60 mm thick coloured Uni-Block for paving foot-path, major walk way, car porch having compressive strength of 49 N/mm2 on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. accepted by the Engineer.

sqm

1155.00

30.16.1

Supplying and placing of 80 mm grey Uni-Block for paving Heavy Trafic areas, Roads Rounds Abuts, Industrial Yards etc having compressive strength of 49 N/mm2 on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. accepted by the Engineer.

sqm

1330.00

30.16.2

Supplying and placing of 80 mm thick coloured Uni-Block for paving Heavy trafic areas, road, industrial yard etc having compressive strength of 49 N/mm2 on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. accepted by the Engineer.

sqm

1590.00

30.17.1

Supplying and placing of grey 200 x 100 x 60 mm Rectangular Block having compressive strength of 15N/mm2 on 50 mm thick compacted sand bed, and filling all interstices with sand, cleaning etc. accepted by the Engineer.

sqm

1399.00

30.17.2

Supplying and placing of coloured 200 x 100 x 60 mm Rectangular Block having compressive strength of 15N/mm2 on 50 mm thick compacted sand bed, and filling all interstices with sand, cleaning etc. accepted by the Engineer.

sqm

1605.00

30.18.1

Supplying and placing of grey engraved cement concrete tiles (250 x 250 mm) in size having minimum thickness 24 mm over 12 mm sand cement mortar (4:1) each at a distance of 6 mm apart and filling the joints with cement sand mortar (1:4) including raking out joints and cutting the tiles to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer.

   

30.18.1.1

Ground floor

sqm

919.00

30.18.1.2

Add for each addl. floor up to 5th floor

sqm

31.28

30.18.1.3

Add for each addl floor for 6th floor to 9th floor

sqm

39.10

30.18.1.4

Add for each addl floor for 10th floor and above

sqm

46.92

30.18.2

Supplying and placing of coloured engraved cement concrete tiles (250 x 250 mm) in size having minimum thickness 24 mm over 12 mm sand cement mortar (4:1) each at a distance of 6 mm apart and filling the joints with cement sand mortar (1:4) including raking out joints and cutting the tiles to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer.

   

30.18.2.1

Ground floor

sqm

1035.00

30.18.2.2

Add for each addl. floor up to 5th floor

sqm

31.28

30.18.2.3

Add for each addl floor for 6th floor to 9th floor

sqm

39.10

30.18.2.4

Add for each addl floor for 10th floor and above

sqm

46.92

30.19.1

215 mm thick wall (excluding plaster thickness) with 215 x 100 x 65 mm concrete solid block having minimum compressive strength of 21 N/mm2 of size with 6 mm thick cement sand mortar in 1:6 in superstructure including racking out the joints, filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for min. 3 (three) days on mortar joint by jute/ brush in wet followed by impervious covering for another 4 (four) days etc. all complete and accepted by the Engineer.

   

30.19.1.1

Ground floor

sqm

1791.00

30.19.1.2

Add for each addl. floor up to 5th floor

sqm

31.28

30.19.1.3

Add for each addl floor for 6th floor to 9th floor

sqm

39.10

30.19.1.4

Add for each addl floor for 10th floor and above

sqm

46.92

30.19.2

100 mm thick wall (excluding plaster thickness) with 215 x 100 x 65 mm concrete solid block having minimum compressive strength of 21N/mm2 of size with 6 mm thick cement sand mortar in 1:6 in superstructure including racking out the joints, filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for min. 3 (three) days on mortar joint by jute/ brush in wet followed by impervious covering for another 4 (four) days etc. all complete and accepted by the Engineer.

   

30.19.2.1

Ground floor

sqm

909.00

30.19.2.2

Add for each addl. floor up to 5th floor

sqm

31.28

30.19.2.3

Add for each addl floor for 6th floor to 9th floor

sqm

39.10

30.19.2.4

Add for each addl floor for 10th floor and above

sqm

46.92

30.20.1

38 mm thick Grey cladding work in facing on superstructure with (200 x 90x 38) mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete for up to 4th floor accepted by the Engineer.

   

30.20.1.1

Ground floor

sqm

1337.00

30.20.1.2

Add for each addl. floor up to 5th floor

sqm

31.28

30.20.1.3

Add for each addl floor for 6th floor to 9th floor

sqm

39.10

30.20.1.4

Add for each addl floor for 10th floor and above

sqm

46.92

30.20.2

38 mm thick coloured cladding work in facing on superstructure with (200 x 92 x 38) mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete for up to 4th floor accepted by the Engineer.

   

30.20.2.1

Ground floor

sqm

1136.00

30.20.2.2

Add for each addl. floor up to 5th floor

sqm

31.28

30.20.2.3

Add for each addl floor for 6th floor to 9th floor

sqm

39.10

30.20.2.4

Add for each addl floor for 10th floor and above

sqm

46.92

30.20.3

50 mm thick Grey cladding work in facing on superstructure with (400 x100 x 50) mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete for up to 4th floor accepted by the Engineer.

   

30.20.3.1

Ground floor

sqm

1052.00

30.20.3.2

Add for each addl. floor up to 5th floor

sqm

31.28

30.20.3.3

Add for each addl floor for 6th floor to 9th floor

sqm

39.10

30.20.3.4

Add for each addl floor for 10th floor and above

sqm

46.92

30.20.4

50 mm thick coloured cladding work in facing on superstructure with (400 x 100 X 50) mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete for up to 4th floor accepted by the Engineer.

   

30.20.4.1

Ground floor

sqm

1110.00

30.20.4.2

Add for each addl. floor up to 5th floor

sqm

31.28

30.20.4.3

Add for each addl floor for 6th floor to 9th floor

sqm

39.10

30.20.4.4

Add for each addl floor for 10th floor and above

sqm

46.92

30.20.5

15 mm thick Grey cladding work in facing on superstructure with (420 x 330 x 15) mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete for up to 4th floor accepted by the Engineer.

   

30.20.5.1

Ground floor

sqm

700.00

30.20.5.2

Add for each addl. floor up to 5th floor

sqm

31.28

30.20.5.3

Add for each addl floor for 6th floor to 9th floor

sqm

39.10

30.20.5.4

Add for each addl floor for 10th floor and above

sqm

46.92

30.20.6

15 mm thick coloured cladding work in facing on superstructure with (420 x 330 x 15) mm size concrete clad  pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete for up to 4th floor accepted by the Engineer.

   

30.20.6.1

Ground floor

sqm

700.00

30.20.6.2

Add for each addl. floor up to 5th floor

sqm

31.28

30.20.6.3

Add for each addl floor for 6th floor to 9th floor

sqm

39.10

30.20.6.4

Add for each addl floor for 10th floor and above

sqm

46.92

30.21.1

Supplying, carrying, placing, providing (418 x 330 x 17) mm size of red colour concrete roof tiles on pre-fixed and pre-fabricated truss and fixing each tile to the roof members of truss accepted by the Engineer.

sqm

68.00

30.21.2

Supplying, carrying, placing, providing (418 x 330 x 17) mm size of oriental colour concrete roof tiles on pre-fixed and pre-fabricated truss and fixing each tile to the roof members of truss accepted by the Engineer.

sqm

63.00

30.21.3

Supplying, carrying, placing, providing (418 x 330 x 17) mm size of antique red colour concrete roof tiles on pre-fixed and pre-fabricated truss and fixing each tile to the roof members of truss accepted by the Engineer.

sqm

68.00

30.21.4

Supplying, carrying, placing, providing (418 x 330 x 17) mm size of green colour concrete roof tiles on pre-fixed and pre-fabricated truss and fixing each tile to the roof members of truss accepted by the Engineer.

sqm

73.00

30.22

Supplying, carrying, placing, providing of concrete Kerb stone size (600 x 300 x 100) mm approved and accepted by the Engineer.

sqm

195.00

 

31

31-A: Restricted and Secondary Sub-Soil investigation works.

None of the item(s) under 31.1 to 31.31.2  to be estimated and/or executed for work(s) without official instruction in detail from the office of PWD Design Division[Sub-soil exploration and testing to be executed according to the advice of the design office in regards to the number of bore-holes, number and types of tests mentioning levels into the sub-surface with respect to existing ground level / levels (EGL)]

   

31.1

Mobilization and demobilization of boring equipment such as drilling rig, drilling pipes, drop hammer, tripod, pulley, chain, wrange, sample collection devices tools and plants, tripod for temporary camp, other accessories and manpower at work site within 20 km from divisional (administrative) head qtrs. etc. all complete and accepted by the Engineer.

Per  site

9303.00

31.2

Field visit , fixing location of bore holes citing respective coordinates in X, Y & Z axes with respect to pre-determind datum(BM) and inspection of sampling and samples by the Geo-tech. Expert / Engineer

Per site

5697.00

31.3

Installation of boring equipment at site:

   

31.3.1

Installation of boring equipment at site on dry ground/and a surface up to a maximum 750 mm under water and accepted by the Engineer.

Per point

839.00

31.3.2

Installation of boring equipment at site: for depth of water above 750 mm to 1500 mm and accepted by the Engineer.

Per point

4223.00

31.3.3

Installation of boring equipment at site: For depth of water above 1500 mm (stagnant water) and accepted by the Engineer.

Per point

5715.00

31.4

Boring 100 mm dia bore-hole by wash boring method:

   

31.4.1

Boring 100 mm dia bore-hole by wash boring method: 0 to 15 meter including the depths for SPT operation and accepted by the Engineer.

rm

214.00

31.4.2

Boring 100 mm dia bore-hole by wash boring method: 15 meter to 25 meter including the depths for SPT operation and accepted by the Engineer.

rm

235.00

31.4.3

Boring 100 mm dia bore-hole by wash boring method: 25meter to 35 meter including the depths for SPT operation and as and accepted by the Engineer.

rm

241.00

31.4.4

Boring 100 mm dia bore-hole by wash boring method: 35 meter to 45 meter including the depths for SPT operation and accepted by the Engineer.

rm

246.00

31.4.5

Boring 100 mm dia bore-hole by wash boring method:  45 meter & above  including the depths for SPT operation and accepted by the Engineer.

rm

256.00

31.5

Execution of SPT with Standard Autometic Hammer (ASTM D-1586-84, hammer: (140 + 2 Ibs) /(63.5 + 1 Kg), height of fall: (30" + 1") / (760 mm + 25 mm) including withdrawn of drilling pipe from the bore-hole and fixing the steel cap with drilling pipe and replacing the drilling pipe with cap into the bore hole up to the layer of interest approved and accepted by the Engineer.

   

31.5.1

SPT @ 1500 mm interval: For 0  to 15 meter

Per point

90.00

31.5.2

SPT @ 1500 mm interval: For 15 meter to 25meter

Per point

100.00

31.5.3

SPT @ 1500 mm interval: For 25 meter to35 meter

Per point

108.00

31.5.4

SPT @ 1500 mm interval: For  35 meter to 45 meter

Per point

139.00

31.5.5

SPT @ 1500 mm interval: 45m and above

Per point

214.00

31.6

Collection of undisturbed soil samples in 75 mm tubes from cohesive layer including preservation, and transportation and accepted by the Engineer. (ASTM D-1587-83)

Per sample

113.00

31.7

Collection of disturbed soil samples in 75 mm tubes from cohesive layer including preservation, and transportation and accepted by the Engineer. (ASTM D-1587-83)

Per sample

97.00

31.8

Plate load test: mobilization, demobilization, arrangement of plates for loading and all other required materials, execution of tests, recording the data, preparation and submission of test report (if desired by S.E. Design Circle) and accepted by the Engineer.

Per test

19517.00

31.9

 

Preparation, writing and submission of report on sub-soil investigation containing all parameters, bearing capacities, sections through all boreholes along different axes, on two or more sets of data given or assumed, citing reference etc. and all complete as per satisfaction and direction of engineer-in-charge.

Per site

10462.00

31.10

Specific gravity

per set of test

150.00

31.11

Grain size Analysis of soil by Sieve and Hydrometer analysis & Specific gravity test, And Providing ASTM Classification  of Soil

per set of test

1050.00

31.12

Visual Inspection & Classification of soil for engineering purposes

per set of test

113.00

31.13

Linear Shrinkage  for cohesive soil

per set of test

600.00

31.14

Shrinkage limit for cohesive soil

per set of test

600.00

31.15

Atterberg limit test

   

31.15.1

Liquit limit for cohesive soil

per set of test

300.00

31.15.2

 Plastic limit for cohesive soil

per set of test

300.00

31.16

Unit weight of soil

per set of test

226.00

31.17

Void ratio

per set of test

750.00

31.18

Natural moisture content

per set of test

150.00

31.19

Organic matter content

per set of test

1126.00

31.20

Loss on ignition for cohesive soil

per set of test

863.00

31.21

Sand equivalent test

per set of test

1200.00

31.22

Permeability for cohesive soil

per set of test

1500.00

31.23

Permeability non-cohesive soil

per set of test

3000.00

31.24

Consolidation  test for cohesive soil

per set of test

1650.00

31.25

Shear test

   

31.25.1

Direct Shear Test

per set of test

 

31.25.1.1

Consolidated drain test

per set of test

1200.00

31.25.1.2

Consolidated quick test

per set of test

1050.00

31.25.1.3

 Unconsolidated quick test

per set of test

1200.00

31.25.2

Triaxial Shear Test

   

31.25.2.1

Consolidated undrained triaxial test with pore pressure for cohesive and non co-hesive soil

per set of test

3450.00

31.25.2.2

 Consolidated undrained triaxial test without pore pressure for cohesive soil

per set of test

1050.00

31.25.2.3

 Consolidated drained triaxial test

per set of test

1500.00

31.25.2.4

Unconsolidated undrained triaxial test without pore pressure

per set of test

1200.00

31.25.3

Field Vanshear test in cohesive soil (ASTM  D-2573-72, 1978)

per set of test

2100.00

31.26

Unconfined compression test for cohesive soil

per set of test

900.00

31.27

Field density test in/c field visit for non-cohesive soil

per set of test

2250.00

31.28

Ground water table location

per set of test

2400.00

31.29

One dimensional swelling / settlement potential of cohesive soil.

per set of test

2250.00

31.30

Non-repetitive static plate load test of soil (ASTM  D-1196-64, reapproved in 1977

per set of test

2100.00

31.31

Compaction test

   

31.31.1

Standard proctor

per set of test

1800.00

31.31.2

Modified proctor

per set of test

1950.00

31.32

General Sub-Soil Investigation Works Sub - Soil investigation by exploratory borings and/ or by CPT, DCP etc. collecting and necessary testing of samples in numbers as required for  Stratification of Layers, physical parameters of soils like Atterberg limits,Specific Gravity, Gain size distribution(by wet seive, Hydrometer if required) ,shrinkage & swelling, Settlement ; C -ф values and other  Strength parameters  to ascertain Bearing Capacity , Skin friction, End bearings etc at layers of interest as per respective National/International standards and entering all theese data & information in necessary Tables & Graphs , furnishing them in the  form of Standard Sub-Soil Investigation Report duly signed by competent  Engineer & Exploratory Office.

 

 

31.32.1

Bore Hole depth 0 to 15m

per bore

8675.00

31.32.2

Bore Hole depth 0 to 18m

per bore

9108.00

31.32.3

Bore Hole depth 0 to 20m

per bore

11364.00

31.32.4

Bore Hole depth 0 to 25m

per bore

13637.00

31.32.5

Bore Hole depth 0 to 30m

per bore

16364.00

31.32.6

Bore Hole depth 0 to 35m

per bore

19637.00

31.32.7

Bore Hole depth 0 to 40m

per bore

23564.00

31.32.8

Bore Hole depth 0 to 45m

per bore

28277.00

31.33

Extra cost per site for Mobilization & demobilization in addition to any item under  31.32

 

 

31.33.1

20 km within Dhaka, Chittagong,Rajshahi,Khulna, Sylhet , Barishal, Rangpur

Per  site

9303.00

31.33.2

Other than divisional city : cost  in addition to item 31.33.1  for the distance from respective divisional HQ to site.

per km

20.00

31.34

Extra cost per bore hole , if the same is under water by more than 1.5m in depth

 

4223.00