PWD SCHEDULE OF RATES FOR CIVIL WORKS 2014(1).pdf

April 2, 2018 | Author: Sanjoy Roy | Category: Brick, Mortar (Masonry), Concrete, Soil, Cement
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PWD SoR 2014 for Civil Works59 SCHEDULE OF RATES FOR CIVIL WORKS PWD SoR 2014 for Civil Works 60 SCHEDULE OF RATES FOR CIVIL WORKS FOURTEENTH EDITION: 2013 Item No. Description of Item Unit Unit Rate Unit Unit Rate DIVISION 01 : GENERAL AND SITE FACILITIES Item No. 01.1 Description of Item Erection and maintenance of site office and removal the same 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 aidbox, safety helmet, level / theodolite, consumables, stationeries etc. L.S. Tk. 125,251.00 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. Tk. 389,014.00 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. Tk. 502,145.00 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. Tk. 534,467.00 PWD SoR 2014 for Civil Works Item No. 61 Description of Item Unit Unit Rate 01.1.5 Engineer‟s site office of minimum 10 sqm plinth area with providing furniture, first aidbox, safety helmet, consumables, stationeries etc for low value simple work of short duration (not more than six months). L.S. Tk. 23,916.00 01.1.6 Providing and maintenance window type 1800 BTU AC (Air-Cooler) for Engineer‟s office and remove after completion of contract. each Tk. 52,871.00 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. Tk. 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. Per tender Tk. 19,451.00 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) 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 Tk. 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 Tk. 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 Tk. 29,165.00 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 Tk. 12,371.00 62 Description of Item Unit 01. & jobs assigned by the HOPE or his official.. 4. 60.3 Providing layout and carry over PWD Bench-Mark (BM) at site from nearby BM pillar.PWD SoR 2014 for Civil Works Item No.00 1. 100. progress study & adjustment. sqm.up (double Cab) for transport of Test samples.This work shall also covers clayey cleaning and clearing. Property lines.00 1. preparation of project Material schedule and Testing schdule for approval etc. Tk. setting and marking all pillars. Tk. mean sea level (MSL). 21. communication with theme architect & getting approval . highest flood levels (HFL).5 Providing Expertised architect having relevant experience (s) more than 5years for detail documentation of architectural themes. drawings.00 01. showing and maintaining reduced levels (RL‟s) including locating. Month wise documentation shall be the basis of payments on this item month Tk. END OF DIVISION ONE …………………. marker.00 …………………. for the project documentation. work samples & emmergency services etc.) Per month Tk. where. workingout shop drawings. cutting or filling. plinth levels (PL).802.00 1. 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 Tk.000.000.2. 65. sqm.000. specifying architectural needs according to approved master architectural themes & plan. 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.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. and to stockpile the end outcome to a place for disposal agreed by the Engineer. existing ground level (EGL). formation ground level (FGL). 1.00 01. establishing. (total usage not more than 1/6th of project duration. protecting all public utilities within the premise of work and finally all to be presented in black and white.. 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 Tk. pegs etc.7 Pick .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. 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. Unit Rate . in/c fuel etc.6 Providing Expertised Engneer having relevant experience(s) more than 10years. 63 Description of Item Unit Unit Rate Unit Unit Rate DIVISION 02 : EXCAVATION.5 m depth and maximum 10 m lead: in very soft / saturated / organic clayey soil / soil of semi-liquid state. Tk. complete and accepted by the Engineer.1.1.1. protecting and maintaining the trench dry etc. where correct documentation on rain fall.. 333. 02. rm.5 meter depth exceeding 1.00 02.12 02.PWD SoR 2014 for Civil Works Item No. 11. Tk.1 Layout and marking for earthwork in excavation in foundation accepted by the Engineer. local bench-mark pillars. leveling.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. However. 25m3/h from foundation trenches.3 Earthwork in excavation in foundation trenches up to 1. 96.00 02. stacking. providing center lines.00 02. 714.6 Extra rate for each additional 0.00 02.1.1. subject to submit method statement of carrying out excavation work to the Engineer for approval.00 02. cleaning the excavated earth at a safe distance out of the area enclosed by the layout etc.5 meter. cum Tk.7 Extra rate for each 1 m additional lead beyond 10 m. 144. Description of Item 02.5 Earthwork in excavation in foundation trenches up to 1.4 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. volume of inandation shall strictly be made. hour Tk.2 Earthwork in excavation in foundation trenches up to 1.4 Earthwork in excavation in foundation trenches up to 1. Engineer‟s approval shall not relieve the contractor of his responsibilities and obligations under the contract. cum Tk.2 Bailing out trapped water caused by inundation due to sepage or rain. fixing bamboo spikes and marking layout with chalk powder. all complete and accepted by the Engineer. ramming and preparing the base. hoisting.1.5 m depth and maximum 10 m lead: in medium stiff clayey soil.00 02. [Plinth area of the structure shall be considered for measurement] sqm. Tk.5 m depth and maximum 10 m lead: in very stiff (hard) clayey soil/ rubbish etc. providing necessary tools and plants. 2. 166.1. cum Tk. FILLING AND SITE DEVELOPMENT & PALISADING Item No. layout.00 02. 75. carrying etc.00 . rm. cum Tk. all complete and accepted by the Engineer. 67. sepage rate. cum Tk.5 m depth and maximum 10 m lead: in soft clayey soil / loose sand / silt cum Tk.1 Earth work in excavation in all kinds of soil for foundation trenches including.00 02. 16. by a pump of aprox. 8 in 150mm layers including leveling. 602.00 02.1 Shore protection work during excavation in foundation trenches up to 1.1 Sand filling in foundation trenches and plinth with sand having F.7. lake. 130. 1.5 Palisading work by supplying bitumen drum sheet walling tied with 20 BWG G. 1. Tk. 678. complete approved and accepted by the Engineer. 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. cum Tk.5 m depth. sqm. all complete and accepted by the Engineer. 678. Tk. Tk.10. F.00 02.00 02. all complete and accepted by the Engineer.217. Tk. (Rate is excluding the cost of bamboo post). 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.7.8 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.I wire etc. sqm. F. [the rate is including cost of vertical post] sqm. gazals etc. 0. 269. to protect loss due to damage of property by Palisading accepted by the Engineer.PWD SoR 2014 for Civil Works Item No. 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.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. wire fixing the same with already driven borrak bamboo posts with half split borrak bamboo runners @ 450mm c/c horizontally with iron nails.M.2 Shore protection work during excavation in foundation trenches to protect loss due to damage of property by Palisading beyond 1.M. 2. Tk.2 in 150mm in layers including leveling. 1.00 02. ditch.00 02. pond by mixing fine local sand of F.5 to 0.00 .760.043.I. G. 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.2 in 150mm layers including leveling. all complete and accepted by the Engineer.M. 64 Description of Item Unit Unit Rate 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.10. However Engineer‟s approval shall not relieve the Contractor of his responsibilities and obligations under the contract.3 Sand filling in foundation trenches and plinth with coarse sand having min. rm.00 02. 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. 596. Before commencing lying of Geo-textile.M.5 m depth accepted by the Engineer [the rate is including cost of vertical post] sqm.00 02. 0. 1.10.2 Sand filling in foundation trenches and plinth with coarse sand having min.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. cum Tk. cum Tk. cum Tk. 00 02.1 By Other than dredgeing cum Tk. Rajshahi.15. cum Tk. 367. 1. 441.4 For other than Dhaka. dressing and compacting to a specified percentage each layer up to finished level etc. 65 Description of Item Unit Unit Rate 02.508.16. all.15. 291. Khulna metropolitan area and N'ganj district cum Tk.1 For Dhaka Metropolitan Area cum Tk. 329.3 For Rajshahi / Barishal / Khulna metropolitan area cum Tk. all complete and accepted by the Engineer.15. maintaining slopes. all complete and accepted by the Engineer. leveling and dressing the carried earth etc..2 For Chittagong / Sylhet/ Narayanganj Area . Barishal.00 02. 3. 265. cum Tk. in/c local carrying. 443.14 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. complete accepted by the Engineer. 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.15.00 02.00 02.laying and spreading in150mm layers uniformly and compacting etc. sandy silt.2 By Dredging including necessary systems there off cum Tk.00 02.00 02.2) 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. all complete and accepted by the Engineer.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. environmental hazardous substances) carried by head or truck or any other meansl in/c cost of cutting or by dredging of sand. 114.15 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. placing the earth/sand. sandy silt (free from any organic.73 02.1 For Dhaka Metropolitan Area 02.1.laying and spreading in150mm layers uniformly and compacting etc.00 02. 1. all complete as per direction and accepted by the engineer in charge.00 02.16.M. Ctg. cum Tk. breaking lumps. 02.16 Site Development/Improvement by carted earth or dredged sand.16. 4.PWD SoR 2014 for Civil Works Item No.M. all complete and accepted by the Engineer.11 50 mm down graded picked jhama Khoa consolidation in foundation trenches by mixing the same with best quality local sand (F.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.652.16.1.2 For Chittagong / Sylhet/ Narayanganj Area cum Tk. sandy silt in the designated area. foreign.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. leveling. Sylhet. levelling and dressing in layers up to finished level etc. unloading at both ends. cum Tk. 457. 02. ..16.3.3.00 02. 250.3 For Rajshahi / Barishal / Khulna metropolitan area 02. watering and consolidation each layer with chain dozer.4.16.2 By Dredging cum Tk.4 For other than Dhaka.16.00 02.1 By Other than dredgeing cum Tk.00 ………………….25 02. 164. grader. END OF DIVISION TWO ………………….. 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.1 By Other than dredgeing cum Tk.00 02.4. cum Tk. 217.16. 140. Barishal.16.17 Mechanical compaction of earth beyond plinth area.2 By Dredging cum Tk. Rajshahi. roller etc.2 By Dredging cum Tk. Khulna metropolitan area and N'ganj district 02.2.16.PWD SoR 2014 for Civil Works Item No. 364.70 02. Ctg.1 By Other than dredgeing cum Tk.16. 188.16. required for pre-approved specific engineering purpose in 150mm layers including leveling. Sylhet. 66 Description of Item Unit Unit Rate 02.2. 284.16 02.. 7. costs of tools and plants etc.711. 6. cum Tk. leveling. screening.1 Mass concrete in foundation (1:3:6) with cement.2) and picked jhama chips including breaking chips.2 cum Tk. 1.00 03. all complete and accepted by the Engineer. maintaining alignment grid etc.5:3) with Sylhet sand (F. 67 Description of Item Unit Unit Rate Description of Item Unit Unit Rate 03. rm.5:3) in cement concrete with cement.5:3) with Sylhet sand (F.2 cum Tk..1 75 mm or 3" thick damp proof course (1:1. mixing. mixing.2) and 50% local sand (F.M.00 03. 7.2 Mass concrete in floor (1:2:4) with brick chips and local sand of F.5 Mass concrete (1:2:4) in foundation or floor with cement. casting.other charges. brick chips and sand of F. leveling including the supply of water. compacting to levels and curing for at least 7 days including the supply of water. 2. (Cement: CEM-II/A-M) 03.00 03. 1.00 03. 1.2) and picked jhama or stone chips including breaking chips.6.M.2 Mass concrete in floor (1:3:6) with cement brick chips and sand of F.174.PWD SoR 2014 for Civil Works Item No. Tk.3 Brick on end edging including preparation of bed and filling the interstices with local sand. sqm. sand (F. Tk.2 cum Tk.403. electricity and other charges and costs of tools and plants etc. sand (F. 562. shuttering. all complete and accepted by the Engineer. (Cement: CEM-II/A-M) 03.2 cum Tk.481. END OF DIVISION THREE ………………….M.6.241. 1. electricity and other charges and costs of tools and plants etc.00 03.M. ………………….5.00 03. Tk.7 Supplying and laying of single layer polythene sheet weighing one kilogram per 6.2) and picked jhama chips including breaking chips. screening. all complete and accepted by the Engineer. 355. sand (F.4 Mass concrete (1:3:6) in foundation or floor with cement. 88.00 DIVISION 03 : BRICK SOLING.M. 1. Tk.6 Damp proof course (DPC) (1:1. Tk. CC.M. laying. 1.6.3 150 mm or 6" thick damp proof course (1:1. 1.00 03.1 Mass concrete in foundation (1:2:4) with brick chips and local sand of F. curing and finished with a coat of bitumen including the supply of water.M.M. Item No.5 square meter in floor or any where below cement concrete complete in all respect and accepted by the Engineer. 2. . electricity and other charges and costs of tools and plants etc.2) and stone chips.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. laying.2) stone chips and water-proofing admixture/agent approved by the Engineer.M.. DPC ETC. 1. sqm. (Cement: CEM-II/A-M) 03. 2. 6.00 03.00 03. leveling etc.002.5:3) with brick chips and 50% Sylhet sand (F.M. all complete and accepted by the Engineer.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.4. centering. 1.5. screening. Tk.00 03.M.319. compacting to levels and curing for at least 7 days including the supply of water. all complete and accepted by the Engineer. 12. complete and accepted by the Engineer. sqm.4. sqm. 34. 1.2 75 mm or 3" thick damp proof course (1:1.2) sqm. washing and screening of sand. 1.00 04. cleaning and soaking the bricks at least for 24 hours before use and curing at least for 7 days etc.2) mortar (1:6) in superstructure including raking out joints.M. In ground floor cum Tk.2 Brick works of width one brick or one and a half brick length with first class bricks in cement sand (F.PWD SoR 2014 for Civil Works Item No.2) mortar (1:6) in foundation and plinth. true to vertical and horizontal lines including raking out joints. necessary scaffolding. In ground floor cum Tk.2) mortar (1:4) in superstructure with uniform width and depth joints.2) mortar (1:1) including cost of water. filling the interstices with mortar. soaking the bricks at least for 24 hours before use.2) mortar (1:4)) in superstructure with uniform width and depth joints.2) mortar (1:1) including cost of water.M. 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.5" x 2. (Cement: CEM-II/A-M) In ground floor cum Tk.2) mortar (1:4)) in superstructure with uniform width and depth joints. true to vertical and horizontal lines including raking out joints scaffolding.00 .00 04. Description of Item Unit Unit Rate 04. (Cement: CEM-II/A-M). 1.00 04. necessary scaffolding.3 Brick works with first class bricks in cement sand (F.2) mortar (1:4) in exterior walls including filling the interstices with mortar. true to vertical and horizontal lines including raking out joints scaffolding. curing at least for 7 days etc. washing and screening of sand.M.637.013. necessary scaffolding. PATENT STONE IN FLOOR AND FANCY SCREEN BLOCK WORK Item No. electricity and other charges and accepted by the Engineer. filling the joints/interstices fully with mortar. raking out joints. electricity and other charges etc all complete and accepted by the Engineer. soaking the bricks at least for 24 hours before use.(Cement: CEM-II/A-M)In ground floor cum Tk. 1. cleaning and socking the bricks at least for 24 hours before use and washing of sand.75") having uniform colour carefully laid in cement sand (F. (Cement: CEM-II/A-M). 10. cleaning and soaking the bricks at least for 24 hours before use and washing of sand. very carefully laid in cement sand (F.5 Exposed brick works (for exterior wall without outside plaster) with automatic machine made first class bricks. all complete including cost of water. 1. (Cement: CEM-II/A-M) cum Tk. cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand.M. 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.M. 68 Description of Item Unit Unit Rate DIVISION 04 : BRICK WORKS.2) mortar (1:2) including cost of water. 1.5" x 4.1 Brick works with first class bricks in cement sand (F. 5. 1.M.950.327.00 04. (Cement: CEM-II/A-M). complete and accepted by the Engineer.M. 1. 5.984.M.6 Brick works with 10 holes machine made bricks of approved size (9. curing at least for 7 days and pointing with cement sand (F. racking out the joints. electricity and other charges etc all complete and accepted by the Engineer. filling the interstices with mortar. of sand 1. curing at least for 7 days etc. electricity and other charges etc. 6.4 Exposed brick works (for exterior wall without outside plaster) with special quality sorted out first class bricks. 1.00 04. all complete including cost of water. 6.984. In ground floor cum Tk. Curing at least for 7 days and high class flush pointing with cement sand (F. Curing at least for 7 days and high class flush pointing with cement sand (F. very carefully laid in cement sand (F.M. 6. 8. cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand.M.296.2) mortar (1:2) including cost of water.2 Add for each additional floor from 6th floor to 9th floor cum Tk. electricity and other charges etc.10. complete and accepted by the Engineer. necessary scaffolding. 17. electricity and other charges etc. cutting the bricks to required size wherever necessary including high class recessed pointing. necessary scaffolding.757.2) mortar (1:4) in superstructure with uniform width and depth joints.(Cement: CEMII/A-M)In ground floor sqm.M.10 Extra cost shall be incorporated in the estimate for each additional floor for brick works (item No.M. 208. 12. curing at least for 7 days and pointing with cement sand (F.2) mortar (1:4) in superstructure with uniform width and depth joints. Tk. 1. 136.M. 1. curing at least for 7 days for all floors up to 4th floor including cost of water.5" x 2.2) mortar (1:2) including cost of water. 1. electricity and other charges etc. cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand. curing at least for 7 days and pointing with cement sand (F.1..M.3 Add for each additional floor for 10th floor and above cum Tk.10. all complete and accepted by the Engineer.75" size 10 hole machine made Rock-face or textured klinker facing bricks having uniform colour carefully laid in cement sand (F.2) mortar (1:4). 182. electricity and other charges etc. overhead water tank etc.00 04. 18 and 19 including cost of water.00 04.8 Brick works with 9. all complete and accepted by the Engineer.7 Brick work with 9. 8. electricity and other charges etc. 69 Description of Item Unit Unit Rate 04.00 meter) cum Tk.00 04. 1. including racking out joints.00 04. 1.9) 04. cleaning and soaking the bricks at least for 24 hours before use and washing and screening of sand.586. 1. cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand. (Extra cost shall be incorporated in the estimate only when both sides of wall is uninterruptedly free beyond 4.M. true to vertical and horizontal lines including raking out joints.00 04. 1.00 04.(Cement: CEM-II/A-M)In ground floor cum Tk.4.75" size machine made solid klinker facing bricks having uniform colour carefully laid in cement sand (F.1 Add for each additional floor up to 5th floor cum Tk.9 Brick works with 9.5" x 2.10.75" size 3 hole machine made reinforced klinker facing bricks having uniform colour carefully laid in cement sand (F.5" x 4. filling the interstices with mortar. all complete and accepted by the Engineer. go-down.5" x 4.12 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.2) mortar (1:2) including cost of water.2) mortar (1:4) in superstructure with uniform width and depth joints. (Cement: CEM-II/A-M) In ground floor cum Tk.00 .5" x 2. filling the interstices with mortar. necessary scaffolding.2 to 4. true to vertical and horizontal lines including raking out joints.PWD SoR 2014 for Civil Works Item No.5" x 4. in 16. necessary scaffolding. filling the interstices with mortar. curing at least for 7 days and pointing with cement sand (F.M.874. 130.11 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. true to vertical and horizontal lines including raking out joints. (Cement: CEM-II/A-M) In ground floor cum Tk.00 04.(100 x 200 mm face should be placed for facing). as description of the item No. all complete and accepted by the Engineer. cleaning and soaking the bricks at least for 24 hours before use washing and screening of sand and necessary scaffoldings.M. raking out joints.00 04. raking out joints. raking out joints. Tk.2) mortar (1:4). electricity and other charges etc.00 04.M.1.2) mortar (1:3) in adjacent side wall. 837.00 . 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. curing at least for 7 days for all floors up to 4th floor including cost of water. 2. (Cement: CEM-II/A-M) In ground floor sqm.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.PWD SoR 2014 for Civil Works Item No. 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.1. In ground floor sqm. 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. (Cement: CEM-II/AM) In ground floor sqm. electricity and other charges etc. electricity and other charges etc. (Cement: CEM-II/AM) In ground floor sqm. Tk. curing at least 7 days including cost of water.M.091. 70 Description of Item Unit Unit Rate 04.2) mortar (1:4) and making bond with connected walls including necessary scaffolding. 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.2) mortar (1:6) and making bond with connected walls including necessary scaffolding. 1.00 04.(Cement: CEM-II/A-M)In ground floor sqm. 1. 2.14 Providing brick works for 200 x 62 mm facing in superstructure with 200 x 62 x 16.030.18 Exposed 125 mm thick pointing extra ordinary ornamental brick work with automatic machine made first class bricks in cement sand (F.51 mm machine made hard pressed klinker facing RED strips of approved quality with 20 mm thick cement sand (F. 1. raking out joints. 1.00 04. Tk.15 125 mm brick work with first class bricks in cement sand (F.2) mortar (1:4) and making bond with connected walls including necessary scaffolding. electricity and other charges etc. 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. all complete and accepted by the Engineer. electricity and other charges etc. 1. and racking out joints. electricity and other charges etc. all complete and accepted by the Engineer.17 Exposed 125 mm thick pointing extra ordinary ornamental brick work with sorted out first class bricks in cement sand (F. column. Tk. all complete and accepted by the Engineer. cutting the bricks to required sizes wherever necessary with high class recessed pointing. Tk.065. Tk. all complete and accepted by the Engineer. 1. cleaning and soaking the bricks for at least 24 hours before use and washing of sand necessary scaffolding.2) mortar (1:4) and making bond with connected walls including necessary scaffolding. (Cement: CEM-II/AM) In ground floor sqm.M. 798.016.16 125 mm brick works with first class bricks in cement sand (F.M. all complete and accepted by the Engineer. (Cement: CEM-II/A-M).00 04.M. all complete and accepted by the Engineer. drop wall etc. 40.2) mortar (1:4) including raking out joints. 1 (MCW) size: 5. 2.21.403. carefully laid in coloured cement sand (F. 3 (MCW) size: 4" x 4" x 4" or equivalent volume & design In ground floor sqm. sqm. 4.20. carefully laid in cement mortar and depth joints true to vertical and horizontal lines including. Tk.3 50 mm thick brick pavement with 200 x 50 x 50 mm klinker facing bricks.499.523.21. Tk.4. cleaning.1 100 mm thick brick on edge pavement with 200 x 100 x 50 mm size klinker facing bricks. curing etc.5" x 5. (Cement: CEM-II/AM) In ground floor sqm.22 Klinker paving brick works in floor or pavement with machine made pressed bricks of approved quality in cement sand (F. true to vertical and horizontal line including racking out joints.00 04. racking out joints.00 04.2) mortar (1:4) on minimum 12 mm thick cement sand (F.00 04.323.2 With design block No. 32.1 With design block No. 20 (MCW) size: 6" x 6" x 4" or equivalent volume and design In ground floor sqm.2 Add for each additional floor from 6th floor to 9th floor sqm. 2.00 04. electricity and other charges complete and standard practice accepted by the Engineer. cleaning and soaking the blocks for minimum 24 hours before use including washing and screening of sand.21 Extra cost shall be incorporated in the estimate for each additional floor for brick and screen block works (item No.12 to 4. Tk. soaking brick at least 24 hours and washing of sand.013. sqm.102. electricity and other charges accepted by the Engineer. electricity and other charges accepted by the Engineer. sqm.M.3 With design block No.00 04.M. 1. 2.00 04.1 Add for each additional floor up to 5th floor sqm.21.20 Fancy screen work with different size hollow machine made design blocks with uniform colour. curing at least for 7 days etc. cleaning.00 04. Tk. Tk.PWD SoR 2014 for Civil Works Item No. filling the interstices with same mortar. 1. Tk. 1.2) mortar (1:3) in all floors in wall with uniform mortar joints. 1.5" x 4" or equivalent volume & design In ground floor sqm.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.. 24.19 Providing 125 mm thick (Partition walls) brick work in superstructure brick work (1:4) in cement sand (F.00 04. 71 Description of Item Unit Unit Rate 04. Tk. curing 7 days in all floors. Tk.3 Add for each additional floor for 10th floor and above sqm.M. 1.(Cement: CEMII/A-M) 04. Tk.20.22.20. including washing and screening of sand. 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).M. (Cement: CEM-II/A-M) 04.22.599.2) mortar with 10 hole machine made ceramic bricks of approved size having uniform colour. complete in all respect including supply of all necessary materials including cost of water. 1. including cost of water. 2.00 . making bond with connected walls.20) 04. scaffolding.00 04. cost of water. Tk.22. 00 04. laying. 526. 1.2) mortar (1:4) on minimum 12 mm thick cement sand (F.M. (Cement: CEM-II/A-M) sqm.2 and 50% best local sand of FM 1. including cost of water. finishing with flush pointing with cement sand (F. screening.M. cleaning and racking out joints. 943. 1. 1.2 and curing at least for 7 days etc.M. Tk.M. 1.27 38 mm thick artificial patent stone (1:2:4) flooring with cement.00 . 423. Tk. all complete and accepted by the Engineer. 510. 2.00 04.M. Tk. electricity and other charges complete and standard practice accepted by the Engineer.2).2 and 50% best local sand of FM 1. compacting.23 125 mm thick brick pavement or flooring with first class brick on edge in cement sand (F. 2. best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F. compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water.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.M. including cost of water. all complete and accepted by the Engineer. 2. Cement: (CEM-II/A-M) In ground floor sqm. compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water. cleaning and racking out joints. including cost of water. washing and screening of sand (F. (Cement: CEM-II/A-M) In ground floor sqm. washing and screening of sand of F.2) mortar (1:2) and curing for at least 7 days etc.M. Tk.2 and 50% best local sand of FM 1. laying the concrete in alternate panels.00 04. 72 Description of Item Unit Unit Rate 04. (Cement: CEM-II/A-M) sqm. 1. 1.2).2) mortar (1:4) on minimum 12 mm thick cement sand (F. electricity and other charges etc.00 04. laying the concrete in alternate panels. laying the concrete in alternate panels.29 38 mm thick artificial patent stone (1:2:4) flooring with cement.2) mortar (1:4) including cutting the bricks as per requirement. best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. laying the concrete in alternate panels. Cement: CEM-II/A-M) sqm.2) and 12 mm down well graded stone chips. 1. 332.24 125 mm thick brick pavement/flooring with 10 hole machine made ceramic bricks in cement sand (F. electricity and other charges etc. 1. compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water. Tk. 2. Tk.2 and 50% best local sand of FM 1. best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F. screening.578. all complete and accepted by the Engineer.26 25 mm thick artificial patent stone (1:2:4) flooring with cement. Tk. electricity and other charges etc.2) and 12 mm down well graded brick chips including breaking chips. 390. all complete and accepted by the Engineer.00 04.00 04. screening.M 1.28 25 mm thick artificial patent stone (1:2:4) flooring with cement.(Cement: CEM-II/A-M)In ground floor sqm. compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water.M.2) and 12 mm down well graded brick chips including breaking chips.2) mortar (1:4) including cutting the bricks as per requirement.M.M. finishing with flush pointing with cement sand (F. electricity and other charges etc. electricity and other charges etc.M.2) and 12 mm down well graded stone chips.PWD SoR 2014 for Civil Works Item No.2) mortar (1:2) and curing for at least 7 days etc. best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F. mixing. 1. washing and screening of sand (F. all complete and accepted by the Engineer. all complete and accepted by the Engineer. electricity and other charges etc. (Cement: CEM-II/A-M) In ground floor sqm. 3 Add for each additional floor for 10th floor and above sqm.2 and 50% best local sand of FM 1. 2.(Cement: CEM-II/A-M)In ground floor sqm. electricity and other charges etc. Tk.PWD SoR 2014 for Civil Works Item No. 409. Unit Rate .2 Add for each additional floor from 6th floor to 9th floor sqm.30 25 mm thick artificial patent stone (1:1.00 04. Tk.00 04. 04.2) and 12 mm down well graded stone chips. 32. 2. Tk.32 Extra cost shall be incorporated in the estimate for each additional floor for patent stone works. 40.32. all complete and accepted by the Engineer.32.M. best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.32.5:3) flooring with cement. electricity and other charges etc. 24.00 04. 73 Description of Item Unit 04.2 and 50% best local sand of FM 1. 539.5:3) flooring with cement... all complete and accepted by the Engineer. END OF DIVISION FOUR …………………. best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.00 04. laying the concrete in alternate panels.00 …………………. Tk.2) and 12 mm down well graded stone chips.31 38 mm thick artificial patent stone (1:1.1 Add for each additional floor up to 5th floor sqm.M. Tk. compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water. compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water. laying the concrete in alternate panels. (Cement: CEM-II/A-M) In ground floor sqm. electricity and other charges in all respect accepted by the Engineer.00 05. 80. spreading oxalic acid. electricity and other charges in all respect accepted by the Engineer. Tk. Tk.1.2. Tk.00 05. 1. In ground floor sqm. 1. No.347. 1.120)/cutting with mosaic machine and finishing with Minar stone and spreading oxalic acid including breaking brick chips. washing mosaic chips and supply of all necessary materials and water.2 12 mm thick finished and laying thickness 14. 1. Tk. 1. sqm. No.5 With Indian chips and without glass strip using 100% grey cement. 1. 40.00 05.1. Tk. compacting.582.432. compacting. No. In ground floor sqm.00 05.1.00 05.00 05. sqm. (Cement: CEM-II/A-M) 05.2. screening.4 With Indian chips and without glass strip using 100% white cement. 40.3 With Indian chips and without glass strip.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.2. In ground floor sqm.1.1. curing at least for 7 days. Tk.6 With Pakistani chips and without glass strip using 100% white cement. No.2 With Indian In ground floor and glass strip using 100% grey cement.3 With Pakistani In ground floor using 100% white cement. washing mosaic chips and supply of all necessary materials and water.2. In ground floor sqm. (Cement: CEM-II/A-M) 05.00 05. 1.233. Tk. 1. Tk.396. Tk. and laying the same over minimum 25 mm thick artificial patent stone flooring with brick chips (1:2:4) including making suitable panel. cutting with pumic stone (No. 120)/ mosaic cutting machine and finishing with Minar stone including breaking brick chips screening.00 05. 74 Description of Item Unit Unit Rate Unit Unit Rate DIVISION 05 : MOSAIC WORKS Item No.618. In ground floor sqm. 80. 1.500.00 05. cutting with pumic stone (No. In ground floor sqm.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.2 With Pakistani chips and glass strip.PWD SoR 2014 for Civil Works Item No.1 With Indian chips In Ground Floor and glass strip using 100% white cement. curing at least for 7 days.00 chips chips and glass strip .4 With Pakistani chips and without glass strip.315. 1.In ground floor sqm. Tk.109.533.1 With Indian chips and glass strip. Description of Item 05. sqm.1. 120) and finishing with Minar stone including breaking brick chips. In ground floor sqm. Tk.4 12 mm thick finished and laying thickness 14. 1. electricity and other charges in all respect accepted by the Engineer.250. 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.402.00 05. No. 1.3 With Indian chips and without glass strip. 80.369. screening. electricity and other charges in all respect accepted by the Engineer.471. 1.286.435.3 With Indian chips and without glass strip.184. Tk. (Cement: CEM-II/A-M) . cutting with pumic stone (No. Tk. No. compacting.1 With Indian chips and with glass strip.00 05.3. Tk. In ground floor sqm. washing mosaic chips and supply of all necessary materials including and water.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. 120) and finishing with Minar stone including breaking brick chips.4.00 05. 120) including finishing the corners and edges and also finishing with Minar stone and supplying all necessary materials in and water.216. curing at least for 7 days. Tk.4 With Pakistani chips and without glass strip. In ground floor sqm. No. screening. Tk.3.2 With Pakistani chips and with glass strip. cutting with pumic stone (No. 80.5 mm silver grey situ mosaic work on floor with one part of 10 mm machine crushed well graded. electricity and other charges in all respect accepted by the Engineer. No. (Cement: CEM-II/A-M) 05. No.PWD SoR 2014 for Civil Works Item No. washing mosaic chips and supply of all necessary materials and water. In ground floor sqm. 80.3.00 05. 75 Description of Item Unit Unit Rate 05.4. 1. (Cement: CEM-II/A-M) 05.5 10 mm thick finished and laying thickness 12. 1. 1.00 05. compacting. 40. preparation of mix and laying the same over minimum 25 mm thick artificial patent stone flooring with brickchips (1:2:4) including making suitable panels.3. In ground floor sqm. 1. curing at least for 7 days. compacting. No. In ground floor sqm. curing at least for 7 days.In ground floor sqm.00 05.5 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. 40. Tk.2 With Pakistani chips and with glass strip. cutting with pumic stone (No.3 10 mm thick finished and laying thickness 12.4 With Pakistani chips and without glass strip. Tk.1 With Indian chips and with glass strip.4. 1.4.00 05. 40. In ground floor sqm.00 05. 7.00 05. cutting with pumic stone (No.3 With Indian chips and without glass strip.6. 1. Tk.493. Tk.00 05. (Cement: CEM-II/A-M) 05.7. 1. 40.00 05.00 .7.4 With Pakistani chips and without glass strip. In ground floor sqm. Tk.7.5.00 05. cutting with pumic stone (No. screening. 1. and laying the same on 12 mm thick cement plaster (1:4) to wall.199.362.2 With Pakistani chips and with glass strip.00 05. 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. In ground floor sqm. 1. 76 Description of Item Unit Unit Rate 05. Tk.1 With Indian chips.00 05. (Cement: CEMII/A-M) 05. compacting. In ground floor sqm. Tk. curing at least for 7 days.590.1 With Indian chips. 1.6. No. Tk.1 With Indian chips and with glass strip.PWD SoR 2014 for Civil Works Item No. Tk. 1.3 With Indian chips using 100% grey cement.557. In ground floor sqm. In ground floor sqm. 1. 80. In ground floor sqm.461. 1.00 05. 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.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. No.2 With Pakistani chips.5. curing at least for 7 days. compacting. In ground floor sqm. In ground floor sqm. In ground floor sqm. 120) and finishing with Minar stone including breaking brick chips. 1.00 05. No.5 mm thickness coloured situ mosaic work in floor with one part of 10 mm machine crushed well graded. No 120) including finishing the corners and edges and also finishing with Minar stone and supplying all necessary materials in and water. 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.330.372. Tk.273. 40.2 With Pakistani chips. 80.6. Tk.7 10 mm thick finished laid in 12. electricity and other charges in all respect accepted by the Engineer. 1.10.2 With Pakistani chips and with glass strip. 40.00 05.2 and 2. 80.M. electricity and other charges in all respect accepted by the Engineer.M.489.5 by 50% each) mortar. finally. Tk. 1.3 With Indian chips and without glass strip.1. electricity and other charges complete in all respect accepted by the Engineer. In ground floor sqm. 1. In ground floor sqm. curing at least for 7 days.2 With Pakistani chips. No.518. 1. No.9 10 mm thick finished and laying thickness 12.00 . Tk. 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. and water. In ground floor sqm. In ground floor sqm. cutting with pumic stone (No. 120) and finishing with Minar stone including breaking brick chips.00 05.00 05. 40.00 05. 1. (Cement: CEM-II/A-M) 05.8.00 05. electricity and other charges complete in all respect accepted by the Engineer.8. and water. Tk. 40. 120) including finishing the corners and edges and also finishing with Minar stone and supply of all necessary materials etc.550.8.00 05.PWD SoR 2014 for Civil Works Item No.9. Tk. 1.9.5 mm coloured situ mosaic on walls with one part of 10 mm machine crushed well graded. Tk. Tk. 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.4 With Pakistani chips and without glass strip.1 With Indian chips.1 200 x 200 x 20 mm (finished) mosaic terrazzo tiles flooring with Indian chips. No. setting the tiles on 40 mm thick cement sand (F. Tk. washing mosaic chips and supply of all necessary materials in all respects and water. 1. No. No.639. curing at least for 7 days. cutting with pumic stone (No. (Cement: CEM-II/A-M) 05.2 and 2. 80. 120) and finishing the corners and edges and also finishing with minar stone including screening. 1. 77 Description of Item Unit Unit Rate 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.2) plaster (1:4) to walks including compacting. washing mosaic chips and supply of all necessary materials etc.675. compacting. 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.5 by 50% each) mortar (1:2) base including preparing the base. In ground floor sqm. and water. No.453. In ground floor sqm. 1.458. In ground floor sqm.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. compacting.8.1 With Indian chips and with glass strip. 80.M.(Cement: CEM-II/AM) 05. cutting with pumic stone (No. screening. 10).11 Extra cost shall be incorporated in the estimate for mosaic and terrazzo tiles work above ground floor (item No.00 05.2 Add for each additional floor for 6th to 9th floor sqm.11..00 05..00 05. Tk.PWD SoR 2014 for Civil Works Item No. 1. END OF DIVISION FIVE ………………….1 Add for each additional floor up to 5 th floor sqm.11. Tk. 05.11.1 to 5. 8..3 Add for each additional floor for 10th floor and above sqm.489.5. Tk. 78 Description of Item Unit 05.10. 16. Unit Rate .00 ………………….2 200 x 200 x 20 mm (finished) mosaic terrazzo tiles flooring with Pakistani chips. In ground floor sqm. Tk. 24. 00 06.M. texture and size over 25 mm thick cement sand (F.00 06. 1. texture and size over 25 mm thick cement sand (F. 5. electricity and other charges complete in all respect accepted by the Engineer. 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. 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.1 Marble stone flooring with Indian black/ white marble stone of approved quality. (Cement: CEM-II/A-M) 06. 1.1 12 mm thick white/ black Marble stone walling In ground floor sqm. 6. electricity and other charges complete in all respect accepted by the Engineer. Tk. Tk. filling the joints with white cement.2 16 mm thick Marble stone flooring In ground floor sqm. grinding and finishing the edges. cutting the marble stone to desired size. 1. 79 Description of Item Unit Unit Rate DIVISION 06 : GLAZED TILES AND MARBLE STONE WORK Item No.00 06.2) mortar (1:2) including. Tk.00 06. textured and size on walls over 12 mm thick cement sand (F. electricity and other charges complete in all respect accepted by the Engineer. 1.M.2 16 mm thick Marble stone flooring In ground floor sqm.1 18 mm thick Marble stone flooring In ground floor sqm. 6. finishing etc including water.2) mortar (1:2) including.2 Marble stone flooring with Indian coloured/ grey marble stone of approved quality.M. Tk. Tk. Tk.1 18 mm thick Marble stone flooring In ground floor sqm. (Cement: CEM-II/A-M) 06.1. cutting and grinding the top surface.00 06.3. electricity and other charges complete in all respect accepted by the Engineer.3 Supplying and setting Indian marble stone of approved quality. texture and size over 25 mm thick cement sand (F. 5.2) mortar (1:2) including cutting and grinding the marble stone slab/tile setting in position keeping horizontal and vertical alignment correct. placing cement slurry below the stone. 5. grinding and finishing the edges. 8.2. Tk. cutting the marble stone to desired size. 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.2.3. Description of Item Unit Unit Rate 06.1.281.471.PWD SoR 2014 for Civil Works Item No. cutting the marble stone to desired size. grinding and finishing the edges. 5.00 .00 06.M.696.2) mortar (1:2) including.2 12 mm thick grey or coloured Marble stone walling In ground floor sqm.(Cement: CEM-II/A-M)In ground floor sqm.277. placing cement slurry below the stone.213. placing cement slurry below the stone.601.4 Marble stone flooring with 18mm thick Italian coloured/ grey marble stone of approved quality.825.(Cement: CEM-II/A-M) 06. 2 GP (mirror polished) 400 x 400 mm floor tiles sqm. Tk.00 06.5.1 GP (mirror polished) 300 x 300 mm floor tiles sqm. with cement sand (F. fitting and fixing countrymade unglazed homogeneous floor tiles irrespective of color &/or design.9. 1. 1.1 18 mm thick marble stone rm.00 06. 1. Tk. 343. Tk.3 Wall tiles more 250x400mm in sizes or equivalent sqm.2 Homogeneous 400 x 400 mm floor tiles sqm. 1.8.5. with cement sand (F. In ground floor 06.6. fitting and fixing country made glazed wall tiles .2 Wall tiles more than 250x330 & less than 250x400 in sizes or equivalent sqm. Tk. all complete and accepted by the Engineer.8.irrespective of color &/or design. (Cement: CEM-II/A-M) In ground floor 06. Tk. 1. laying and hire charge of machine and finishing with care etc.3 GP (mirror polished) 600 x 600 mm floor tiles sqm.00 .2) mortar (1:3) base and raking out the joints with repective joint filler & binder including cutting. (Cement: CEM-II/A-M) 06. fitting and fixing country made GP(Gress Porcellanato) . 2. 302.455.00 06.5 Labour Cost for making moulding in marble stone as per Architectural drawing including cutting. Tk.1 GP (homogeneous) 300 x 300 mm floor tiles sqm.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.00 06.1 Wall tiles less than . Tk.590. 1. with cement sand (F. 339.038.2 GP (homogeneous) 400 x 400 mm floor tiles sqm.2 16 mm thick marble stone rm.00 06.3 12 mm thick marble stone rm.624.M.8 Supplying. all complete and accepted by the Engineer. 1.9.339.780.230.7.2) 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.M.7.1 Homogeneous 300 x 300 mm floor tiles sqm.00 06. finishing.00 06.9 Supplying. including water. equal or equivalent to 250mmx330mm in sizes sqm.6. fitting and fixing countr made mirror polished homogeneous floor tiles irrespective of color &/or design. 1.6 Supplying.M.PWD SoR 2014 for Civil Works Item No.00 06. with on 20 mm thick cement sand (F. (Cement: CEM-II/A-M) In ground floor 06.00 06.(Cement: CEM-II/A-M).00 06.9.6.645. Tk.glazed homogeneous floor tiles irrespective of color &/or design.7 Supplying.00 06.2) 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.00 06. Tk. complete in all respect as per direction of the Engineer in Charge.509. grinding. 1. Tk. (Cement: CEM-II/A-M). 1. 80 Description of Item Unit Unit Rate 06. all complete and accepted by the Engineer.M. electricity and other charges complete all respect accepted by the Engineer. 1. 1. 1. In ground floor 06.604.5. Tk. Tk. Tk. supplying necessary equipment etc. Sqm.00 06. TK.3 Add for each addl. Unit Rate . Tk. TK.12. placing in proper level etc.1. Tk.1 GP unglazed (Homogeneous) 400x400 mm tiles on Skirting . 8. 16.00 06. 1. 1. TK.11.7 GP Mirror Polished floor tiles (600 x 600 mm) sqm. with cement sand (F. 81 Description of Item Unit 06.4 GP un-glazed homogenous floor tiles (300 x 300 mm) sqm.filler/tiles grout in/c cutting.00 06. floor for 10th floor and above sqm.374.279.1 GP (Mirror polished) 400x400 mm tiles on Skirting . 1. Sqm. 1.1 GP (Mirror polished) 600x600 mm tiles on Skirting . 1.11. 1. 24. Sqm.11.11.11. Sqm. END OF DIVISION SIX ………………….432.11. Sqm.00 06.00 06.12. shaping. Sqm.11.2) 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.11.00 06. 1. Tk.11 Supplying. Tk.1 GP (Homogeneous) 400x400 mm glazed tiles on Skirting . 1.5 GP Mirror Polished floor tiles (300 x 300 mm) sqm.00 06.350.1 Add for each addl..1 GP unglazed (Homogeneous) 300x300 mm tiles on Skirting .PWD SoR 2014 for Civil Works Item No.2 GP glazed homogenous floor tiles (300 x 300 mm) sqm.635.00 ………………….550.1 GP (Mirror polished) 300x300 mm tiles on Skirting .880. 1. TK.11.808. Sqm.6 GP Mirror Polished floor tiles (400 x 400 mm) sqm.414.00 06. TK.2 Add for each addl.364. (Cement: CEMII/A-M) In ground floor sqm. 1.00 06. floor for 6th floor to 9th floor sqm.00 06.00 06. 1. fitting and fixing country made floor tiles irrespective of color &/or design.4. TK.11.M. Tk.6..12 Extra Rate for each additional floor for Tiles and Marble Stone Works 06.2. Tk. 1. In ground floor 06.00 06. Tk.5. 1. fitting and fixing country made GP homogeneous stair tiles irrespective of color &/or design.12. all complete as direction of the Engineer in charge.00 06. 1.472.3.1 GP glazed homogenous floor tiles (400 x 400 mm) sqm. floor up to 5th floor sqm. 1.00 06.360.00 06.00 06.224.3 GP un-glazed homogenous floor tiles (400 x 400 mm) sqm.439. TK. Tk.11.1 GP (Homogeneous) 300x300 mm glazed tiles on Skirting . Tk.10 Supplying.00 06.with adhesives in full thickness of tiles .536.11.11. 1.7. Tk. all complete and accepted by the Engineer.11. Tk. 00 . 7. 2.00 07.00 07.4.1 Individual and Combined footings of column 07.M. 7. column capitals.00 07. casting in forms.M. with minimum cement content relates to mix ratio 1:2:4 having minimum f 'cr = 24 Mpa.1 Concrete cum Tk.00 07. lift walls and walls upto Ground Floor 07. 2. all complete approved and accepted by the Engineer. 82 Description of Item Unit Unit Rate DIVISION 07 : REINFORCED CEMENT CONCRETE(RCC) WORK Item No.1.1. prop and necessary supports etc.2 Formwork/shuttering.1. mixing in standard mixer machine with hoper fed by standard measuring boxes.319. (Rate is excluding the cost of reinforcement and its fabrication.1. prop and necessary supports etc. other charges etc.2 and F. Description of Item Unit Unit Rate RCC WORKS : 19BCW-1:2:4.1.2 Formwork/shuttering.1 Reinforced cement concrete works using wooden shutter. 355.3 In foundation beam 07. (wooden) sqm.3.5MPa)/ ASTM-C 150 Type – I.00 07.2 Formwork/shuttering. and satisfying. minimum f'cr = 24 MPa in nominal mix 1 : 2 : 4) Brick-Chips using Wooden Shutter (Sand of F.2.2) and 50% quantity of Sylhet sand or coarse sand of equivalent F. 7.and removing centering-shuttering after specified time approved. electricity. making.5N (52. (wooden) sqm. making shutter watertight properly.M. including cost of water. compacting by vibrator machine and curing for 28 days. prop and necessary supports etc. 413. Tk.3. (measured on gross concrete section) (f'c = 19 MPa.1.319.1 Concrete cum Tk. 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-197-1.1 Concrete cum Tk.PWD SoR 2014 for Civil Works Item No.2] and 20 mm down well graded picked jhama brick chips conforming ASTM C-33 including breaking chips and screening. placing shutter in position and maintaining true to plumb.1 Concrete cum Tk.1.319.1.4 Padestals. 1.00 07. (wooden) sqm. 1. Tk.M. placing reinforcement in position.CEM1.1. best quality sand [50% quantity of best local sand (F. additional testing charges of materials and cylinders required by engineer.1. placing and binding etc) 07.2.1.420.2 In raft/ mat/ Floor slab up to plinth level 07.1. 354. 7. Tk.1. 52.2 in equal proportion) 07. Tk. prop and necessary supports etc.587.6.6 Tee beams.587. Tk. Tk.00 07. (wooden) sqm.1.2 Formwork/shuttering. prop and necessary supports etc.11.2 Formwork/shuttering. drop walls.1. railing.319. (wooden) 07. 459. 394.8.1. prop and necessary supports etc.00 Concrete cum Tk. 584. 7.7.1. Tk. (wooden) sqm.1.00 07. 7.00 07.8.1.9 Sunshade.00 07. Tk.00 07. louver.10. (wooden) sqm.1 Concrete cum Tk.00 07. prop and necessary supports etc. 485.1.1.2 Formwork/shuttering.1 Unit Unit Rate sqm.319. (wooden) sqm.00 .2 Formwork/shuttering.1.1.1.5 Tie beam and lintels upto Ground Floor 07. 7.1 Concrete cum Tk. prop and necessary supports etc.2 Formwork/shuttering.4.722.00 07. prop and necessary supports etc.1.00 07. 7.7 Floor /roof slab:Ground Floor 07. 83 Description of Item 07.1 Concrete cum Tk.1.5. prop and necessary supports etc.587.11 Waffle or Ribbed floor slab :upto Ground Floor 07.2 Formwork/shuttering.00 07.00 07. 7.1.1 Concrete cum Tk.2 Formwork/shuttering. Tk.1.1. 7. false ceiling:Ground Floor 07.1. prop and necessary supports etc. Tk. (wooden) sqm.9. (wooden) sqm.1 Concrete cum Tk.1 Concrete cum Tk. Tk.9. 381.6.2 Formwork/shuttering.10 Stair case slab and steps : upto Ground Floor 07.587.00 07.7. 344. (wooden) sqm.8 Cornice.PWD SoR 2014 for Civil Works Item No.11.00 07. fins etc upto Ground Floor 07.00 07.1.5. 7.1.1. 395.10.1. Ell beams and Rectangular beams etc upto Ground Floor 07.1. 412. 2. (Rate is excluding the cost of reinforcement and its fabrication. 7. Tk.PWD SoR 2014 for Civil Works Item No. placing reinforcement in position.2.319.1 Individual and Combined footings 07.00 07. 382.2.00 07. removing centering-shuttering after specified time approved.2.00 07.5.00 07. prop and necessary supports etc. minimum f'cr = 24 MPa in nominal mix 1 : 2 : 4) Brick-Chips using Steel Shutter (Sand of F.M. including cost of water.2. with minimum cement content relates to mix ratio 1:2:4 having minimum f 'cr = 24 Mpa. 380.2 Formwork/shuttering. electricity. 7.319.2.00 07. all complete approved and accepted by the Engineer.2 Formwork/shuttering. (steel) sqm.1.6.1 Concrete cum Tk.2 Formwork/shuttering. additional testing charges of materials and cylinders required by engineer. 7. 52.1 Concrete cum Tk.2 Formwork/shuttering.00 .4. Tk. prop and necessary supports etc.2. lift walla and walls upto Ground Floor 07. 7. 2.2] and 20 mm down well graded picked jhama brick chips conforming ASTM C-33 including breaking chips and screening.722.319.4 Padestals.319.1 Concrete cum Tk. compacting by vibrator machine and curing at least for 28 days.M.1 Concrete cum Tk. (steel) sqm. 2.2.5. 7. Tk.2. casting in forms.2. mixing in standard mixer machine with hoper fed by standard measuring boxes.2 Reinforced cement concrete works using steel shutter.2.3.2 In raft/ mat/ floor slab upto plinth level 07.2 in equal proportion) 07. prop and necessary supports etc. 1. column capitals. 84 Description of Item Unit Unit Rate RCC WORKS: 1:2:4 BCS( measured on gross concrete section) (f'c = 19 MPa.1 Concrete cum Tk.420.2.2. placing and binding etc) 07.1. 373. 323.2.5MPa) / ASTM-C 150 Type – I. (steel) sqm.6 Tee beams. 1.2.3.2 and F. Tk.2. 391.2.2. placing shutter in position and maintaining true to plumb. Tk. column.00 07. best quality sand [50% quantity of best local sand (F. other charges etc. (steel) sqm.2 Formwork/shuttering.1 Concrete cum Tk.00 07. making shutter water-tight properly.2. prop and necessary supports etc.00 07. Ell beams and Rectangular beams etc upto Ground Floor 07.00 07.3 Foundation beam 07.M. 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-197-1CEM1.00 07. 7.4. (steel) sqm.5N (52.5 Tie beam and lintels : Ground Floor 07.M.2) and 50% quantity of Sylhet sand or coarse sand of equivalent F. making. prop and necessary supports etc. 2. 7.2.00 07.3.00 07. 498. prop and necessary supports etc.00 RCC WORKS : 22SC W-1:2:4( measured on gross concrete section) (f'c = 22 MPa.00 07. best quality Sylhet sand or coarse sand of equivalent F.6.7.8 Cornice. placing and binding etc) 07. making shutter water-tight properly. (steel) sqm. (steel) sqm.CEM1.9. 584. Tk. (steel) sqm. prop and necessary supports etc.2 Formwork/shuttering.587. (steel) sqm.10. all complete approved and accepted by the Engineer. making. : Ground Floor 07.8.587.00 07. prop and necessary supports etc. including cost of water. (steel) 07.10.2. 2. 415. 410.2 ) 07. placing reinforcement in position.5N (52.319.2 Formwork/shuttering. 7. 2. removing centering-shuttering after specified time approved.2 Formwork/shuttering. 85 Description of Item 07.10 Stair case slab and steps upto Ground Floor 07.7 Floor and roof slab upto Ground Floor 07. false ceiling : Ground Floor 07. other charges etc.11.1 Individual and Combined footings .2. drop walls.587.1 Concrete cum Tk.00 07. 7.00 07.1 Concrete cum Tk.11.2 Formwork/shuttering.2. 7.1 Concrete cum Tk.2.2. Tk. Tk.2.7. railing.2.2.2.9 Sunshade.11 Waffle or Ribbed floor upto Ground Floor 07.2.00 07. additional testing charges of materials and cylinders required by engineer. Tk. 344. casting in forms.00 07.2 and 20 mm down well graded stone chips conforming to ASTM C-33.1 Unit Unit Rate sqm. electricity. fins etc.9.M.1 Concrete cum Tk. prop and necessary supports etc. mixing in standard mixer machine with hoper fed by standard measuring boxes.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.2 Formwork/shuttering. 7.00 Concrete cum Tk. compacting by vibrator machine and curing at least for 28 days. 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. Tk.2 Formwork/shuttering. minimum f'cr = 27 MPa in nominal mix 1 : 2 : 4) Stone-Chips using Wooden Shutter (100% Sand of F.2.5MPa) / ASTM-C 150 Type – I. prop and necessary supports etc.2.8. (steel) sqm. placing shutter in position and maintaining true to plumb. prop and necessary supports etc.M. 52.PWD SoR 2014 for Civil Works Item No. 403.2.2. Tk. louver. (Rate is excluding the cost of reinforcement and its fabrication.00 07.587. 3.10.3.1 Concrete cum Tk.00 07.9 Sunshade.3.00 07.00 07.3.2 Formwork/shuttering.203. (wooden) sqm.203. 10.3.3.2 Formwork/shuttering.2 In raft/ mat/ Floor slab up to plinth level 07.3.3. 395.00 07.3.10 Stair case slab and steps : upto Ground Floor 07.1 Concrete cum Tk.3.00 07. (wooden) sqm. 10.3. Tk.4 Padestals.3.3.607.PWD SoR 2014 for Civil Works Item No.2 Formwork/shuttering. (wooden) sqm.3.00 07.3.6 Tee beams. prop and necessary supports etc. prop and necessary supports etc.3.4. prop and necessary supports etc. Ell beams and Rectangular beams etc upto Ground Floor 07. 344. 10.1 Concrete cum Tk. railing.3. (wooden) sqm.2.00 07. (wooden) sqm.2 Formwork/shuttering. prop and necessary supports etc.8.7.6.1 Concrete cum Tk.8. 86 Description of Item Unit Unit Rate 07.3. 412. 459.5. 354.203. column capitals. false ceiling:Ground Floor 07.3.2 Formwork/shuttering. louver. Tk. Tk. fins etc upto Ground Floor 07.203.1 Concrete cum Tk.5.4.2 Formwork/shuttering. 413. (wooden) sqm.3.6.00 07. prop and necessary supports etc. 10.00 07. Tk.3.3.9. Tk.1.00 07.00 07.2 Formwork/shuttering. prop and necessary supports etc. 485.3 In foundation beam 07.1 Concrete cum Tk. (wooden) sqm.472.1. 355.00 07.00 07.3. 10. 10.1 Concrete cum Tk.3.3.00 07.2 Formwork/shuttering. Tk. drop walls.2.1 Concrete cum Tk.304.00 07. 10.2 Formwork/shuttering.5 Tie beam and lintels upto Ground Floor 07.00 07. 394. Tk.203.3.00 .00 07.9.472. 10. prop and necessary supports etc.7. prop and necessary supports etc.7 Floor /roof slab:Ground Floor 07.472. (wooden) sqm. (wooden) sqm. 10.1 Concrete cum Tk.3.3. Tk.8 Cornice.3. lift walls and walls upto Ground Floor 07.00 07. prop and necessary supports etc.3.1 Concrete cum Tk. Tk. 10. 1 Concrete cum Tk. 52.4.00 07.4. Tk. prop and necessary supports etc. making.M.00 Formwork/shuttering.203. lift walla and walls upto Ground Floor 07. (Rate is excluding the cost of reinforcement and its fabrication.304.4 Padestals.2.1 Individual and Combined footings 07.3.3.00 07.2 Formwork/shuttering. placing and binding etc) 07.00 07.CEM1.00 07. prop and necessary supports etc.4. all complete approved and accepted by the Engineer.00 07.4.4.2 Formwork/shuttering.2. placing reinforcement in position.3.3. (steel) sqm. prop and necessary supports etc.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. making shutter water-tight properly.2 and 20 mm down well graded stone chips conforming to ASTM C-33.4. prop and necessary supports etc.1. column capitals. mixing in standard mixer machine with hoper fed by standard measuring boxes.1 Concrete cum Tk. (steel) sqm. 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 EN197-1. 584. Tk.2 Unit Unit Rate sqm.2 In raft/ mat/ floor slab upto plinth level 07. other charges etc.4. 10.2 Formwork/shuttering.11 Waffle or Ribbed floor slab :upto Ground Floor 07.10. prop and necessary supports etc.4.4. (wooden) sqm. Tk. 391.00 07.203.1 Concrete cum Tk.4.1.1 07. (wooden) 07. 382.1.4.1 Concrete cum Tk.2 Formwork/shuttering. Tk. including cost of water. 10.00 . Tk.3. 10. placing shutter in position and maintaining true to plumb. (steel) sqm. removing centering-shuttering after specified time approved. best quality Sylhet sand or coarse sand of equivalent F.00 RCC WORKS : 22SCS-1:2:4( measured on gross concrete section) (f 'c = 22 MPa. 323.5N (52.203.00 Concrete cum Tk. column.11.4. 381.2 ) 07. 87 Description of Item 07.3. 2.M. additional testing charges of materials and cylinders required by engineer. 10. 2. casting in forms.PWD SoR 2014 for Civil Works Item No.3 Foundation beam 07. 10.5MPa) / ASTM-C 150 Type – I. minimum f 'cr = 27 MPa in nominal mix 1 : 2 : 4) Stone-Chips using Steel Shutter (100% Sand of F. electricity.472. compacting by vibrator machine and curing at least for 28 days. 00 07.10 Stair case slab and steps upto Ground Floor 07.9. 410.1 Concrete cum Tk.2 Formwork/shuttering.2 Formwork/shuttering.1 Concrete cum Tk. 10.11 Waffle or Ribbed floor upto Ground Floor 07.4. prop and necessary supports etc.11. (steel) sqm.4. Tk.00 Concrete cum Tk.6.00 07.607.00 07. Tk.1 Concrete cum Tk.2 Formwork/shuttering. 10. (steel) 07. Tk.2 Formwork/shuttering.5 Tie beam and lintels : Ground Floor 07.8 Cornice. fins etc.4. 373.4.4. 88 Description of Item 07. 403.4. 10.PWD SoR 2014 for Civil Works Item No.2 Formwork/shuttering.10. prop and necessary supports etc.1 Unit Unit Rate sqm.00 07.1 Concrete cum Tk. Tk. (steel) sqm.4. 415.00 07. 10. (steel) sqm. 584. Tk.4.472. prop and necessary supports etc.4. prop and necessary supports etc.1 Concrete cum Tk.10.4.6. prop and necessary supports etc. 10.4.4.00 07.472. prop and necessary supports etc.1 Concrete cum Tk. louver.00 07. Tk. prop and necessary supports etc.4.4. Ell beams and Rectangular beams etc upto Ground Floor 07.4.7 Floor and roof slab upto Ground Floor 07.4. : Ground Floor 07.7.11. 10.2 Formwork/shuttering.203.00 .2 Formwork/shuttering.4.4. false ceiling : Ground Floor 07.5.00 07.4.472. (steel) sqm. 10. 498. prop and necessary supports etc.4. (steel) sqm. Tk.5.9 Sunshade.203.4. Tk.00 07.2 Formwork/shuttering. (steel) sqm.7.472.4.00 07.9. railing.6 Tee beams.8.00 07.8. 344.4. 380. (steel) sqm.00 07. drop walls.00 07. prop and necessary supports etc.1 Concrete cum Tk. 7.5N (52. including breaking chips and screening. 52.2 ) 07.00 07. placing shutter in position and maintaining true to plumb.3 In foundation beam 07.982.00 07. 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-197-1.5.PWD SoR 2014 for Civil Works Item No. 413.2 Formwork/shuttering. 7.5.384. other charges etc.5.2 Formwork/shuttering.5.00 .5. minimum f 'cr = 26 MPa in nominal mix 1 : 1.082. casting in forms.00 07.5 Reinforced cement concrete works using wooden shutter with minimum cement content relates to mix ratio 1:1. making shutter water-tight properly.5.3.1 Concrete cum Tk.2 Formwork/shuttering. (wooden) sqm.00 07.5.5.2. additional testing charges of materials and cylinders required by engineer. (wooden) sqm.5. (Rate is excluding the cost of reinforcement and its fabrication.00 07.1 Individual and Combined footings 07. making. column capitals.5:3 ( measured on gross concrete section) (f 'c = 21MPa.2 In raft/ mat/ Floor slab up to plinth level 07.982.5 Tie beam and lintels upto Ground Floor 07.5 : 3) Brick-Chips using Wooden Shutter (Sand of F.6 Tee beams. Tk.1 Concrete cum Tk. 8. compacting by vibrator machine and curing at least for 28 days.00 07. (wooden) sqm. Tk. best quality Sylhet sand or coarse sand [F.2] and 20 mm down well graded picked jhama brick chips conforming to ASTM C-33. including cost of water.4 Padestals.M. 7.5. 354.00 07.1.5MPa) / ASTM-C 150 Type – I.5. prop and necessary supports etc.5.982. mixing in standard mixer machine with hoper and fed by standard measuring boxes.5:3 having minimum f 'cr = 26 Mpa.5. prop and necessary supports etc. removing centeringshuttering after specified time approved. lift walls and walls upto Ground Floor 07.4. (wooden) sqm.982.00 07. (wooden) sqm.1 Concrete cum Tk.1 Concrete cum Tk. 394.M.5.5.6. placing and binding etc) 07.2. Ell beams and Rectangular beams etc upto Ground Floor 07.5. 8.CEM1. Tk. electricity. prop and necessary supports etc. 2. 2. all complete approved and accepted by the Engineer. 89 Description of Item Unit Unit Rate RCC WORKS: 21BCW-1:1.5.3.00 07. placing reinforcement in position. 412.00 07.2 Formwork/shuttering.5. 7.1. Tk. Tk. prop and necessary supports etc.5.4.1 Concrete cum Tk.2 Formwork/shuttering. 355. PWD SoR 2014 for Civil Works Item No. 90 Description of Item 07.5.6.2 Formwork/shuttering, prop and necessary supports etc. (wooden) 07.5.7 Floor /roof slab:Ground Floor 07.5.7.1 Unit Unit Rate cum Tk. 485.00 Concrete cum Tk. 7,982.00 07.5.7.2 Formwork/shuttering, prop and necessary supports etc. (wooden) sqm. Tk. 459.00 07.5.8 Cornice, railing, drop walls, louver, fins etc upto Ground Floor 07.5.8.1 Concrete cum Tk. 8,250.00 07.5.8.2 Formwork/shuttering, prop and necessary supports etc. (wooden) sqm. Tk. 344.00 07.5.9 Sunshade, false ceiling:Ground Floor 07.5.9.1 Concrete cum Tk. 8,250.00 07.5.9.2 Formwork/shuttering, prop and necessary supports etc. (wooden) sqm. Tk. 395.00 07.5.10 Stair case slab and steps : upto Ground Floor 07.5.10.1 Concrete cum Tk. 8,250.00 07.5.10.2 Formwork/shuttering, prop and necessary supports etc. (wooden) sqm. Tk. 381.00 07.5.11 Waffle or Ribbed floor slab :upto Ground Floor 07.5.11.1 Concrete cum Tk. 8,250.00 sqm. Tk. 584.00 07.5.11.2 Formwork/shuttering, prop and necessary supports etc. (wooden) RCC WORKS: 25SCS-1:1.5:3( measured on gross concrete section) (f'c = 25MPa, minimum f'cr = 30 MPa in nominal mix 1 : 1.5 : 3) Stone Chips using Steel Shutter (100% Sand of F.M. 2.2) 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-1971- 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) PWD SoR 2014 for Civil Works Item No. 91 Description of Item Unit Unit Rate 07.6.1 Individual and Combined footings 07.6.1.1 Concrete cum Tk. 10,526.00 07.6.1.2 Formwork/shuttering, prop and necessary supports etc. (steel) sqm. Tk. 382.00 07.6.2 In raft/ mat/ floor slab upto plinth level 07.6.2.1 Concrete cum Tk. 10,526.00 07.6.2.2 Formwork/shuttering, prop and necessary supports etc. (steel) sqm. Tk. 391.00 07.6.3 Foundation beam 07.6.3.1 Concrete cum Tk. 10,526.00 07.6.3.2 Formwork/shuttering, prop and necessary supports etc. (steel) sqm. Tk. 323.00 07.6.4 Padestals, column, column capitals, lift walla and walls upto Ground Floor 07.6.4.1 Concrete cum Tk. 10,626.00 07.6.4.2 Formwork/shuttering, prop and necessary supports etc. (steel) sqm. Tk. 373.00 07.6.5 Tie beam and lintels : Ground Floor 07.6.5.1 Concrete cum Tk. 10,929.00 07.6.5.2 Formwork/shuttering, prop and necessary supports etc. (steel) sqm. Tk. 380.00 07.6.6 Tee beams, Ell beams and Rectangular beams etc upto Ground Floor 07.6.6.1 Concrete cum Tk. 10,526.00 07.6.6.2 Formwork/shuttering, prop and necessary supports etc. (steel) sqm. Tk. 415.00 07.6.7 Floor and roof slab upto Ground Floor 07.6.7.1 Concrete cum Tk. 10,526.00 07.6.7.2 Formwork/shuttering, prop and necessary supports etc. (steel) sqm. Tk. 498.00 07.6.8 Cornice, railing, drop walls, louver, fins etc. : Ground Floor 07.6.8.1 Concrete cum Tk. 10,794.00 07.6.8.2 Formwork/shuttering, prop and necessary supports etc. (steel) sqm. Tk. 344.00 07.6.9 Sunshade, false ceiling : Ground Floor 07.6.9.1 Concrete cum Tk. 10,794.00 07.6.9.2 Formwork/shuttering, prop and necessary supports etc. (steel) sqm. Tk. 410.00 07.6.10 Stair case slab and steps upto Ground Floor 07.6.10.1 Concrete cum Tk. 10,794.00 07.6.10.2 Formwork/shuttering, prop and necessary supports etc. (steel) sqm. Tk. 403.00 PWD SoR 2014 for Civil Works Item No. 92 Description of Item Unit Unit Rate 07.6.11 Waffle or Ribbed floor upto Ground Floor 07.6.11.1 Concrete cum Tk. 10,794.00 07.6.11.2 Formwork/shuttering, prop and necessary supports etc. (steel) sqm. Tk. 584.00 RCC WORKS :25SCW-1:1.5:3 ( measured on gross concrete section) (f'c = 25MPa, minimum f'cr = 30 MPa in nominal mix 1 : 1.5 : 3) Stone Chips using Wooden Shutter (100% Sand of F.M. 2.2) 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 Tk. 10,526.00 07.7.1.2 Formwork/shuttering, prop and necessary supports etc. (wooden) sqm. Tk. 354.00 07.7.2 In raft/ mat/ Floor slab up to plinth level 07.7.2.1 Concrete cum Tk. 10,526.00 07.7.2.2 Formwork/shuttering, prop and necessary supports etc. (wooden) sqm. Tk. 413.00 07.7.3 In foundation beam 07.7.3.1 Concrete cum Tk. 10,526.00 07.7.3.2 Formwork/shuttering, prop and necessary supports etc. (wooden) sqm. Tk. 355.00 07.7.4 Padestals, column capitals, lift walls and walls upto Ground Floor 07.7.4.1 Concrete cum Tk. 10,626.00 07.7.4.2 Formwork/shuttering, prop and necessary supports etc. (wooden) sqm. Tk. 412.00 7.PWD SoR 2014 for Civil Works Item No.00 07. 93 Description of Item Unit Unit Rate 07. Tk. 10.00 07.1 Concrete cum Tk. prop and necessary supports etc.00 07.00 07.00 07. prop and necessary supports etc.7.5 Tie beam and lintels upto Ground Floor 07.2 Formwork/shuttering. 485.2 Formwork/shuttering. 10.9.1 Concrete cum Tk. 10. prop and necessary supports etc.5.00 07.6.9. false ceiling:Ground Floor 07.1 Concrete cum Tk. prop and necessary supports etc.00 .7.526.7.794.7. railing. prop and necessary supports etc.1 Concrete cum Tk.7. 10.10. 584. (wooden) sqm.7.794.5.9 Sunshade.7.7. 10.7.00 07.2 Formwork/shuttering. 10. (wooden) sqm. (wooden) sqm. 344.11.7. 10. louver.00 07.7 Floor /roof slab:Ground Floor 07. Tk. prop and necessary supports etc.1 Concrete cum Tk.7. 395.2 Formwork/shuttering.00 07. 381.10.00 07. 459.929.00 07. Tk.7. prop and necessary supports etc.7.7.00 07.8.2 Formwork/shuttering.526.2 Formwork/shuttering.7.1 Concrete cum Tk.00 07. Ell beams and Rectangular beams etc upto Ground Floor 07.794.8. fins etc upto Ground Floor 07.7.7.1 Concrete cum Tk.7.8 Cornice.7.10 Stair case slab and steps : upto Ground Floor 07.6.6 Tee beams.11.7. Tk.7. 394.794.2 Formwork/shuttering. Tk.11 Waffle or Ribbed floor slab :upto Ground Floor 07. (wooden) sqm. drop walls. (wooden) sqm. Tk. (wooden) sqm. Tk.7. (wooden) sqm. 8.6.2 Formwork/shuttering.970. Tk.970.8. making and placing shutter in position and maintaining true to plumb. (steel) sqm.CEM1.8. lift walla and walls upto Ground Floor 07. Tk. Ell beams and Rectangular beams etc upto Ground Floor 07.2 Formwork/shuttering.1 Concrete cum Tk. (steel) sqm.8. compacting by vibrator machine and curing at least for 28 days. 52.5 having minimum f'cr = 40 Mpa. prop and necessary supports etc. minimum f'cr = 40 MPa in nominal mix 1 : 1.970.2 Formwork/shuttering.6 Tee beams.00 07. Tk.4.5N (52. best quality coarse sand [Sylhet sand or coarse sand of equivalent F. casting in forms.2 In raft/ mat/ floor slab upto plinth level 07. column. and adding approved high range water reducing admixture of complying specific type (generally be Type-G) under ASTM-C 494. removing centering-shuttering after specified time approved. 415. including breaking chips and screening through proper sieves. additional testing charges of materials and cylinders required by engineer.2 Formwork/shuttering.PWD SoR 2014 for Civil Works Item No.4 Padestals.3.4. (steel) sqm. placing and binding etc and admixture) 07.8 Reinforced cement concrete works using steel shutter with minimum cement content relates to mix ratio 1:1. (Doses of admixture in the mix to be fixed by mix design) (Rate is excluding the cost of reinforcement and its fabrication.00 . placing reinforcement in position.071.M. 10.00 07.00 07. 10.8. Tk.8.5 Tie beam and lintels : Ground Floor 07.6. prop and necessary supports etc.25:2.1 Concrete cum Tk.3. 2.1 Concrete cum Tk.5MPa)/ ASTM-C 150 Type – I.00 07.970.2 Formwork/shuttering.8.2. 391. prop and necessary supports etc.1 Concrete cum Tk.8.00 07. 94 Description of Item Unit Unit Rate RCC WORKS : 32SCS-1:1.8. 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-197-1.8.8.00 07. (steel) sqm.2. 373.00 07.1.2 Formwork/shuttering. prop and necessary supports etc. 498. (steel) sqm. 323. all complete approved and accepted by the Engineer.8.8.2]. 10.1. mixing with standard mixer machine with hoper and fed by standard measuring boxes. Tk.00 07. 10.3 Foundation beam 07. 10.1 Concrete cum Tk. electricity.5.5.1 Concrete cum Tk.5) With Stone Chips and Admixture (high strength concrete) using Steel Shutter 07. 382.8.5( measured on gross concrete section) (f'c = 32 MPa. other charges etc.970. column capitals.25:2.25 : 2.1 Individual and Combined footings 07. prop and necessary supports etc. 20 mm down well graded crushed stone chips conforming to ASTM C-33. (steel) sqm.8. prop and necessary supports etc.8.00 07. making shutter water-tight properly. including cost of water.00 07.00 07.8. 11. Tk.8. 3 Add for each addl. louver.2 Formwork/shuttering.00 07. floor up to 5th floor sqm.7 Floor and roof slab upto Ground Floor 07. 584.239.8. prop and necessary supports etc.13 Concrete sqm. 11.00 07.239. fins etc.8.18 Extra rate for RCC work in additional floor: Formwork / shuttering including curing 07. floor for 10th floor & above sqm. Tk.00 07. Tk.00 07. 21. false ceiling : Ground Floor cum Tk. Tk. (steel) sqm.18. prop and necessary supports etc.00 07. : Ground Floor 07.00 07. Tk. Tk.1 Add for each addl.11 Formwork/shuttering. 46.8.2 Add for each addl. 11.00 07. 41.00 07. (steel) sqm. 403.2 Add for each addl. 194.19 Extra cost for making ‘as-cast’ surface of the concrete approved and accepted by the Engineer.8. Tk.12 Stair case slab and steps upto Ground Floor cum Tk. prop and necessary supports etc. (steel) sqm.14 Formwork/shuttering.18. floor for 10th floor & above cum Tk.8. 49. 82.1 Add for each addl. Tk.7. prop and necessary supports etc. prop and necessary supports etc. Tk. 19. railing.15 Waffle or Ribbed floor upto Ground Floor cum Tk.17. 95 Description of Item Unit Unit Rate 07.00 07.3 Add for each addl.8. floor from 6th floor to 9th floor cum Tk. Tk. 109.8.00 07.00 . floor up to 5th floor cum Tk. (steel) sqm.00 07.17. Tk. 194.1 Concrete cum Tk. 31.00 07.00 07. 136. (formwork cost) sqm.9 Sunshade.17 Formwork/shuttering.10 Concrete sqm. 62.16 Concrete sqm.00 07. drop walls.00 07.7.00 07. 190.8. floor from 6th floor to 9th floor sqm. Tk.8 Cornice.PWD SoR 2014 for Civil Works Item No.17.1 Concrete cum Tk.2 Formwork/shuttering. (steel) 07. 29.00 07. 308.18.00 07. and early strength gain in concrete etc.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.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.e.50mm Cold flexibility greater than (-) 200C : ASTM D146 07. sharp protrusions. lined with 2 ply cross laminated high density polyethylene film performances and properties all conforming to ASTM standards and laying. complying ASTM C-494 Type .00 07. low water-cement (W/C) ratio and intend to accelerate setting time of concrete.20. complying ASTM C-494 Type .00 07. 189. 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.00 07. there by reducing shrinkage in concrete specially for concrete laid in thick layers and intended delayed construction for improved construction joints. for improved concrete quality ensuarance. liter Tk. 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. i.3 Supply and use of accelerating chemical admixture in concrete.2 Supply and use of retarding chemical admixture in concrete.1 Supply and use of water reducing chemical admixture in concrete. complying ASTM C-494 Type . liter Tk. complying ASTM C-494 Type . 207. 225.00 . re-concreting etc.00 07. liter Tk. fixing on made up firm and dry surfaces free from hollows. 183.PWD SoR 2014 for Civil Works Item No. 200.20.20. placing.20. low water-cement (W/C) ratio and intend to retard setting time of concrete.4 Supply and use of water-reducing and retarding chemical admixture in concrete.20 96 Description of Item Unit Unit Rate Supplying.40mm Total thickness minimum 1. thick laid concrete etc. 07. complying ASTM C-494 Type . complying ASTM C-494 Type . specially for layered. best quality pliable.20.10mm Membrane thickness minimum 1. liter Tk.20.6 Supply and use of water-reducing high range chemical admixture in concrete.5 Supply and use of water-reducing and accelerating chemical admixture in concrete. liter Tk. 195.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.00 07.5 mm.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.e. contaminates etc. liter Tk. (supplied by only manufacturer's authorised dealer with certificate of origin ) under following specification: Backing(HDPE) thickness minimum 0. i.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.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. 7 Supply and use of water-reducing high range and retarding chemical admixture in concrete. (Rate is excluding the cost of protective cover and wearing coarse which to be paid as per corresponding items in this schedule) sqm.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.21.PWD SoR 2014 for Civil Works Item No. complying ASTM C-494 Type . contaminates etc.21.3 Water-proofing membrane on the floor or on the horizontal surfaces with permanent protective cover & wearing coarse. 97 Description of Item Unit Unit Rate 07. fixing on made up firm and dry surfaces free from hollows. (Excluding cost of back fill/brick wall on back/plaster when membrane laid on backwall and concrete cast against membrane which to be paid as per corresponding items in this schedule) sqm.0N/mm : ASTM D1000 Water Vapor Transmission Less than 0.00 . 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. 855. (Rate is excluding the cost of protective cover which to be paid as per corresponding items in this schedule) sqm. 956.21 Supplying. (supplied by only manufacturer's authorised dealer with certificate of origin ) under following specification: Backing(HDPE) thickness minimum 0.50MPa( 35000kN/m2) testing in ASTM D882 Tensile strength (composite) at least 2.20.33% ASTM D570 Heat Stability (+) 900C Environmental Complience to conform : ASTM D543 07. lined with 2 ply cross laminated high density polyethylene film performances and properties all conforming to ASTM standards and laying. 891.1 Water-proofing membrane on external surface of primed vertical or inclined wall /on plastered and primed back-wall and concrete cast against membrane. best quality pliable.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 4.5 mm.00 07. Tk.00 07. 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. liter Tk. Tk.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 3.00 07.10g/m2 per hour : ASTM E96 Water absorption in 24 hour Less than 0.10mm Membrane thickness minimum 1. sharp protrusions. 171. placing.0Mpa (N/mm2) Adhesion to Primed Concrete min 4.21.2 Water-proofing membrane on made up surface below the floor or below the horizontal surfaces with temporary protective cover using polysterene/1. Tk.5" thick sand-cement mortar in 4:1 /or by equally effective alternative. END OF DIVISION SEVEN …………………. 07. loose particles. on sound. shelve life. performance requirements.00 .22 98 Description of Item Unit 20 mm thick water-proofing work in masonry or on concrete surface with sandcement mortar mixed with specified admixture (supplied from authorized local agent or from manufacturer comply with ASTM/BS/IS requirements. uniformity and equivalence in composition. net weight and or volume. 508. confirming current compliance of the admixture to specification requirements like physical properties..PWD SoR 2014 for Civil Works Item No. (Cement: CEM-II/A-M) sqm. all complete approved and accepted by the Engineer. firm surfaces all complete including cleaning the surface from dust.. manufacturing and expiry date.) under the strict accordance with manufacturer recommendations / instructions and providing safety provisions in all respect etc. remains of oil. grease etc. delivered in sealed containers having and confirming plainly marked the proprietary name of the admixture type under this specification. Unit Rate Tk. non aggressiveness to environment and metals in concrete etc. …………………. Fabrication work in additional floor shall be incorporated in the estimate 08.2 Grade 400 (RB 400 / 400W: complying BDS ISO 6935-2:2006) ribbed or deformed bar produced and marked according to Bangladesh Standard.39 08. 1.25 and minimum elongation after fracture and minimum total elongation at maximum force is 17% and 8% respectively : up to ground floor 08.1.C. Description of Item 08. wires.2: 2006 (or standard subsequently released from BSTI) including straightening and cleaning rust.3. .3 Mild steel Grade 250 with minimum fy = 250 MPa work in roof truss: supplying and fabrication of mild steel sections as per design.3 Add for each addl.2.1.2.1 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. produced and marked in accordance with BDS ISO 6935 . the ratio ultimate tensile strength fu to yield strength fy.5. 81.2 Extra rate for M.5 Constructing expansion joints 25 mm / 38 mm gap in R. with minimum yield strength.1. Hoisting.2.3. dia of bars exceeds its standard) 08.00 08. complete and accepted by the Engineer.15 08. floor for 10th floor and above Per kg Tk. while.3. 125.5 /ACI 318-11 sec 21. FABRICATION. the ratio of ultimate tensile strength fu to yield strength fy.00 08.1 Supplying. 99 Description of Item Unit Unit Rate Unit Unit Rate DIVISION 08 : M.5 / ACI 318-11 sec 21.2.25 and minimum elongation after fracture and minimum total elongation at maximum force is 16% and 8% respectively : up to ground floor 08.(Measurement to be given for Truss member only).1. shall be at least 1. the gap being filled up with mixture of hot applied bituminous sealing compound etc. bending and binding in position with supply of G.00 Add for each addl. 85.but fy not exceeding 314MPa and what ever is the yield strength within allowable limit as per BNBC sec 8. fabrication.1 Per kg Tk.I. floor from 6th floor to 9th floor Per kg Tk. and fixing to details as per design : Ribbed or deformed bar reinforcement for Reinforced Cement Concrete. Per kg Tk. floor or roof slab or beam provided with “V” folded copper/ aluminium water stop sheet with loop notch and inserted 75 mm concrete shoulders.C. all complete and accepted by the Engineer.2 Add for each addl. shall be at least 1. 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.4 Supplying fan hook 300-grade ( RB300) of 16 mm diameter M.91 Per kg Tk.5. if any.77 08.S. EXPANSION JOINT IN RCC WORKS & BEARING JOINT Item No.S. (Rate is excluding the cost of floor shoulders and floor finishes). 103. 0. complete in all respects and accepted by the Engineer ( Measurement shall be recorded only on Standard Mass per Unit length of Bars. fy (ReH)= 400 Mpa but fy not exceeding 418MPa and what ever is the yield strength within allowable limit as per BNBC sec 8.2. each Tk. 0.PWD SoR 2014 for Civil Works Item No. 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. floor up to 5th floor Per kg Tk.3.S. splices or laps what so ever etc. fy (ReH)= 300MPa. cleaning and greasing the joints for all floors etc. 3.146. Tk.5" wooden batten at the top and bottom of water stopper. rm. “U” rod embedded in the bed of the lintel around the reinforcement.00 ………………….S. Tk.3 With Aluminium sheet and 6 mm x 75 mm size M. rm.6 Supplying.461.S shoe plate by two Nos.00 08. 19 mm dia M. fitting and fixing 10" wide 16 SWG Aluminium Sheet water stopper in construction joint of RCC vertical.. welded and anchored to 250 x 375 x 10 mm . rod counter sunk rivets. 850. 1. fitting and fixing PVC water stopper at RCC construction joint in basements providing 1.S.A36) shoe plate fitted in the truss angles with 16 mm diameter M.5.1 With copper sheet rm. END OF DIVISION EIGHT …………………. Tk. 100 Description of Item Unit Unit Rate 08.5.399. Tk.00 08.5. .2 With Aluminum sheet rm. all complete and accepted by the Engineer.S.00 08.5" x 2. each Tk.M.8 Providing bearing joints fixed or free with 250 x 375 x 10 mm M. (Grade . 286.00 08.PWD SoR 2014 for Civil Works Item No.745.S. plate. binding in place with GI wires etc. 2. Tk.7 Supplying. 1..00 08. rm. maintenance.1. Engineer‟s approval shall not relieve the Contractor of his responsibilities and obligations under contract. tripod stand.2 Additional rate for each additional meter beyond 20 m up to 29 m rm Tk. 839.3.2.3.5.1.1 Depth up to 20 m rm Tk. disposal of spoils. spares.1.1 Depth up to 20 m rm Tk.1.1. 680.4 550 mm dia 09. trimie pipe. 536. 4. Description of Item 09.1 Boring/drilling for cast in situ pile up to the required depth and diameter with minimum 6 m long temporary steel casing. test result of materials to the Engineer for approval.5 600 mm 09.1.1.00 09.1.00 09.1.2 Additional rate for each additional meter beyond 20 m up to 29 m rm Tk.1. 7.3 500 mm dia 09.2 450 mm dia 09.4.2.2 Additional rate for each additional meter beyond 20 m up to 29 m rm Tk.2 Additional rate for each additional meter beyond 20 m up to 29 m rm Tk.4. cost of fuel.2 Additional rate for each additional meter beyond 20 m up to 29 m rm Tk. clean the bore-hole and make the bore. 5. insurance coverage.00 .1.00 09.1 Depth up to 20 m rm Tk.hole ready for placing steel cage and concreting including hire charge of rig set with winch machine.1.00 09. 1. mobilization. However. 9. standbyes. water.00 09.014.1.00 09.1 Depth up to 20 m rm Tk.1. Before commencing boring operation Contractor shall submit the method statement of cast-in-situ pile work including sequence of boring and casting. true to vertical.PWD SoR 2014 for Civil Works Item No. electricity and other charges all compete approved and accepted by the Engineer. 1.1 400 mm dia 09. providing bentonite slurry and maintaining water level in the hole.00 09. lubricant.1 Depth up to 20 m rm Tk. 8. 09. demobilization.1.00 09. 101 Description of Item Unit Unit Rate Unit Unit Rate DIVISION 09 : PILE WORK AND PILE TEST Item No.5.1.1. washing the hole for at least 30 minutes.209.00 09. including breaking chips.M. 3. (Measurement will be given for the actual pile head volume to be broken) cum Tk. 472. tools and plants.6) with minimum cement content relates to mix ratio 1 : 1.00 09.e. electricity. maintaining required slump. leveling and dressing the situ and clearing the bed etc. best quality coarse sand [Sylhet sand or coarse sand of equivalent F. maintaining the trimie pipe immersed in concrete by at least 1 meter throughout the period of concreting.20. drawing etc all complete approved and accepted by the Engineer.5 : 3 having minimum f'cr = 26 Mpa. placing and removing tri-pod as per requirement. pouring the concrete in bore-hole with the help of a trimie pipe. binding. welding . (rate is inclusive of all materials labour. making.603. preparation and making platform where necessary.5N (52. electricity and all equipment).2]. stacking the same properly after clearing.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. rm of weld Tk.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. unloading everything complete as per standard practice. 11.S. with container set in truck or on cart including loading. 20 mm down well graded crushed stone chips conforming to ASTM C-33.00 . (Quantity should be given three times of solid volume of boring) cum Tk. complete in all respects and accepted by the Engineer. etc. placing re-bar cage in position.PWD SoR 2014 for Civil Works Item No. mixing the aggregates with standard mixer machine with hoper. placing and admixture ( approx doses 150 to 250ltr per bag of cement which to fix by mix design) ) cum Tk. casting in forms.5MPa) / ASTM-C 150 Type – I. point 3.578.5 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.00 09.1 or 7.3 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. 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. 378. 102 Description of Item Unit Unit Rate 09.CEM1. all sorts of handling. electricity and all equipment). tools and plants. rods. straightening and bending of pile bars.4 Providing and making point 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. all complete including water. screening through proper sieves.9 09. (Rate is excluding the cost of reinforcement and its fabrication. carrying.2.83 09. testing of materials and concrete etc and other charges as per design. 52.20. mobilization.00 09. Engineer‟s approval shall not relieve the Contractor of his responsibilities and obligations under Contract.8.7.5 For intermediate loading from 225 tonne to 275 tonne for each additional tonne. 1.PWD SoR 2014 for Civil Works Item No. 138.3 For intermediate loading from 125 tonne to 175 tonne for each additional tonne. Per tonne Tk.83 09.423.856. Before commencing load test.00 09.050.7.8 Rate for increamental loading 09.7. 245.1 For intermediate loading from 25 tonne to 75 tonne for each additional tonne Per tonne Tk. one at service load and another cycle at double the load of service load then to continue loading till failure of the pile).7. 1.1 For 25 tonne load 1 No. loading unloading. test Per test Tk.83 09.83 09. 198.8.050. hire charge. record readings and preparation of results in standard forms and other incidental charges per standard practice and procedures including submission of load test report. Contractor shall submit method statement for conducting load test to the Engineer for approval. Per tonne Tk.00 09.6 For 275 tonne load for 1 No. Per tonne Tk. of test Per test Tk. 1. bracing.7.566. Per tonne Tk.8.83 09.050. complete in all respects approved and accepted by the Engineer (Minimum two cyclic loading. Boring and Pouring logs / Driving logs of Piles and Method statement shall be the part of load test report. Load Test and Report shall be conducted under the supervission of a professional Geotechnical Engineer registered in BPERB or Geotechnical Firm registerd in PWD.7. 09. 100. However.00 09. sand and filling sacs/gunny bags for loading. test Per test Tk. 293. of test Per test Tk.050.302. of test Per test Tk.2 For intermediate loading from 75 tonne to 125 tonne for each additional tonne.83 . 53.00 09.3 For 125 tonne load for 1 No. 1.050.00 09. Kentledge and other plants and equipment including staging. pressure test gauge.5 For 225 tonne load for 1 No. jacks.368.8. furnishing all graph and chart etc.458. gunny bags.4 For 175 tonne load for 1 No.8. 1. of test Per test Tk.7 103 Description of Item Unit Unit Rate Conducting static load test as per ASTM D1143 or equivalent standard for the castin-situ/pre-cast pile providing required scaffolding.4 For intermediate loading from 175 tonne to 225 tonne for each additional tonne. demobilization. (Rates on Load test under the supervision of Experts in the laboratory of unversities and HBRI can be found in Chapter-32) 09.2 For 75 tonne load for 1 No. 5:3 having minimum f'cr = 30 Mpa. labour.M.00 09.4 Pile shoe as per design and drawing each Tk.9 Pre-cast pile made in reinforced cement concrete with minimum cement content relates to mix ratio 1:1.5:3) with stone chips rm Tk.559. 354. However. 1. welding and placing) 09. hire charge of driving set.CEM1.PWD SoR 2014 for Civil Works Item No. nuts and bolts. Engineer‟s approval shall not relieve the Contractor of his responsibilities and obligations under contract.12.00 09.9. F. Per set per site Tk.10 Mobilization and demobilization of drop hammer type pre-cast pile driving rig. champering edges if so. tools.3 From above 12 m to 15 m rm Tk.00 09. demobilization. M. Contractor shall submit method statement for carrying the driving operation including sequence of driving to the Engineer for approval.11 Driving 250 mm x 250 mm size pre-cast pile with drop hammer type rig. 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-197-1.11.9. 52.11. cleaning and washing.5MPa) / ASTM-C 150 Type – I.11.00 09. 20 mm down well graded stone chips conforming to ASTM C-33.2. 104 Description of Item Unit Unit Rate 09. 09. and maintaining Driving Log in prescibed format Before commencing driving operation. 2. screening through proper sieves.S sheet. centering and shuttering with M. plants & equipments.00 09. electricity and other charges.12 Driving 300 mm x 300 mm size pre-cast pile with drop hammer type rig and maintaining Driving Log in prescibed format.5:3) with stone chips rm Tk.00 .00 09.00 09. However. 3. 584. 1.5N (52. curing for 28 days etc. placing reinforcement cages in position.2 From above 6 m to 12 m rm Tk.3 360 mm x 360 mm size pre-cast pile (1:1.S angle. 483. 531.2). 389. casting. 322.I bar.2 300 mm x 300 mm size pre-cast pile (1:1. (Rate is excluding the cost of reinforcement and its fabrication. including all related works like cost of breaking chips.1 Up to 6 m rm Tk.9.2 From above 6 m to 12 m rm Tk. mobilization.9. all complete as per design.1 Up to 6 m rm Tk. test of materials and concrete etc.1 250 mm x 250 mm size pre-cast pile (1:1. Engineer‟s approval shall not relieve the Contractor of his responsibilities and obligations under contract. best quality coarse sand (F. preparation of casting beds.00 09. binding.12. compacting by vibrators and tapered rods as where necessary.12.00 09.417.520. Before commencing driving operation. laying polythene there in.5:3) with stone chips rm Tk. 850. cost of water. mixing in standard mixture machine and fed by standard measuring boxes. drawing and accepted by the Engineer.176. Contractor shall submit method statement for carrying the driving operation including sequence of driving to the Engineer for approval. providing fitting fixing pile shoe in position as per design and drawing.3 From above 12 m to 15 m rm Tk. 09.00 09. driving the pile up to the design depth as per standard practice or specified method providing head cushion. casting. 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-197-1.00 09. providing pile shoe as per design and drawing.2.00 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. Contractor shall submit method statement for carrying the operation including sequence of driving to the Engineer for approval. Contractor shall submit method statement for carrying the driving operation including sequence of driving to the Engineer for approval. Contractor shall submit method statement for carrying the operation including sequence of driving to the Engineer for approval.S angle. Before commencing driving operation by rig fitted with automatic diesel operated hammer. nuts and bolts.00 09. rm Tk. However.13 Driving 360 mm x 360 mm size pre-cast pile with drop hammer type rig and maintaining Driving Log in prescibed format. 105 Description of Item Unit Unit Rate 09. welding and placing and driving pile) .CEM1.14 Mobilization and demobilzation of automatic diesel hammer mounted complete rig set. 623.M.00 09. centering and shuttering with M. Engineer‟s approval shall not relieve the Contractor of his responsibilities and obligations under contract.5 having minimum f'cr = 35 Mpa.00 09. demobilization and hire charge of driving set. However. cleaning and washing. best quality coarse sand (F. curing for 28 days etc. 177. M.13. Before commencing driving operation by rig fitted with automatic diesel operated hammer. Engineer‟s approval shall not relieve the Contractor of his responsibilities and obligations under contract. laying polythene. screening through proper sieves.757.3 From above 12 m to 15 m rm Tk. including carrying all complete approved and accepted by the Engineer. rm Tk. Before commencing driving operation. 685. test of materials and concrete etc. 754. Contractor shall submit method statement for carrying the operation including sequence of driving to the Engineer for approval.00 09. 09.1 Up to 6 m rm Tk.52.00 09.PWD SoR 2014 for Civil Works Item No.2 From above 6 m to 12 m rm Tk. Engineer‟s approval shall not relieve the Contractor of his responsibilities and obligations under contract.00 09.I bar. Per set per site Tk. placing of reinforcement cage.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. preparation of bed.5N (52. 818. However. shampering. Engineer‟s approval shall not relieve the Contractor of his responsibilities and obligations under contract. 898.15 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. rm Tk.13.13.S sheet. mixing in standard mixture machine with hoper and fed by standard measuring boxes. compacting by vibrators and tapered rods.25:2.5) and 20 mm down well-graded stone chips conforming to ASTM C-33. including cost of water. F.13. 597. including cost of breaking chips. However. Before commencing driving operation by rig fitted with automatic diesel operated hammer. all equipments including mobilization.18 Pre-cast driven micro-pile with reinforced cement concrete works with minimum cement content relates to mix ratio 1:1. (Rate is excluding the cost of reinforcement and its fabrication.5MPa) / ASTM-C 150 Type – I. 895. electricity and other charges.4 From above 15 m to 18 m rm Tk. binding. copy of expertise & licensing. However.data acquisition. and maintaining Driving Log in prescibed format rm Tk.19.00 09.00 09. approved and accepted by the engineer.25 : 2. Soil investigation report. 200.00 .18. preperation of resultsin standard formsetc.377.00 09. 09. 148.3 PDA test upto 200 metric ton as ultiumate pile capacity : upto three pile at a site to test in single run each Tk. Graphs & Statement on "Calliberation Pile" (pile that tested for its capacity and PIT done eralier on it.00 09.00 09.6 m Pre-cast Pile.00 09.19. at a place of known soil profiles).1 PDA test upto 200 metric ton as ultiumate pile capacity : only one pile at a site to test in single run each Tk.4 Driving of 205 mm x 205 mm x 7.6 m Pile with reinforced cement concrete (1 : 1.060.253.19. 135.5 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 Tk. 114. preparation of results in standard forms and compiling final report with recommendations on the tests etc. experts. (Caliberation pile shall be made and tested first).3 Driving of 180 mm x 180 mm x 7. 162.18.5) with stone chips rm Tk. (Report shall contain driving log / Boring and pouring logs. demobilization.349.00 09.20.6 m Pre-cast Pile.00 09.18.4 PDA test upto 200 metric ton as ultiumate pile capacity : upto four pile at a site to test in single run each Tk.1 Mobilization & demobilization within 100km of Dhaka to site and PIT on12(twelve) Piles or less upto 1st 12pile Tk. mobilization.18. data acquisition and analysis. complete in all respects. Method statement for conducting PIT shall be submitted the Engineer for approval. 576.20 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. Engineer's approval shall not relieve the contractor of his responsibilities and obligations under contract.experts.20.426. preparing pile heads and providing all relevant materials. labour.2 PDA test upto 200 metric ton as ultiumate pile capacity : upto two pile at a site to test in single run each Tk.2 Additional charge on Mobilization & demobilization beyond 100km off Dhaka to site per km Tk.equipment.19. equipment.021. 170.1 180 mm x180 mm x 7.mobilization and demobilization. CAPWAP analysis.PWD SoR 2014 for Civil Works Item No.and maintaining Driving Log in prescibed format rm Tk.00 09. 30. 463.00 09.19.5) with stone chips rm Tk.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. 124.2 205 mm x 205 mm x 7.labors.25 : 2. 106 Description of Item Unit Unit Rate 09.6 m Pile with reinforced cement concrete (1 : 1. and shall be the part of PIT report. report shall contain relevant pile log. where. providing all relevant materials . prevailing soil investigation report at the place. complete in all respects approved and accepted by the Engineer. 24. 09. 1.5:3. casting concrete. 1. way making. and finally. the system be fitted in correct alignments on pile head positions waiting for concreting.568 09.3 X-sec of pre cast pile segments :12"x12" each Tk. maintaining driving log and record of pressure exerted on piles driven in to desired RL or Capacity level . 09. capping by min 12 mm thick ASTM A36 complied M.1 Unit Unit Rate per pile Tk. labour..807.1 Driving pre-cast pile made in square cut ends(tip) without shoe of any size in the range. surveying. 22.2. by Hydraulic Static Pile driver of approx. both the pile heads fitted with the steel caps be welded together through v-notehes in field. complete in all respect as per design.21. preparation of casting beds. having min 40 mm dia hole at centre to pass 25 mm M.S plate. plants & equipments. 20 mm down well graded stone chips conforming to ASTM C-33. complete in all respect including mobilizing demobilizing of machines & equipment. jointed at channels root by welding. curing for 28 days etc. screening through proper sieves. caps fitted with 2 nos BDS ISO 6935-2009: B420 DWR complied d20 U-bar 1244mm in length by welding.21 Pre-cast spliced pile jointing by supplying. 250mmx250mm to 450mmx450mm having pile segment up to 21.21. dressing & leveling of site. 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. per rm Tk. 09.21. arranged with necessary cranes. cost of water. END OF DIVISION NINE ………………….00 tonne (metric ton) capacity.2 X-sec of pre cast pile segments :14"x14" each Tk.3 For PIT test of each additional pile after 12(twelve) pile tested. demobilization. tools.0m in length. per cum Tk.159 09. 932 09.52.S angle. 10.04 ………………….PWD SoR 2014 for Civil Works Item No. compacting by vibrators and tapered rods as where necessary. mixing in standard mixture machine fitted with hopper and fed by standard measuring boxes. fixing prefabricated square shaped two steel caps made up by 6mm thick ASTM A36 complied M. 13. layout setting etc ended with the submission of pile driving report in three copies duly signed by professional engineer and approved by the engineer. handling of piles. as per design and drawing.0m in reinforced cement concrete works having minimum cement content relates to mix ratio 1:1.1 Making Pre-Cast Piles with Square Cut ends with lengths upto 21. best quality coarse sand (F.22. F.22 Pile Driving by Hydraulic Static Pile Driver 09. 107 Description of Item 09.201.777 09. . equidistance from centre holes of cap and shall have min 75 mm clear from pile faces. having min 50 mm dia hole on its web. power source.2). drawing and accepted by the Engineer. M. including all related works like cost of breaking chips.22. 180. 11. test of materials and concrete etc.M..S bar 433 mm in length. mobilization.S sheet. electricity and other charges. centering and shuttering with M.20.S plate shaping the edges in 45°. nuts and bolts. fitting.I bar. all complete as per direction and stepwise approval leading to final approval of Engineer in charge. leading minimum f'cr = 30 Mpa. champering edges if so. sides formed by bent in channel shape to have only two line of joinery on faces.00 X-sec of pre cast pile segments :16"x16" each Tk. providing reinforcement & placing fitting fixing in position. cleaning and washing.5N (52. laying polythene there in.CEM1.5MPa) / ASTM-C 150 Type – I. while one of the companion segment of piles drived in ground and other one placed over it maintaining true verticality. 588. Description of Item 10. All fitted.S.240.00 10.1. all complete and accepted by the Engineer. fitting and fixing 0.531.2 Coloured C. 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.. sheet: sqm Tk. limpet washers and putty etc.00 10. rm Tk.00 10.5 mm thick plain fiberglass sheet ridging with 300 mm lap on either side fitted and fixed with galvanized bolts and nuts etc. sheet: sqm Tk. 618. 397. all complete and accepted by the Engineer.S. all complete and accepted by the Engineer.I. Placed on steel sections aligned perpendicular to truss at 900 mm c/c as maximum. 1.2 Colored rm Tk.4 1. cables. sqm Tk.27 mm thick galvanized iron plain sheet ridging with 300 mm lap on either side fitted and fixed with galvanized bolts and nuts etc.2 Supplying.00 …………………. 356. 1. ties etc.1 Galvanized rm Tk. END OF DIVISION TEN …………………. sections with 'J' hook or wooden purlin with screws.1 Galvanized C.45mm thick.00 10. all complete and accepted by the Engineer.I.. 108 Description of Item Unit Unit Rate Unit Unit Rate DIVISION 10 : C.00 10.1.3. 10.5 mm thick fiber glass sheet roofing fitted and fixed on M. sections with 'J' hook or wooden purlin with screws. 585.3 0.I. by standard anchoring & welding. wires. limpet washers and putty etc. all complete and certified for safe and accepted by the Engineer sqm Tk. SHEET ROOFING & SAFTEY CANOPY Item No. Fixed in position providing necessary anchors.3. nut-bolts etc.5 Saftey Canopy: Supplying temporary safety canopy & around construction work place where public safety is possibly be endangered due to constructional activities. fitting and fixing 1.457 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. 10.00 10. .1 Supplying.PWD SoR 2014 for Civil Works Item No. 105.6. angle.6 Supplying seasoned wood and making roof truss of any size with wall plates as per design in/c supplying.00 11.00 11. fabricating.4 Supplying.S. fitting and fixing M. sizing.00 11. welding. curing etc.1. necessary screws etc. 117.093. 11. 109 Description of Item Unit Unit Rate DIVISION 11 : WOOD WORK IN DOOR AND WINDOW FRAME. (All sizes of wood are finished). mending good the damages.5 Chittagong Teak cum Tk. fixing 6 Nos. fabricating and hoisting.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.5 Supplying.986. 173. of 100 mm size iron hinges with the vertical members of the frame all complete including cutting. welding. 122. complete and accepted by the Engineer.00 11. fixing the frame in wall with cement concrete (1:2:4).3 Silkarai cum Tk.144.00 11. complete as per plan and drawing and accepted by the Engineer. all complete and accepted by the Engineer.00 . including cutting groove in Chowkat if necessary etc. 554.PWD SoR 2014 for Civil Works Item No. 11. carriage from workshop to site including local carriage. complete in all respect accepted by the Engineer.1.00 11. mending good the damages.4 Teak Chambal /Jarul cum Tk.938. all complete and accepted by the Engineer. (Running meter of the doorframe will be considered towards measurement). fitting and fixing M. of iron clamps of same size (with one end bifurcated) with the vertical members of the frame. 563.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.00 11. 89.1. ROOF TRUSS AND RAILINGS Item No. sizing.00 11. of iron clamps of same size (with one end bifurcated) with the vertical members of the frame.00 11.1.S.1 Garjan / Jam/ Local Sal wood cum Tk. angle fitted with 250 mm long 6 Nos. nuts.217. fixing 130 mm long 6 Nos. fixing 4 Nos. (All sizes of wood are finished). scaffolding. rm Tk. fitting and fixing double leaf door frame for all floors with 38 x 38 x 6 mm M.2 Mehgoni cum Tk. of 100 mm size iron hinges with the vertical members of the frame all complete including cutting. fitting and fixing of door frame for single leaf in all floors with 38 x 38 x 6 mm M.1 Garjan/ Jam/ Local sal cum Tk. carrying from work-shop to site and local carriage.S. 243.093. fitting and fixing in position with bolts. each Tk. fixing the frame in wall with cement concrete (1:2:4).1. each Tk. curing etc. fitting and fixing in position etc. 86. complete and accepted by the Engineer. fabricating. 159. rm Tk. as per plan and drawing etc. flat bar clamp 150 x 38 x 6 mm size having bifurcated ends to door and window frames with rowel plug.3 Supplying. Description of Item Unit Unit Rate 11.2 Supplying. coal tarring in 2 coats etc. 7 Supplying and making seasoned wooden hand rail of stair case etc.3 Mehgoni cum Tk.00 11.7. 110 Description of Item Unit Unit Rate 11.560.3 Silkarai (Chittagong)/Chickrashi cum Tk. END OF DIVISION ELEVEN ………………….532.766.615. 141.7.6.2 Mehgoni cum Tk.849. fitted and fixed in position in all floors etc.4 Local Sal cum Tk. 11. 120.00 …………………. 101. 155.7. 231.220..00 11..00 11.00 11.2 Chittagong Teak cum Tk. including necessary molding with proper corner finishing as per design.7. 115. all complete and accepted by the Engineer.PWD SoR 2014 for Civil Works Item No.6. .1 Silkarai / Chickrashi cum Tk.00 11. 00 12.2 Gamari sqm Tk.PWD SoR 2014 for Civil Works Item No. 100 mm iron hinges 2 (two) Nos.00 12. all complete in all floors and accepted by the Engineer. 6. Closed joints with 25 mm x 12 mm size wooden peg and provided with best quality 4 Nos. 5.(All sizes of wood are finished) 12. best quality 12 mm dia 300 mm and 200 mm long iron tower and socket bolts.886.2.1.5 Chapalish sqm Tk.1 Kathal sqm Tk. all complete in all floors and accepted by the Engineer (Ctg. 5. sqm Tk.4 Chittagong Teak sqm Tk.2 Supplying. best quality 12 mm dia 300 mm and 200 mm long iron tower and socket bolts. fitting and fixing 38 mm finished well matured.2.324. 2 (two) Nos.354. buffer blocks and finished by sand papering etc.3 Teak Chambal sqm Tk.1 Kathal sqm Tk. fitting and fixing 38 mm thick well matured. hinged cleats. 6.2. 8.393. all complete in all floors and accepted by the Engineer. best quality 100 mm brass hinges. lock rail 125 x 38 mm and bottom rail 225 x 38 mm.2.1.620.1.1. natural seasoned (min 10" wide plank) wooden ornamental 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. screwed to each face and provided with best quality 4 Nos. 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./c minimum 12 mm lap to each panel providing 4 nos.1 Supplying.4 Chittagong Teak sqm Tk.242. hinged cleats.00 12. fitting and fixing 38 mm thick well matured. wooden buffer blocks in/c supply of necessary nails and screws finished by making design by machine finished etc. 2 (two) Nos.541.00 12. 11. 100 mm iron hinges.00 12.00 . 9.2. heavy type nickel plated handles. buffer blocks and finished by sand papering etc.875.00 12. 6. 14. 5.344. 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. 111 Description of Item Unit Unit Rate Unit Rate DIVISION 12 : DOOR-WINDOW SHUTTER & FLY PROOF WIRE-NET SHUTTER Item Description of Item 12.3 Supplying. having vertical panels 175 mm x 38 mm in.00 12.3 Teak Chambal sqm Tk.840. heavy type nickel plated handle.2 Gamari sqm Tk.1.00 12.00 12.5 Chapalish sqm Tk.00 12. 2 (two) Nos. teak wood). 7. seasoned (min 10" wide plank) solid wood single leaf door shutter having top rail style of sections 100 mm x 38 mm. (All sizes of wood are finished) 12.534. 00 12. 13. necessary screws etc. heavy type nickel plated handles.844. Top rail and styles of sections 100 mm x 38 mm.4.5 Chapalish sqm Tk.4 Chittagong Teak sqm Tk. natural seasoned (min 10" wide plank) wooden double leaf panel door shutters.5.2 Gamari sqm Tk. 1 No.5.5. fitting and fixing 38 mm thick well matured. 1 No.00 12.4. hatchbolt hinged cleats. 100 mm iron hinges. best quality 100 mm iron hinges. 6. 12 mm dia best quality 200 mm and 300 mm iron socket and tower bolts.6 Supplying. 11. 6.854. necessary screws etc. provided with best quality 6 Nos.5.PWD SoR 2014 for Civil Works Item No. 8. complete in all respect in all floors as per drawing and as per standard practice and accepted by the Engineer.00 12. 7. natural seasoned (min. hatchbolt hinged cleats.00 12. 10. natural seasoned (min. 10" wide plank) wooden grooved single panel flush door shutters with top and middle rail 100 mm x 38 mm.976.358.2 Gamari sqm Tk. 7.869. best quality 12 mm dia 300 mm and 225 mm long iron tower and socket bolts. 112 Description of Item Unit Unit Rate 12. fitting and fixing 38 mm finished thick well matured. all complete in all floors and accepted by the Engineer.4. 2 (two) Nos.00 12. fitting and fixing 38 mm thick well matured.00 . paneling 38 mm thick both sides raised.6.10" wide plank) wooden double leaf panel door shutters.947.4. finished by sand papering etc. Top rail and styles of sections 100 mm x 38 mm.2 Gamari sqm Tk. 7. paneling 25 mm thick one side raised.5. wooden buffer blocks including supply of necessary nails and screws.4. 2 (two) Nos.00 12.(Double leaf.00 12.5 Supplying. 12.1 Kathal sqm Tk. buffer blocks and finished by sand papering.6. (All sizes of wood are finished).3 Teak Chambal sqm Tk. 2 (two) Nos. all complete in all floors and accepted by the Engineer.535.1 Kathal sqm Tk.00 12. 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.4 Chittagong Teak sqm Tk.4 Supplying. (Double leaf. heavy type best quality nickel plated handle hinged cleats.3 Teak Chambal sqm Tk. provided with best quality 6 nos. All sizes of wood are finished) 12. 2 (two) Nos. All sizes of wood are finished) 12.00 12. buffer blocks and finished by sand papering. 2 (two) Nos. 7. bottom rail 225 mm x 38 mm and style 100 mm x 38 mm.242.5 Chapalish sqm Tk. lock rail 125 mm x 38 mm and bottom rail 225mm x 38 mm.934. best quality 12 mm dia 300 mm and 200 mm long iron tower and socket bolts.1 Kathal sqm Tk. 100 mm iron hinges.172.00 12. heavy type nickel plated handle. lock rail 125 mm x 38 mm and bottom rail 225 mm x 38 mm. 7.496. Providing 4 Nos.00 12. 8.228. 8. sand papering.8.00 12.2 mm thick veneer (total two 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.7. 2 Nos. 2 (two) Nos.00 12.3 Chapalish veneered sqm Tk. 6.061. 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. 5.3 Chapalish sqm Tk. 12. drawing and as per standard practice and accepted by the Engineer. 7.519. cutting glass to required size etc.491.9 Supplying.00 12.1 Gamari sqm Tk. 9. 113 Description of Item Unit Unit Rate 12. 3. wooden bit.00 12. 6.2 Chittagong Teak sqm Tk. (All sizes of wood are finished).9. 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 1.7.6.5 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.4 Chapalish sqm Tk.9.223. 3.2 Teak Chambal sqm Tk.594.4 Chapalish sqm Tk. all complete as per design. pivots.00 12.00 12. nails.242. fitting.00 12.8 Manufacturing and supplying. heavy type nickel plated handles. 10. 12.581. fixing well matured.7 mm horizontally made of gorjon and another of 0.831.9. 12. 100 mm iron hinges.00 12.1 Gamari sqm Tk.979. fitting and fixing well matured.00 12. complete and accepted by the Engineer. hinged cleats.8.3 Chittagong Teak sqm Tk.00 .818. 12 mm x 12 mm size wooden bit.00 12.2 Champ veneered sqm Tk. of veneers one of 0. 9. best quality 12 mm iron dia 300 mm and 225 mm long iron tower and socket bolts. 3. (All sizes of wood are finished).7 Supplying. 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. 20.4 Garjan veneered sqm Tk.PWD SoR 2014 for Civil Works Item No.9.6.417.620. complete in all respect as per drawing and accepted by the Engineer.00 12.7.873. preparing the surface by sand papering etc.3 Chittagong Teak sqm Tk. 12.00 12. 13.1 Burma Teak veneered sqm Tk. buffer blocks etc.7. 3 Teak Chambal sqm Tk.1 Chittagong Teak sqm Tk.333. best quality 12 mm dia 250 mm and 150 mm long iron tower and socket bolts. 8. sqm Tk.00 12. provided with best quality 3 Nos. 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. (All sizes of wood are finished).00 12. 12. (All sizes of wood are finished). (All sizes of wood are finished).13. 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.882.11 Supplying.10 Supplying fitting and fixing 38 mm thick well matured. 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. finished with necessary sand papering and putty works etc.820. 6. 7.12.00 12. complete and accepted by the Engineer. buffer blocks. nickel plated handle.2 Silkarai sqm Tk. 8. nickel plated handles 225 mm long catch hooks or hinged cleats.125. 1200 mm long iron tower bolt and 8 Nos. 100 mm iron hinges to each shutters. hinged cleats. 5.00 12. buffer blocks.12 Supplying. 8.13.13 Supplying. 2 Nos.PWD SoR 2014 for Civil Works Item No. best quality 12 mm dia 250 mm and 150 long iron tower and socket bolts. screws and finished with sand papering in all floors etc. 100 mm iron hinges. 2 Nos. complete and accepted by the Engineer. 75 mm iron hinges. necessary screws and finished with sand papering for all floors etc. complete and accepted by the Engineer.00 .12.016. screws.2 Gamari sqm Tk. complete and accepted by the Engineer. 114 Description of Item Unit Unit Rate 12.346. buffer blocks and finished by sand papering for all floors etc.00 12.10.505. 62 mm dia iron ring fitted with nuts.4 Chittagong Teak sqm Tk.13. 12.00 12.00 12. buffer blocks. 5. 225 mm long catch hooks or hinged cleats.12.374. 6. 300 mm and 225 mm long iron tower and socket bolts.12.10. 2 (two) Nos.1 Kathal sqm Tk.112. 2 Nos.567. 12 mm dia.2 Gamari sqm Tk. fitting and fixing 38 mm thick well matured.12. 10.00 12.1 Kathal sqm Tk. 5. best quality 12 mm dia. 5. 12.00 12. 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. hinged cleats.5 Chapalish sqm Tk.00 12. nickel plated handles. 2 (two) Nos.126.3 Teak Chambal sqm Tk. putty and nails including supplying and fitting and fixing 50 mm dia best quality round door lock. (All sizes of wood are finished). bar for middle vertical members of frame including all cost of charges for fabrication and manufacture by welding riveting etc.I.C.2 Supplying. fixing etc.16 Supplying. curing etc. 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. all complete as per drawing and accepted by the Engineer. painting iron face with two coats of synthetic enamel paint over a coat of anticorrosive priming to approved colour and quality etc. riveting etc.00 12. workshop charges. iron pins.C.13 kg for 15 sft) sqm Tk.14 Seasoning of timber in a recognized mechanical timber seasoning plant up to a moisture content of 12% .1 With provision for fan-light (total wt of grill without glass panes is min 28.828.203. fixing. fixing the frame in wall with (1:2:4) cement concrete in the hole for clamp after making necessary grooves. 3. with the frame. fixing 3 mm glass panes by pucca putty and making necessary holes in walls and R. 115 Description of Item Unit Unit Rate 12. 16. bar. [Rate is excluding the cost of painting](Scope of work of this item is in staircase and over partition wall etc. hinged with 2” x 2” x ¼” M.C.00 . (1:2:4) and mending good the damages including all cost of carriage.13. electricity.1 Supplying.077.549. adjustable cleat and clamps. supplying all essential fittings.2 Without provision for fan-light (total wt of grill without glass panes is min 24. sqm Tk.00 12.5 Chapalish sqm Tk. inner member 1” x ¼” F. (1:2:4) and mending good the damages including.) sqm Tk. 150 mm long 3 Nos. cost of electricity.PWD SoR 2014 for Civil Works Item No. unloading. 5.I.13. carriage etc. 14. 7. like iron hinges. angle Chowkat.00 12.I.156. sheet. adjustable cleats. complete in all respect including loading. all complete as per drawing and design and accepted by the Engineer. fitting. fitting and fixing M.S. cum Tk.16% by weight as measured by a electric moisture meter or any other moisture measuring device etc. supplying. cladding with 16 BWG M. 3.5” x ¼” angle outer frame.S.00 12.15. carriage at both ends accepted by the Engineer.S. clamps. 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. and labour for fittings. fitting and fixing the frame including.16.5” x 1. all complete and accepted by the Engineer.00 12.C.15.00 12. 150 mm long 4 Nos. supplying and fixing of 19 x 19 x 3 mm angle clamps of 150 mm length (with one end bifurcated) of required Nos. fitting.84 kg for 15 sft) sqm Tk. electricity. 5. wall or member as necessary filling with C.C works and necessary fitting with C.section used for vertical member and 25 x 5 mm F.16. workshop charges. 3. door shutter made with 1.00 12. all cost of carriage. handle.304. workshop charges and labour in fitting. bar for making box (combining with angle) and 25 x 19 x 5 mm Tee used for glass divider etc.729. 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. fixing 3 mm glass panes by pucca putty and making necessary holes in brick and R. sqm Tk. plate handle. pin-stopper.17 Manufacturing. bar for making T-section for horizontal dividers of shutters and 25 x 3 mm F.4 Chittagong Teak sqm Tk. for fitting frame including supplying. supplying and fixing of 3 mm glass panes with pucca putty. 12.572. stopper. hinges.C.I. mending good all damages. supplying all essential fittings like 2 Nos. including all cost of charges for welding. 21 Extra cost for using brass/ SS fittings in place of iron fittings in doors & windows for all floors (super quality local).740. 962. all complete approved and accepted by the Engineer.00 12.2 Supplying.18. 823. all complete approved and accepted by the Engineer.21. handle.18.23. (All sizes of wood are finished) 12. 1. fixed with frame in grooves including cost of nails. fitting and fixing Rim/ round door lock approved and accepted by the Engineer. screws (brass fitting) etc.4 SS fittings of windows sqm Tk.542. END OF DIVISION TWELVE …………………. fitting and fixing of made in hydraulic door closer (big size) including all necessary tools and accessories etc. 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. 5.18 Supplying. 150 mm long catch hook and 100 mm long brass handle 2 Nos. all complete in all respect as per drawing and direction of the Engineer in charge. heavy type 2 Nos. 2.00 12.00 12.1 Kathal sqm Tk.00 12. 403. each Tk. fitting and fixing of well matured louver shutter having 75. including fitting and fixing the same in position with frame with supply of necessary screws and nails etc. tower bolt. 479.18. sqm Tk.00 12.20 Supplying.W. 150 mm long brass tower and socket bolt of best quality 4 Nos.22 Supplying.00 12. rm Tk. complete and accepted by the Engineer.00 12. all complete approved and accepted by the Engineer each Tk. fitting and fixing MORTICE door lock approved and accepted by the Engineer.G. 4.PWD SoR 2014 for Civil Works Item No.1 Brass fittings of door sqm Tk. 1.00 12.00 12..090..521. .00 12.21. screws etc.19 Supplying.3 Chittagong Teak sqm Tk. each Tk.00 …………………. 12. fitting and fixing 3" X 3/4" Chittagong Teak wood moulding bit as per design etc. G. brass screws.2 Teak Chambal sqm Tk.1 Supplying.2 SS fittings of door sqm Tk. 116 Description of Item Unit Unit Rate 12.23. nails etc. all complete approved and accepted by the Engineer.00 12.25 Supplying.3 Brass fittings of windows sqm Tk.00 12.21. 75 mm brass hinges.00 12. 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. each Tk. 292.24 Supplying.259. 562.864.50mm x 38mm size all around frame and inner horizontal wooden louver blade 65mm x 20mm spaced @ 38mm c/c.21. including supply of all necessary fittings such as 2 Nos. fitting and fixing of best quality magnetic door shock absorber including all necessary tools and accessories etc.I wire mesh netting of 20 mesh fitted and fixed with shutter by 12 x 12 mm wooden bit. 272. 14. 6. each Tk.620. excess or less respectively) 13.545. fitting and fixing window grill made of approx12mm x 12mm M.85 13. 35.262.640. (Total weight per sqm should be approx 11. 113 for each kg. excess or less respectively) 13. fitting and fixing window grill made of M. workshop charges.2 Supplying.4.S.00 sqm Tk.94 Tk. (Total weight per sqm should be approx 21 kg. including fabricating. cost of electricity workshop charges. bar as per design approved and accepted by the Engineer.3. (Total weight per sqm should be approx 18 kg. solid bar 140mm c/c with outer frame of approx 38 x 6mm F. fitting and fixing window grills of any design made with approx 20 x 5 mm F. fitting and fixing window grill made of approx 10mm x 10mm M. (Total weight per sqm should be approx 10 kg. 20 x 3 mm) with outer frame of approx 25 x 6 mm) F. carriage.8 kg and add or deduct @ Tk. @ Tk. all necessary tools and plants etc complete for all floors and accepted by the Engineer. bar as inner and outer section. fixing with preplaced clamps in walls/RCC member for all floors etc.I.I. 22. (Total weight per sqm should be approx.S. welding.00 Tk. and add or deduct @ Tk.4. workshop charges. including fabricating. flat bar (38 x 6 mm) including fabrication. carriage. bar as per design approved and accepted by the Engineer. excess or less respectively) sqm Tk. and add or deduct. excess or less respectively) 13. 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.I.3 Supplying. including fabrication. and add or deduct @ Tk. complete for all floors accepted by the Engineer.2 Description of Item Unit Supplying. welding. 152 for each kg.5.5. and add or deduct @ Tk. and add or deduct @ Tk.I. @ Tk. cost of electricity workshop charges. bar as inner section but no outer frame.00 sqm .PWD SoR 2014 for Civil Works Item No. 108 for each kg. 1. fixing window grills of any design made with approx 25 x 6 mm F. 1.1 Supplying. fixing with pre-placed clamps in walls or RCC member. 2.S. complete and accepted by the Engineer. 13.159. 1. mending good the damages.I. and add or deduct. excess or less respectively) Unit Rate 13. fitting. bar fabricating.0 kg.1 Supplying.I.2 Supplying.00 Tk. welding cost of electricity and tools and plants etc. horizontal M. solid bar 140mm c/c with outer frame of approx 38 x 6mm F. cost of electricity. riveting.I. 140 for each kg. sqm Tk.041. fixing window grills of any design made with approx 25 x 6 mm F. cutting grooves. fitting and fixing window grills of any design made with approx 20 x 5 mm F. VERANDAH GRILL & NETTING Item No. cutting grooves. (Total weight per sqm should be min 12 kg.1 Supplying. 2. complete for all floors accepted by the Engineer. including fabrication. fitting. mending good the damages. welding. 2. 1.515. tools and plants etc. cost of electricity.00 for each kg excess or less respectively) sqm Tk. complete for all floors accepted by the Engineer.00 Supplying.1.S. carriage.00 13.S. 2. 117 Description of Item Unit Unit Rate DIVISION 13 : WINDOW GRILL.1 13. sqm Tk.1 Supplying.416. tools and plants etc. fitting and fixing window grills made of 16 mm dia M. 2. 125 for each kg.747. bar as both outer and inner section. complete for all floors accepted by the Engineer.00 sqm Tk. carriage. welding cost of electricity and tools and plants etc. 136 for each kg. fitting and fixing window grills of any design made of mild steel section approx. excess or less respectively) 13.4. (Total weight per sqm should be min 14 kg.161. bar as inner members but no outer frame. rod @ 100 mm c/c fitted with 3 (three) Nos. welding. 35. excess or less respectively) sqm Tk. and add or deduct @ Tk. 118 Description of Item Unit 13.S. carriage of the same including cutting groves in the R.S.S. or brick work.C. box made of minimum 16 BWG M. fixing with pre-placed clamps in walls or RCC member.I. tools and plants. mending good the damages with C. carriage. Unit Rate 2.S. angle 1” x 1” x ¼” as per drawing and approved and accepted by the Engineer.C. sqm Tk. END OF DIVISION THIRTEEN …………………. 2. [Rate is excluding the cost of painting] (Total weight per sqm should be min 57. complete for all floors accepted by the Engineer. 1. 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. 59. (Total weight per sqm should be min 0. excess or less respectively) sqm Tk. all necessary tools and plants etc complete for all floors and accepted by the Engineer.00 13. fitting and fixing and fixing verandah grills made of 3/8” dia M. fitting and fixing veranda grill made of 10 mm dia M.00 for each kg.S.206.. fitting and fixing window grills made of mild steel section 25 mm x 3 mm including fabrication.6 Supplying.080. rods provided 75 mm c/c in any position both ways as per design with outside frame 25 x 25 x 6 mm M. and add or deduct @ Tk. sheet @ 100mm c/c with outer frame of 38 x 6mm F.S.629. workshop charges. 2.81 kg.8 Supplying.00 …………………. bar as per drawing approved and accepted by the Engineer. welding. fitting and fixing window grill made of approx 12 x 12mm hollow M.68 kg.00 13. sqm Tk.00 .3 Supply.00 for each kg. (1:2:4) etc.. 13.7 Supplying. rod placed @ 3” c/c both ways fitted with outer frame of M. cost of electricity.5.PWD SoR 2014 for Civil Works Item No.353.C. workshop charges. 8 mm thick shutter top (size 51 mm.88 kg/m) and 2.2 Bronze colour sqm Tk. fitting fixing in position.40 mm short.88 kg/m) and 2.2 mm). 83.45 kg/m).3 mm to 4.00 14.3 Silver colour sqm Tk.3 Silver colour sqm Tk. (Total weight min 23 kg/m2) 14.33 mm thick shutter size (54 mm.2 mm). 1.8 mm thick shutter bottom (size 82. fabrication.60 kg/m). 0.99 mm. 25. carriage and electricity charge keeping provision for fitting 5 mm thick glass including neoprene sealant etc. 42.S colour sqm Tk. 4 mm thick floor bottom (size 101. 38.1 Description of Item Supplying fitting and fixing of Aluminium swing door with spandrel as per the U.1 S.60 mm.890.21 mm). complete in all respect as per drawing and accepted by the Engineer.8 mm thick wall frame size 101. 6. 0. 1.2 Bronze colour sqm Tk.5 mm thick clousure section (size 101. 106. 1.49 mm 0.60 mm.3 mm to 4. 2.6 mm.60 mm. 1.33 mm thick shutter size (54 mm.115 kg/m).8 mm thick shutter bottom (size 82.99 mm thick door glass bit (size 16.10 mm.99 mm. swing door mohiar. swing door lock. 1.115 kg/m).60 mm clousure cover (0. 12.8 mm thick wall frame size 101. 12.54 mm.01 mm thick handle (size 101.2. 5. (Total weight min 23 kg/m2) 14.01 mm thick handle (size 101. 14.35 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. 0.781. 14.00 14.99 mm. WINDOW FRAME AND TINTED GLASS Item No.99 mm.8 mm thick shutter top (size 51 mm.10 mm.913. 0.966.S colour sqm Tk. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification having 1.2 Supplying fitting and fixing of Aluminium swing door as per the U.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. 2.1. fitting fixing in position. fabrication. 2. 4 mm thick floor bottom (size 101.60 mm. 6.00 . 2.60 kg/m). including all accessories like swing door clousure. labour charge.00 14.60 mm clousure cover (0. 44. 25.99 mm thick door glass bit (size 16. carriage and electricity charge keeping provision for fitting 5 mm thick glass including neoprene sealant etc.40 mm short.PWD SoR 2014 for Civil Works Item No.1.00 14.21 mm). 5.1 S.93 mm 1.S. 43.60 mm.45 kg/m).45 mm. 1.00 14. 38.5 mm thick clousure section (size 101.49 mm 0.70 mm 1 kg/m). 43.60 mm.60 mm. 5. 14. 46 mm). 83.148.93 mm 1.1. swing door mohiar. 44.052. 1.54 mm. swing door lock. 1. 119 Description of Item Unit Unit Rate Unit Unit Rate DIVISION 14 : ALUMINIUM DOOR.2. complete in all respect as per drawing and accepted by the Engineer.45 mm.S. 43. 46 mm). 5.2.60 mm. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification having 1.70 mm 1 kg/m).6 mm. 106. labour charge. 43. 42. including all accessories like swing door clousure. 19. 2.80 mm.57 kg/m).10 mm.88 kg/m) 2.5 thick closure cover (101.447.60 mm.99 mm thick fixed glass protector bit (size 15. 26. 0.10 kg/m). 1.5 mm thick shutter lock (size 49.2 Bronze colour sqm Tk.665 kg/m).61mm. 43. (Total weight min 69. 3.78 kg/m) 1. 25. 1 kg/m).75 mm. 1. 0.40 mm.3 Silver colour sqm Tk.00 14.50 mm.1 S. washer. mohiar. 38. 1.2 Bronze colour sqm Tk.188 kg/m). 0.5 mm thick wall frame (size101.81 mm.085.535 kg/m) sections all aluminium members (Total weight 14.35 mm. 1 mm thick door glass bit (size 16. 0. labour charge for fitting . 43. 1.50 mm.10 mm.35 kg/m).040.S colour sqm Tk. 2.09 mm.99 mm.54 mm.4 Supplying. 14. complete in all respect as per drawing and accepted by the Engineer.2 mm thick inter lock (size 34. 44.32 mm. 120 Description of Item Unit Unit Rate 14. 1. 0.50 mm.2 kg/m ). S.8 mm thick shutter bottom (size 86. 26. including all accessories like handle. sliding door key lock .00 14. 0. 44.3 Supplying.982.99 mm . 0. 32. 1.3 kg/m). 0. 12. 44. 1. bolts and nuts including sealants.8 mm thick shutter side (size 54 mm. 1. 1. 26.45 mm. 42. making the grooves. bolts and nuts including sealants.00 14. carriage. 49 mm.2 mm thick shutter top (size 33 mm.99 mm thick fixed glass protector (size 39.80 mm.00 14.54 mm.70 mm.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. 0. 0.50 mm thick bottom (size 101.00 .2 mm thick outer bottom (size 75.60 mm. 1. 17.45 mm.60 mm. fixing by angles.00 mm.616 kg/m) 1. 0. 16. 14. sliding door mohiar.60 kg/m). 0.5 mm thick top and side (size 101. fitting and fixing of Aluminium sliding doors as per the U.S.79 mm. mending good the damages.392 kg/m).20 mm. 1.1 S. 3. flush bolt . fitting and fixing of Aluminium composite swing doors with fixed partition as per the U.4.2 mm thick outer side(size 75.50 mm thick bottom cover (44. screws. Size up to: 2100 mm x 2100 mm 14.3.8 mm thick shutter top (size 51 mm. swing door lock .21 mm. electricity etc.528 kg/m).4. 1. 19.366.S colour sqm Tk.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.45 mm. swing door mohair. 0.3 Silver colour sqm Tk. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification having 1. machinery.75 mm.PWD SoR 2014 for Civil Works Item No. 0.115 kg/m).60.60 mm.45 kg/m).699 kg) keeping provision for 5mm of glass panes with cost including all accessories like swing door clouser.2 mm thick shutter divider (size 31. 0. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification having 1.736 kg/m).50 mm thick grouve cover size 83.3.00 14.3mm to 4.81 mm.01mm thick handle (short) (size 101.8 mm thick closure section (size 101.2 mm thick outer top (size 75. sliding door wheel.86 kg/m).661 kg/m). and electricity complete in all respect as per drawing and accepted by the Engineer.93 mm.413.60 mm.20 kg/m). 0. 1. 1.536 kg/m).40 mm. 0. 1.2 mm shutter bottom (size 60 mm. 2. 2. 1. making grooves and mending good damages. 14. 14.20 mm. keeping provision for fitting 5mm thick glass including labour charge for fitting of accessories.3. 1. sliding door neoprene.4. 46 mm. 1. 24 mm. 1.90 mm. 1. cost of fabrication. 0. 4 mm thick floor bottom (size 101. 70 kg/m) sections all aluminium members (total weight 19.5 mm thick spandrel (7.00 14.6.1.282.78 kg/m).2 mm thick shutter divider (size 31. 50 mm. 2. (total weight minimum 9. 17.2 Bronze colour sqm Tk.4 mm to 1.537.00 14. 26.50 mm.5.40 mm. 24 mm. sliding door wheel.2 mm thick shutter top (size 33 mm.20 mm) and 1.26.081 kg) 14.409 kg) 14.S. 3. 0.528 kg/m).5. 22 mm). 3.14 mm. 3.2 mm thick sliding fixed side (size 31 mm.2 mm thick shutter lock (size 49.2 mm thick outer top (size 75. 14.3 Silver colour sqm Tk. 0.2.S colour sqm Tk.223. 3. 24.536 kg/m). and electricity complete in all respect as per drawing and accepted by the Engineer. carriage.535 kg/m) and 1.80 mm.2 mm thick shutter lock (size 49. 1.S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification having 1. 0. keeping provision for fitting 5 mm thick glass including labour charge for fitting of accessories.1.1.5.6.S colour sqm Tk. sliding door mohiar. 1.728.6.620. bolts and nuts including sealants.3 Silver colour sqm Tk.336. 0. fitting and fixing of Aluminium sliding window as per the U.2 mm thick side (size 75. bolts and nuts including sealants. 3. 0.6.6. 26.3 Silver colour sqm Tk. 1. 2.50 mm. 0.20 mm 26. sliding door whee . making grooves and mending good damages.661 kg/m). 1.40 mm. 26. 32mm).2 Bronze colour sqm Tk.19.10 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.90 mm. and electricity complete in all respect as per drawing and accepted by the Engineer. sliding door neoprene.1 S.2 m mm thick outer bottom (size 75. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification having 1.2 mm thick outer bottom (size 75. 26 mm).682.2 mm thick shutter bottom (size 60mm. 0.00 14. sliding door neoprene. including all accessories like sliding door key lock.80.80 mm). 1. 19.6 Supplying. keeping provision for fitting 5mm thick glass including labour charge for fitting of accessories. 0.00 14.1 S.616 kg/m). 3.736 kg/m).2 mm thick outer top (size 75.1 S.620.50 mm. 1.2.2 Size up to: 900 mm x 1400 mm (total weight minimum 7.6. 2.50 mm.6.00 . 0.PWD SoR 2014 for Civil Works Item No. sliding door mohiar.2 mm thick outer side (size 75.2.1.681.2 mm thick inter lock (size 34.72 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.79 mm.S colour sqm Tk. 20 mm .00 14. 121 Description of Item Unit Unit Rate 14.10 mm. 1. 1.6. fitting and fixing of Aluminium sliding doors as per the U.2 mm thick shutter bottom (size 60 mm.1 Size up to: 1500 mm x 1400 mm. 1. 1. 32. 26 mm . 1. 16. carriage.00 14.422 kg/m) 1.80 mm 0.75 mm. Size up to: 1800 mm x 2100 mm 14.2 mm thick inter lock (size 34. 32.665 kg/m) 1.2 Bronze colour sqm Tk.40 mm).2 mm thick sliding fixed side (31 mm.90 mm). including all accessories like sliding door key lock.20 mm .00 14.2 mm thick shutter top (size 33 mm.00 14. making grooves and mending good damages.5 Supplying.50 mm. 600.2 mm thick shutter top (size 33 mm. carriage.1 S. 38 mm.97kg/m).2 mm.2 mm thick shutter bottom (size 60 mm. 4. bolts and nuts including sealants.2 mm thick outer side (size 95.20 mm 0.1 S.2 mm thick mesh section (size 42.50 mm.2 Bronze colour sqm Tk. 32.10 mm. all aluminium members (total weight 12.991.7.665 kg/m). 26.3 Silver colour sqm Tk.7. 19.7.50 mm. 1. 4.7. 1.00 mm. sliding door mohiar. 14.PWD SoR 2014 for Civil Works Item No. 0. 14.1.7.564.509.20 mm. 0. 3.870 kg/m).2 Bronze colour sqm Tk.00 14. 1. 1.7.3 Silver colour sqm Tk. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification having 1.00 14.00 14. including all accessories like sliding door key lock.S colour sqm Tk.252.7.738 kg/m).3.1 S. sliding door neoprene.7. 13. 0.1 Size up to: 1524 mm x 1372 mm 14. 4.00 14. making grooves and mending good damages.2 mm thick outer top (size 95. 9.3 Silver colour sqm Tk.536 kg/m).7. 4.2.2 mm thick outer bottom (size 95.3 Size up to: 762 mm x 610 mm 14. 24.2 Bronze colour sqm Tk. 1.00 14.2 mm thick shutter lock (size 34. keeping provision for fitting fiber mesh including labour charge for fitting of accessories. 28. 26.2.S colour sqm Tk.40 mm.072.S colour sqm Tk. 0.424.S. fitting and fixing of Aluminium sliding composite window with mosquito mesh as per the U.3.460 kg/m). and electricity complete in all respect as per drawing and accepted by the Engineer.80 mm.7.678.143.00 mm.1.736 kg/m).00 14. 22 mm.00 14.00 . 1.7.79 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. 9.20 mm.2.00 14.2 mm thick shutter lock (size 49.7 122 Description of Item Unit Unit Rate Supplying. 1.661 kg/m).40 mm. sliding door wheel. 4. 0. 9.3. 0. 0.7.00 mm.1.2 Size up to: 1280 mm x 1372 mm 14. and electricity complete in all respect as per drawing and accepted by the Engineer. 1. bolts and nuts keeping provision for fitting 5 mm thick glass including labour charge for fitting of accessories. 0. 0.20 m 38.10 Supplying fitting and fixing of Aluminium corrugated curtain wall as per the U. fitting and fixing of Aluminium top hung/casement windows as per the U.36 mm.14 mm. 0.2 mm thick top and side (size 76.2 mm thick shutter lock (size 49. 26 mm. 1. 32.00 14.8.386. 1. complete in all respect as per drawing and accepted by the Engineer.531.2 mm thick bottom cover (size 37. fitting and fixing of Aluminium fixed composite window as per the U. 28.692 kg/m). 0. 1.912 kg/m).2mm thick top and side (size 76.20 mm. keeping provision for fitting 5 mm thick glass including labour charge for fitting of accessories. sliding door neoprene. 38.78 mm 31.1 S. 0.870. 36.86 mm.S.80 mm.395kg/m). 1.3 Silver colour sqm Tk. casement handle. and electricity complete in all respect as per drawing and accepted by the Engineer. 1.313 kg/m). 0.80 mm 0. making grooves and mending good damages.661 kg/m).15 mm.45 kg/m).9. 19. 0.2 mm. 9. and 1.2 mm thick casement outer (size 38.20 mm. sliding door mohiar. carriage. 27 mm.00 14.9.2 mm thick grouve cover ( size 57. 1.78 kg/m).422 kg/m).50 mm. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification having 1.78 mm. 26.25 mm thick shutter bottom (size 60 mm.8.2 mm thick outer top (size 75. 2. 0. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification having 1. 0.00 14.78 mm. sliding door wheel.20 mm. 0.10 mm.2 Bronze colour sqm Tk. 0.3 Silver colour sqm Tk.771. including all accessories like rivet.536 kg/m).2 mm thick outer side (size 75. 1.153 kg/m) and 1.90 mm. 1.57 mm.9.665 kg/m) 1.918.S. 15.912 kg/m).8 Supplying. 0. 0.2 mm thick sliding fixed side (size 31 mm.78 mm.00 14.S colour sqm Tk.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.2 mm thick grouve cover (size 57.2 mm thick outer bottom (size 75.S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification having 1. 1. making grooves and mending good damages. 9.2 mm thick bottom cover (size 37.8 mm thick spandrel (7. 0.188 kg/m) sections of all aluminium members will (total weight 7.15 mm. 1.3 kg/m) sections all aluminium members (total weight 12.PWD SoR 2014 for Civil Works Item No.695 kg/m).2 mm thick shutter top (size 33 mm. 15. 9.00 14. 2.736 kg/m).80 mm.629. 123 Description of Item Unit Unit Rate 14.2 mm thick grouve cover (size 76.1 S.40 mm. 1.2 mm thick inter lock (size 34. 26.20 mm.50mm. 0. 0.00 14. carriage. screws fixed neoprene etc. 31. Size up to: 1500mm x 2100 mm.9 mm thick casement shutter (size 47.10 mm.10 mm 0. 2. bolts and nuts including sealants.50 mm. 14.452 kg/m) and 1. .9 Supplying.62 mm.8. 57. 38.S colour sqm Tk.40 mm.87 mm.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. 24.584 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. 0. including all accessories 4-bar hinge.2 mm thick grouve cover (76. 14.80 mm.15 mm.616 kg/m). 26. 32 mm. 0.2 Bronze colour sqm Tk. including all accessories like sliding door key lock.245 mm thick shutter glass clip (size 15.313 kg/m). 1.10 mm. 2 Bronze colour sqm Tk.10.00 14. 6. 6.00 14. 38.10. 38. 14.11.726.1.PWD SoR 2014 for Civil Works Item No. complete in all respect as per drawing and accepted by the Engineer. 6.67 mm.2 Size up to: 3000 mm x 750 mm (Total weight 26.10 mm. 0.76 kg/m) and 2. nuts and bolts etc.S colour sqm Tk.830.2.1 S.2 mm thick bottom cover (size 76. 0.22kg/m) and 2.2 Bronze colour sqm Tk.1 S.265 kg/m) and inner inclined aluminium louver section fixed with above mentioned frame and all aluminium members (total weight 7.S colour sqm Tk.00 14. 0.00 14.10.2.12 Supplying fitting and fixing of Aluminium fixed louver as per the U.2 Bronze colour sqm Tk.3 Silver colour sqm Tk.136 kg) 14.5 mm thick grouve cover section (size 57.11. 4.546.11.06 mm.10.50 mm thick louver outer section (size 39. sealant. 3.231.2mm thick wall frame (size 76. 15.2.228 kg) 14.3 Silver colour sqm Tk.39 mm.12.00 14.15mm.961 kg/m) fixed with above mentioned frames and all aluminium members (Total weight 5.S colour sqm Tk. 3.2 thick top and side section (76. 4. 5 mm thick louver section (size 55.02 mm.622.10 mm. 4.12. complete in all respect as per drawing and accepted by the Engineer.707 kg/m). neoprene.021.606.00 14.S colour sqm Tk. 0.992 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.00 14. 0.10.11 Supplying fitting and fixing of Aluminium fixed fan light as per the U.1 S.10.10. 38. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification mm.313 kg/m) 1.3 Silver colour sqm Tk. 16 mm.405. including all accessories. neoprene.1. 5.2 Bronze colour sqm Tk.00 14.20 mm.3 Silver colour sqm Tk. 0.20 mm.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. 124 Description of Item Unit Unit Rate 14. 37.00 .00 14.2 mm. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification having 1. 6.1 S.80 mm.S.881.425 kg/m) and 1.657.12.10.1 Size up to: 3000 mm x 2100 mm (Total weight 50. 14. 0. nut and bolt etc. 6. 15.10 mm.1. including all accessories.143.00 14. sealant.00 14.S.388. 3. ) 1. screws . Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification having 1.14. 2mm curtain wall sub-mullim outer and inner frame. 1. 50 m x 50mm x 6m aluminium angle. sqm Tk.224. consumables. 50mm.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. screws .069. carriage. all complete in all respect as per drawing and direction of the Engineer in charge. gum bracket rod etc.) 1. all complete in all respect as per drawing and direction of the Engineer in charge. and electricity complete in all respect as per drawing and accepted by the Engineer.13 Supplying.9 mm thick casement shutter (size 47. all aluminium member will be powder coated with coal not less than 1. complete in all respect as per drawing and accepted by the Engineer. 1.4 6 mm thick reflecting glass sqm Tk. Unit Rate . 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.5 micron in thickness including all accessories 4 bar hinge casement handle. fitting and fixing in Aluminium door frames. 15 mm thick casement outer frame (size 38. including all accessories like wheel.6mm).2mm thick 38mm x 18mm aluminium outer frame.86 mm 36.14 Supplying. scaffolding etc. beam and wall surface providing with 44 x 44 x 1. rivets norton tape masking tape.00 14.PWD SoR 2014 for Civil Works Item No.00 14. structural sealant.2 5 mm thick tinted glass sqm Tk.16 Supplying.310.901.3 5 mm thick ambushed/ frosted glass sqm Tk. partitions and curtain wall distortion free glass of approved quality and shade including cost of fitting fixing all necessary accessories etc. 50mm. 28.2 mm thick shutter glass strips.15 Supplying. rivets norton tape masking tape.00 14.5 mm aluminum section including supply of necessary hardwares. 6. 1. END OF DIVISION FOURTEEN …………………. sqm Tk.2mm thick 38mm x 12mmmosquito net shutter frame (mesh section). making grooves and mending good damages. 28.1 5 mm thick clear glass sqm Tk. rubber.077. steel rowel bolt.57mm. 5.00 14.. 14. 15 mm thick casement outer frame (size 38.00 14. structural sealant.All aluminium members (total weight 12. sqm Tk. 1. fitting.238.14. all aluminium member will be powder coated with coal not less than 1.14. fitted with necessary accessories like rivet. 1.5 micron in thickness including all accessories 4 bar hinge casement handle.00 14.86 mm 36. 8. windows.14. 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 .00 …………………..2 mm thick shutter glass strips.9 mm thick casement shutter (size 47.6mm).00 14. 125 Description of Item Unit 14. fixing of Aluminium sliding fly proof Netting shutter as per the U. sqm Tk.62mm. 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 . all complete in all respect as per drawing and direction of the Engineer in charge. 50 m x 50mm x 6m aluminium angle. bolts and nuts keeping provision for fitting fiber mesh including labour charge for fitting of accessories.994. steel rowel bolt. Rowel bolt etc.62mm.17 Supplying. 2.57mm. 1.416.S. 2mm curtain wall sub-mullim outer and inner frame. sealent. gum bracket rod etc. screw. 1. electricity and other charges etc. (Cement: CEM-II/A-M). 149. Ground floor. columns. sqm Tk. Ground floor. sqm Tk. all complete in all respect as per drawing and accepted by the Engineer. 198.8 Rule pointing to brick wall with cement sand (F. fins and finishing the corners and edges including washing of sand cleaning the surface. Ground floor. 1. sqm Tk.(Cement: CEM-II/A-M)Ground floor.2) plaster (1:4) with fresh cement to wall both inner-and outer surface.M. electricity and other charges etc. scaffolding.M. 1. fins and finishing the corners and edges including washing of sand cleaning the surface.2) plaster (1:6) having with fresh cement to wall both inner-and outer surface. cornices. all complete in all respect as per drawing and accepted by the Engineer. finishing the edges and corners and curing at least for 7 days. louvers. POINTING WORK & LIME TERRACING Item No. columns. and necessary scaffolding curing at least for 7 days. Ground floor.00 15. cost of water. railings. railings.1 Minimum 12 mm thick cement sand (F. cost of water.00 15. electricity and other charges etc.PWD SoR 2014 for Civil Works Item No. all complete in all respect as per drawing and accepted by the Engineer. 263. (Cement: CEM-II/A-M).2 Minimum 12 mm thick cement sand (F. sqm Tk. electricity and other charges etc. (Cement: CEM-II/A-M).6 Minimum 6 mm thick cement sand (F. (Cement: CEM-II/A-M). electricity and other charges etc.M. electricity and other charges etc.2) plaster (1:3) with fresh cement to ceiling R. sqm Tk. Description of Item Unit Unit Rate 15.3 Minimum 12 mm thick cement sand (F.2) mortar (1:2) with fresh cement and raking out the joints. (Cement: CEM-II/A-M). 1.M. sunshades.M.2) plaster with neat cement finishing to dado (1:4) with cement up to 150 mm with neat cement finishing including washing of sand.C.5 Minimum 6 mm thick cement sand (F. cost of water. cost of water.C. Ground floor.C. 1.00 15.M. all complete in all respect as per drawing and accepted by the Engineer.00 15. louvers. scaffolding and curing at least for 7 days. all complete in all respect as per drawing and accepted by the Engineer. sqm Tk. drop wall. 1. 117. 1. 1.00 15. cost of water. sunshades. sqm Tk. cost of water. surface of stair case. scaffolding and curing at least for 7 days. 1. (Cement: CEM-II/A-M) Ground floor. curing at least for 7 days. (Cement: CEM-II/A-M).00 15. cost of water. all complete in all respect as per drawing and accepted by the Engineer.00 15. Ground floor. sqm Tk.7 Flush pointing to brick wall with cement sand (F. all complete in all respect as per drawing and accepted by the Engineer. 246. drop wall.M. scaffolding and curing at least for 7 days. finishing the corner and edges including washing of sand cleaning the surface. 186. 126 Description of Item Unit Unit Rate DIVISION 15 : CEMENT PLASTER. beams. surface of stair case.2) mortar (1:2) with cement including raking out the joints. cornices. electricity and other charges etc. 214. finishing the edges and corners and curing at least for 7 days. finishing the corner and edges including washing of sand cleaning the surface.2) plaster (1:4) with fresh cement to ceiling R. 191. all complete in all respect as per drawing and accepted by the Engineer. beams.00 .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. cost of water. scaffolding and curing at least for 7 days.4 Minimum 12 mm thick cement sand (F. electricity and other charges etc.C.M. rm Tk.12.00 15. 19 mm width placed at a distance approximately 25 mm center to center spacing.11. 174.2 Making groove in plaster on outside wall upto 38mm X 6mm size including scaffolding. 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. 18.015..M. 211. sqm Tk.00 15.2) mortar (1:4) fitted and fixed in position.(Cement: CEM-II/A-M) sqm Tk. all complete in all floors. complete as per drawing and accepted by the Engineer.1.3 Add for each additional floor above 9th floor sqm Tk.2) mortar (1:6) having minimum 12 mm thick cement sand (F.(Cement: CEM-II/A-M)Ground floor. 27. curing at least for 7 days. (Cement: CEM-II/AM) rm Tk. curing etc.00 15. finished with cement sand (F.14 Pre-cast ventilators of minimum 25 mm thick of any design with cement sand (F.83cubic meter (stone lime brought at site.12 Extra rate for plaster and all types of pointing shall be incorporated in the estimate 15..00 …………………. av. 91. 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.2) mortar (1:2) with fresh cement minimum 12 x 20 mm in size including raking out the joints and necessary scaffolding. curing etc. 22.777. 1. 1. electricity and other charges etc. 1.00 15. cleaning each and every brick.1 Making groove in plaster on outside wall upto 50mm X 6mm size including scaffolding. 1.00 15.2) plaster (1:6) including necessary scaffolding and curing. electricity and other charges etc. sqm Tk.M. cutting the bricks with pumic stone where necessary etc. rm Tk. fitting.PWD SoR 2014 for Civil Works Item No.9 Raised or tack pointing work to brick wall with cement sand (F.13 Average 100 mm thick finished lime terracing with 20 mm down graded first class brick chips (Khoa). 11..2) plaster (1:6) including scaffolding and curing at least for 7 days in all floors accepted by the Engineer.10 Providing drip course or Nosing at the edge of sunshade or cornice with cement sand (F.00 15. 1.M.1 Add for each additional floor up to 5th floor. cost of water. in all floors accepted by the Engineer.16 Supplying.15 75 x 75 mm cornice of brick masonry in cement sand (F.11. 12. Unit Rate .00 15. 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.M.00 15.M.00 15. cost of water. 1. complete in all respect accepted by the Engineer. 359. (Cement: CEM-II/A-M) Ground floor. (Cement: CEM-II/A-M) sqm Tk. surki from 1st class bricks and min lime content 500kg per 2. 17.12.2 Add for each additional floor from 6th floor to 9th floor sqm Tk. cum Tk. 127 Description of Item Unit 15.12. all complete in all respect as per drawing and accepted by the Engineer. END OF DIVISION FIFTEEN ………………….2) mortar (1:2) with fresh cement including scaffolding. curing at least for 7 days.00 15. all complete in all respect as per drawing and accepted by the Engineer.M. complete as per drawing and accepted by the Engineer. beating the same with standard „koppa‟ for minimum 7 days to gain maximum consolidation. 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. fixing of broken and sharp glass 19 mm to 32 mm height. rm Tk. removing the floating materials from the mixer. Tk. blue.00 16. complete in all respect in all floors and accepted by the Engineer. sqm.3 Cement Paint of approved quality and colour delivered from authorized local agent of the manufacturer in a sealed container. having highly water resistant. lime mixture prepared at least 12 hours before use.PWD SoR 2014 for Civil Works Item No. . sqm. electricity and other charges etc. stirring thoroughly. 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. all complete in all floors approved and accepted by the Engineer. 193.. oiling if necessary after white wash for all floors including cost of water. surface cleaning to free from all foreign materials before application of each coat.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. surface cleaning to free from all foreign materials before application of each coat.00 DIVISION 16 : WASHING. 18. made from water based powder mixed with water (1:1). high bondibilty. rubbing. oily substances. sqm. fungus. complete including cost of electricity. 183. windows. testing charges etc.2 Colour wash with yellow orchard/any other colour pigment by two coats over a prime coat of white wash. stirring thoroughly. algae etc. water and other changes etc. curing the same after six hours for 24 hours. removing the floating materials from the mixer. floors.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. doors.00 16. complete in all respect in all floors and accepted by the Engineer. complete in all floors and accepted by the Engineer.00 16.00 16. taking care and cleaning the surface fully from grease. providing necessary scaffolding and cleaning plinth. oil or dirt. Tk.1 White washing by three coats. 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.00 16. slacking stone lime. electricity and other charges etc. flexible. Tk. oiling if necessary after white wash for all floors including cost of water. old paints. rubbing. sqm. POLISHING & VARNISHING Item No. 128 Description of Item Unit Unit Rate Description of Item Unit Unit Rate 16. floors. Tk. 128. PAINTING. portions and ventilators by washing. portions and ventilators by washing. 20. using specific brand thinner applied by brass/roller/spray over a coat of priming elapsing time for drying including surface cleaning from dust. providing necessary scaffolding and cleaning plinth.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. finishing and polishing with sand paper and necessary tools. supply of gums. scaffolding. lime mixture prepared at least 12 hours before use. sqm. windows. Tk. DISTEMPERING. sand papering the surface before applying 1st and 2nd coat. sqm. 189. Tk. applying first coat. second coat applied and curing the same for 7 (seven) days etc. doors. lime wash. smoothening. supply of gums. blue. slacking stone lime. complete in all respect in all floors and accepted by the Engineer. sqm. grease. Tk. 129 Description of Item Unit Unit Rate 16.8. all complete in all floors accepted by the Engineer. removing all chalked and scaled materials. sand preparing the surface and necessary scaffolding.00 . wax. Tk. removing all chalked and scaled materials. all complete in all floors accepted by the Engineer. Lime putty to be applied as per manufacturer instructions approved and accepted by the Engineer.11 omitted 16. making free from dirt.7 Approved best quality and colour synthetic polyvinyl distemper delivered from authorized local agent of the manufacturer in a sealed container. fungus. fungus if required must be treated with fungicidal solution.2 Plastic emulsion paint of approved best quality and colour delivered from authorized local agent of the manufacturer in a sealed container. re-coating. 221. 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. flaking paints. all complete in all floors accepted by the Engineer. scraping all chalked and scaled materials. grease.9. all complete in all floors accepted by the Engineer. 218. mending good the surface defects.12 Textured paint of approved best quality and colour delivered from authorized local agent of the manufacturer in a sealed container. sqm. sqm. applying the paint by brush/roller and necessary scaffolding etc. all complete in all floors accepted by the Engineer. sand papering the surface and necessary scaffolding. smoothing by putty and necessary scaffolding. applying to wall and ceiling in two coats over a coat of brand specified primer or sealer including cleaning. 162.10 omitted 16. making free from dirt.00 16. polish. grease. fungus. fungus. wax. applied by brush/roller/spray etc.PWD SoR 2014 for Civil Works Item No. grease. 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. dirt.9. removing all chalked and scaled materials.00 16. 159.2 Acrylic emulsion painting (silky finish) of approved best quality and colour delivered from authorized local agent of the manufacturer in a sealed container. sqm. sand papering the surface and necessary scaffolding. making free from loose and flaky materials.00 16. Tk. applying to wall and ceiling including cleaning. dirt. removing all chalked and scaled materials. applied by brush/roller/spray etc.8. 578.1 Acrylic emulsion painting (silky finish) of approved best quality and colour delivered from authorized local agent of the manufacturer in a sealed container. sand papering the surface and necessary scaffolding.1 Plastic emulsion paint of approved best quality and colour delivered from authorized local agent of the manufacturer in a sealed container. mending good the surface defects. wax. drying. testing charges. removing all chalked and scaled materials.00 16. wax. flaking paints. all complete in all floors accepted by the Engineer. wax. wax.00 16. grease. sand papering the surface. drying. 147. grease. spreading by brush/ roller/spray etc. sqm. spreading by brush/ roller/spray etc. fungus. Tk. making free from dirt. sqm. 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. mending good the surface defects. elapsing specified time for drying. Tk. making free from dirt. Tk. mending good the surface defects. spreading by brush/ roller/spray etc. 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. mending good the surface defects. 293. all complete in all floors accepted by the Engineer.13 Chlorinated rubber paint of approved quality and colour delivered from authorized local agent of the manufacturer in a sealed container. etc. END OF DIVISION SIXTEEN …………………. Unit Rate . applying to concrete surfaces and walls in three coats elapsing specified time for drying and re-coating including cleaning.3 Matt sqm. 150. if required washing with weak detergent solution.2 Egg-shell sqm.00 …………………. all complete in all floors and accepted by the Engineer. Tk.15.00 16. 130 Description of Item Unit 16. sqm. applied with brush including cleaning oil. smoothening the surface by putty sand papering the surface and necessary scaffolding.. 149.15. finishing the surface. making free from dirt.15. fungus (if required must be treated with fungicidal solution) flaking paints. stripping out the colour straps.00 16.1 Yacht sqm.14 French polishing to door and window frames and shutters three coats over a coat of priming including putty. Tk. sqm. wax. mending good the surface defects. making dry. removing all chalked and scaled materials.00 16. Tk. cleaning finishing and polishing with sand paper etc. washing the surface with soap water/caustic soda. grease. 306. 147. applied by brush/roller/spray etc..PWD SoR 2014 for Civil Works Item No. dirt.00 16. 16. Tk.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. drying. sand papering. all complete in all floors accepted by the Engineer. Tk. grease. 0. 1. 832. rm.2 do. The surface having minimum 12 mm thick cement sand (F.M. back filling with fine sand (F. electricity. pipe. 0.00 17.. other charges accepted by the Engineer. Tk.00 17. electricity.00 17.M.with 300 mm dia (internal) R. consolidating and dressing. all complete in all respects as per type plan and accepted by the Engineer (average depth of trench is 3'-6"). 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. 0.3 Providing apron with 50 mm thick cement concrete (1:2:4) with cement. .4.C. dressing. 1.M. fitting fixing best quality 225 mm dia (internal) machine made R.2 Constructing surface drain of 600 mm (av.188.8) including finishing. 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.2) mortar (1:6) over av.00 DIVISION 17 : DRAIN AND APRON Item No.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. (Cement: CEM-II/A-M) rm.2) plaster (1:3) and neat cement finishing with cement curing at least for 7 days including excavation in all kinds of soil. materials for back-fill and bedding] rm.PWD SoR 2014 for Civil Works Item No.167. back filling with fine sand (F. laying. other charges etc.4. 75 mm thick cement concrete base (1:3:6) over one layer of brick flat soling.661.M. Tk. 9. curing at least for 7 days etc. 1. including cost of water. (Cement: CEM-II/A-M) rm.1 Supplying.. 1.) 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.00 17. 131 Description of Item Unit Unit Rate Description of Item Unit Unit Rate 17. (Cement: CEM-II/A-M) rm. (Cement: CEM-II/A-M) sqm.C. Tk.340.C. [Rate is excluding cost for excavation. complete and accepted by the Engineer. Tk. 911. complete and accepted by the Engineer.C. cutting and filling trenches up to required depth including excavation of soil etc.00 17. back-fill. electricity. cost of water. Tk. 1.5 Supplying. END OF DIVISION SEVENTEEN ………………….M. including cost of water.8). …………………. 2.2) 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. other charges etc. laying and fitting-fixing 900 mm dia RCC pipe of approved quality and accepted by the Engineer. all complete. Tk.8) consolidating and dressing. or beams by electric drill machine and mending good the damages. sqm. design and accepted by the Engineer. which do not cover the above item [Item No.00 DIVISION 18 : FALSE CEILING.00 18. electricity.00 18. Tk.PWD SoR 2014 for Civil Works Item No. scaffolding.360. 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. hooks. scaffoldings. fitting and fixing plain particle board as in itme 18.do . nails. nails etc. nails etc.379. sqm.751.12 mm thick particle board walling sqm. making holes in wall and mending good the damages. if any. accessories.2 .35N/mm2 . labour for installation. sqm. sqm. during execution of the work including cost and carriage of all materials. during execution of the work including cost of all materials.00 18. 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. moisture content not more than 10% . sqm. .6 of this schedule of etc. END OF DIVISION EIGHTEEN …………………. fitted and fixed to wall by plugs.2. 2.2 .00 18. if any.1 Supplying.. 1. Description of item is the same as in item No.00 18. screws. max swelling 8% . electricity charge.1.3 Supplying.2. Wire sqm. hooks. 1.3 Supplying.do . WALL PANELING Item …………………. screws. including treatment of inner surface with termite and damp proofing agent maintaining leveled and finished exposed faces including. screws.11 for ceiling of 12 mm for auditorium and other type of tall structures beyond 4 m up to 8 m.00 18. Tk. during execution of the work including. approved sample and accepted by the Engineer. 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. 2. 153(a) above. (All sizes of wood are finished) sqm.with 12 mm thick veneered board ceiling. 1. screws.692. Tk. including. bending strength 0. screws. Tk.1. painting 2 coats over a coat of priming with best quality and approved colour synthetic enamel as per item no 16. nails etc. labour for installation. maintaining straight lines and desired finished level a bottom face with vertical wooden strut as required including making holes in slabs.3. including French polishing 3 coats over a coat of priming as per item No.2 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.I.I. accessories.1 Supplying. 3.674. etc. Tk. nails etc. all complete as per design. scaffolding. 137 of the schedule etc. labour for installation. 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. Tk. electricity. all complete as per drawing design and accepted by the Engineer.860. nails. all complete as per drawing.1 Supplying. cost and carriage of all materials. 132 Description of Item Unit Unit Rate Description of Item Unit Rate 18.962.. accessories. fitting and fixing plain particle board complying unit wt 499 to 550kg/m3 . 2. screws etc.3. 153(a)]. Tk.2. 1.1. Tk.522. 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.00 18. If any. wire fixed to the ceiling by rowel plug. C. design and accepted by the Engineer. 133 Description of Item Unit Unit Rate Description of Item Unit Rate Manufacturing.S. 150 mm to 225 mm long 38 x 6 mm M.531. grease and finally placing the same in position in between 2 (two) Nos.S. angle as vertical member and 1" x 1/8" F.S. 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.S.2 -do.S flat bar scissors 525 mm/ 600 mm long provided in 3 rows including cutting the different M. 19.PWD SoR 2014 for Civil Works Item No.C.C. gate (double leaf) of any design and shape with 38 x 38 x 6 mm M.Collapsible gate made of 3/4" x 3/4" x 1/8" M. sqm.2 Manufacturing. and installation of ordinary type M. 4.S. sqm. lintel/roof slab. at the respective point including cutting holes and mending good the damages by pouring concrete (1:2:4) into the holes and finishing. welding.00 DIVISION 19 : COLLAPSIBLE GATE. rod placed vertically as per design. 38 x 6 mm F. providing required size wheels.I bar as scissors.S. providing 38 x 38 x 6 mm M.00 .1. including greasing.C. Tee rail made by welding 2 Nos.2. sqm.756.1 (Rate is excluding the cost of paint). Tk. bars placed horizontally and vertically all passing through the center. 5. (Rate is excluding the cost of paint).C. finishing. curing etc. supplying and fitting-fixing security door with 7/8” dia M. 50 x 6 mm M. sqm.S. supplying. pulling handles on both sides. sqm. at bottom part and top part (arrows) and also placed horizontally at bottom for interconnection of 16 mm dia M.C. rod and outer frame with 2” x 2” x ¼” M.S. the clamp being embedded in R. 50 x 50 x 6 mm M. etc complete. all complete as per drawing. curing etc.070.I. Tk. 38 x 6 mm F. fitting. GATE.C.S. fabricating. suitable locking arrangement. plate one for main gate and one for minimum 300 x 1025 mm pocket gate with 38 x 38 x 6 mm M. including riveting.S.S. M.I. 4.-do. Tk. core pillar with cement concrete (1:2:4) in masonry including cutting holes and mending good the damages. rod placed vertically @ 75 mm c/c.2.1. angle clamps fitted and fixed with the outer frame of the main gate.S. members to required sizes. painting two coats with approved quality of synthetic enamel paint over a coat of priming of anti-corrosive paint etc.S.Collapsible gate made of 1" x 1" x 1/8" M. flat bar clamps one end welded with the gate member and the other end bifurcated and embedded in C. painting 2 (two) coats with approved best quality synthetic enamel paint over a coat of anticorrosive painting.00 19.S. welding as and where necessary.3 -do. 10. Item 19. Tk. electrodes. Tk. flat bar fitted and fixed at top and bottom with R. floors and side wall with required Nos.00 19.I bar as scissors.1. sheet and fixed with 4 Nos.S. bars placed diagonally and 4 Nos. the top part covered with 18 BWG M. rod placed vertically @ 75 mm c/c. both end carriage.876.S. angle complete as per drawing and accepted by the Engineer. electrodes. or R. 3.1 Supplying. riveting with required size rivets. angle and 16 mm dia M. Angle outer frame having 16 mm dia M.-do. fixing. ROLLING SHUTTER ETC.00 19.S. providing locking arrangements on 3 mm thick M. angle as vertical member and 3/4" x 1/8" F.045. complete as per drawing and design and accepted by the Engineer. covering 50% of the gate area with 18 BWG M. curing and where necessary painting two coats with approved quality of synthetic enamel paint over a coat of priming of anticorrosive paint etc. the bottom part covered with 3 mm thick M.C.S.S. G. Tk. [Rate is excluding the cost of painting] sqm. pipe vertical member placed @ 75 mm c/c by welding at top and bottom of G.S. riveting. rod placed vertically @ 115 mm c/c. design and accepted by the Engineer.S.00 19. pipe gate of any design and shape having 38 mm dia G. angle outer frame and two 50 x 50 x 6 mm angle placed diagonally having 22 mm dia M.C. angle box (made by welding 2 Nos. and installation of ordinary type M.I.S. fitting. 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. fitting fixing with the outer frame of the gate the clamp being embedded in R.PWD SoR 2014 for Civil Works Item No.I. fixing and installation ordinary type M. pillars with cement concrete (1:2:4) including. all complete including making and providing 50 x 6 mm M. plate providing heavy type clamps fitted and fixed with the outer frame of the main gate.S. curing etc. providing 6 Nos. socket bolts etc.4 m pocket gate having its outer frame and inner vertical members made with 19 mm dia G. cutting the pipes in proper shape and size including making semicircular band at the corners of the outer frame without damaging the pipe.I. mending the damages.307. all complete as per drawing. 9. or R. core pillar with cement concrete (1:2:4) in masonry including cutting holes and mending good the damages. gate (double leaf) of any design and shape with 38 x 38 x 6 mm M. supplying. pipe including necessary locking arrangements. 134 Description of Item Unit Unit Rate 19.C core pillar with cement concrete (1:2:4) in masonry including cutting holes. fitting.S.S. etc. finishing.I. 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.3 Supplying. design and accepted by the Engineer.I. sheet providing locking arrangements on 3 mm thick M. 16 mm M.S. making provision for minimum 0. welding as and where necessary including necessary locking arrangement and providing 2 Nos. huskle domney with R.C.S. plates providing 38 x 38 x 6 mm M.61 m x 1. angle clamps. or R.S.C. pipes welded with vertical post. all complete as per design and drawing and accepted by the Engineer.C.S.C.I placed horizontally. cutting holes and mending good the damages. 7. Tk.991. sheet. pipe outer frame and 19 mm dia. 5.C. including fabrication.5 Manufacturing.00 19.4 Supplying. Painting the gate with 2 (two) coats of synthetic enamel paint over a coat of anti-corrosive priming. finishing.00 .007. rail and 38 mm wheel for smooth movement of the gate etc. and also 38 x 6 mm F. providing also two extra horizontal 38 mm dia G. welding as and where necessary. [Rate is excluding the cost of painting] sqm. Tk. all complete as per drawing.C. 38 x 38 x 6 mm angle) outer frame having 25 x 50 x 25 x 5 mm M. pipe frame. sqm. the clamp being embedded in R. fixing. security gate of any design and shape with 50 x 50 x 6 mm M. fitting and fixing G. channel (made by welding 2 Nos.I. Supplying.00 ………………….S. carriage. locked together properly to form rolling shutter. nutted with 38 mm G.C. fitting and fixing of rolling shutter of any design and shape made of 24 SWG G. [Rate is excluding the cost of painting] sqm. top of the shutter to be fitted with circular spring box made of 22 BWG sheet. 135 Description of Item Unit 19. finishing. complete in all respect accepted by the Engineer.P. containing best quality spring made in China. finishing.00 19. curing etc.. bar 25 x 6 mm and locking arrangement in both sides.I. curing. welding. rolled in machine. cost of electricity. Tk. providing handle with F. END OF DIVISION NINETEEN …………………. 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.I. mending good the damages. which is again fitted to 25 x 25 x 3 mm angle. fixing of ordinary type M.I. plate with 2 x 19 x 3 mm F.S. painting two coats with approved colour and brand of synthetic enamel paint over a coat of priming etc. middle channel consist of 2 x 150 mm x 6 mm M. bottom end of shutter fitted to folded G. workshop charges. pipe at one end and the other end nutted to shutter including fitting the G.P. sqm. welding as and where necessary. including fabrication. Tk. bar.C.S. etc. plate with 2 x19 mm x 6 mm fixed to wall or column with clamps embedded in R.7 Manufacturing. 5.6 Supplying. cutting grooves.PWD SoR 2014 for Civil Works Item No. folding gate with 12mm x 12mm MS square solid bar and 25 mm x 25mm x 6 mm MS Angle box frame including fabrication.865. part by cement concrete (1:2:4) including cutting holes (minimum 3 x 25 mm x6 mm) mending the damages. sheet unit minimum 69 mm width having 10 mm and 12 mm dia circular folding at ends.. riveting. all complete as per drawing.300. 4. design and accepted by the Engineer. sheet (min 125 mm width in two layers). Unit Rate . fitting.I. (Exposed area of railing will be considered for measurement. 7.I. box in each tread) made by thorough welding of 2 Nos. 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. rate is excluding cost of polishing and painting) sqm Tk.932.479. angle.I. (Exposed area of railing will be considered for measurement. bar in inclined plain with the top of the box fit in the grooved wooden rail and 2 Nos.1 Supplying. all complete and accepted by the Engineer.2 With the provision of hand rail of size: 112 x 62 mm (finished) sqm Tk. 2 (two) coats of synthetic enamel paint of approved quality over a prime coat etc. fitted and fixed by necessary screws. mending good the damages with cement concrete (1:2:4). fitting and fixing stainless steel (SS) stair railing of standard height with 2 mm thick 2. Placing the pipes vertically @ 125 mm c/c (1 Nos.I pipe stair railing of any standard height of any design and shape with 50 x 50 x 6 mm M. 3. pipe hand rail of any design including polishing painting etc.I. 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. applying first class polish to hand rail.471.S.I bar and square box with 2 (two) coats of synthetic enamel paint of approved quality and colour over a prime coat etc.C. bar on the top of G.467.S. supplying.C. rate is excluding the cost of pain.I. plate at the base of 12 mm dia G.I. 3.(Exposed area of railing will be considered for measurement.(Exposed area of railing will be considered for measurement. fitting and fixing stair railing of standard height of any design and shape with square box (2 No.008. 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. pipe to provide wooden/G.273. in each steps) 150 mm embedded into the R.4 Supplying.I. bar on the top of G. rate is excluding cost of hand-rail and cost of painting).I. complete in all respect for all floors and accepted by the Engineer. 25 x 25 x 5 mm M. all complete and accepted by the Engineer.00 20.C.00 20. pipe hand rail of any design including polishing painting etc.00 20. in each steps) 150 mm embedded into the R. 2. wood for railing) sqm Tk. angle box in inclined plain parallel to the hand rail etc.S. plate at the base of 12 mm dia G. Pipe and fitted and fixed by welding.S. pipe to provide wooden/G.1 With the provision of hand rail of size: 150 x 62 mm (finished) sqm Tk. Placing the pipes vertically @ 125 mm c/c (1 Nos. 19 x 19 x 3 mm M. fitting and fixing 12 mm dia G. fitting and fixing 12 mm dia G.00 . fitting and fixing stair railing of any standard height of any design and shape with square box (2 Nos. wood for railing) 20. sqm Tk.1 Manufacturing.I.C. 1.2 Manufacturing.S.C tread of stair case after cutting grooves and mending good the damages with C.I. 136 Description of Item Unit Unit Rate DIVISION 20 : STAIR & VERANDAH RAILING AND NOSING Item Description of Item Unit Rate 20. sqm Tk.PWD SoR 2014 for Civil Works Item No.00 20.I.00 20.C tread of stair case after cutting grooves and mending good the damages with C.3.5” dia pipe for hand-rail as per drawing and accepted by the Engineer. and providing 38 x 6 mm F. and providing 38 x 6 mm F. angle to provide hand-rail.5. in each tread) made by thorough welding of 2 Nos. bar inclined plain with the top of the box to fit in the grooved wooden rail by necessary screws including cutting grooves in concrete. 225 x 25 mm finished section of wooden strip fitted and fixed at mid height of railing at both side of M. rate is excluding the cost of pain.3.3 Supplying. Pipe and fitted and fixed by welding. 6.I pipe stair railing of any standard height of any design and shape with 50 x 50 x 6 mm M. finished in all respect for all floors and accepted by the Engineer. supplying. fixing and finishing and the same with C. 137 Description of Item Unit Unit Rate 20.00 20.5.C. 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. Pipe hand rail sqm Tk.3 Providing 1" x 1" x 1/4" size M.7..206.S.00 20. 1.2 Providing nosing 1.7 Providing noising to the Nose of tread of stair including supplying 3 Nos. .2 .5" x 1.5" x 1.4 Providing 1.6 Supplying. of 75 mm long 12 mm x 3 mm F.with 50 mm dia G. 25 mm and 20 mm diameter stainless steel pipes as per approved design and accepted by the Engineer.00 20.5" x 1/4" M. 325. rm Tk.I.7. 3. sqm Tk.S. fitting and fixing verandah railing with 2mm thick 50 mm. angle to the nosing of steps of staircase rm Tk. 376. angle to the nosing of stair case. rm Tk. angle to the nosing of steps of stair case.7. 11.00 20. 20.C.25" x 1/4" M.S.1 Providing 1.00 20.00 ………………….391. END OF DIVISION TWENTY ………………….do . cost of electricity all complete and accepted by the Engineer. 276..C.PWD SoR 2014 for Civil Works Item No. (1:2:4) etc.I.972.5" x 1/4" brass angle to the nosing of steps of stair case rm Tk.25" x 1.7. 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. or R.S. all complete as per drawing and accepted by the Engineer. Welding the said F.929. bar @ 150 mm c/c placed vertically after cutting as per required measurement. pillar or core wall up to 375 mm depth after cutting grooves in wall/pillar including mending good the damages with C. 25 x 25 x 6 mm angle by welding).I. complete and accepted by the Engineer.C.I. fitting and fixing M. painting 2 coats of synthetic enamel paint over a coat of anti-corrosive priming etc. fitting and fixing 8 lines of barbed wire horizontally (fixed with the post through 6 mm dia. 38 x 38 x 6 mm M. 2.I. 4.C.S.S. 1.238. bar with 2 Nos. footing reinforced with 5 Nos. 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.00 21.2 Supplying.PWD SoR 2014 for Civil Works Item No. fitting and fixing M. rod placed @ 110 mm c/c diagonally on both direction. tube (angle box) post (bottom end bifurcated) made by thorough welding of two Nos.C. 10 mm dia rod both ways) supplying. 10 mm dia main rod and 6 mm dia stirrups @ 150 mm c/c.43 m c/c.1 Supplying.3 Manufacturing. (Rate is excluding the cost of painting) sqm Tk. BARBED WIRE FENCING Item Description of Item Unit Rate 21.5 Providing barbed wire fencing with R. and of section 100 mm x 100 mm at top and 150 mm x 150 mm at bottom of 2.C. and 0. angle and inner members having 6 mm dia M. all complete as per design.00 21.S.) including 150 mm thick. 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. supplying. angle and vertically placing the post into C.L.L. all complete as per drawing. rods embedded in to the post) and 2 lines diagonally from post to post with 12 BWG 2 ply barbed wire. (1:2:4) and finishing.C. foundation and paint) sqm Tk.S.00 21. 932. horizontal 30 x 6 mm F.C. (Rate is excluding the cost of angle box post and its installation and excluding the cost of paint) sqm Tk. foundation including cutting angle to required shape and size including covering the top of the post with 6 mm thick M.470. supplying. 138 Description of Item Unit Unit Rate DIVISION 21 : GRILL FENCING.37 m above G.C. (Rate is excluding the cost of concrete and reinforcement which is to be paid as per corresponding items in the schedule) sqm Tk.(Rate is excluding the cost of painting) sqm Tk./R. 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. 2 coats of approved synthetic enamel paint over a coat anti-corrosive paint etc.13 m total height (1. bar placed one at top and another at bottom including embedding/fixing the horizontal F. bar in position including cutting grooves in wall up to 150 mm depth and mending good the damages with C. (Rate is excluding the cost of C. 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.00 .C.4 Manufacturing. complete as per drawing and design and accepted by the Engineer. grill fencing as per design with outer frames having 38 x 38 x 6 mm M.00 21.C. 450 mm square spread footings (pillars reinforced with 4 Nos. 139. horizontal 25 x 25 x 6 mm angle box (made with 2 Nos.C. (1:2:4) finished with two coats of painting with synthetic enamel paint over a coat of anti-corrosive paint etc. drawing and accepted by the Engineer. fitting and fixing steel grill fencing in boundary wall of any design and shape with 31 x 6 mm F. 38 x 38 x 6 mm angle by welding) provided 1800 mm c/c including embedding the tube box post in brick R.S. plate etc. curing.76 m below G.I.C (1:2:4) pillars @ 2.C. 7 Supplying. Unit Rate . (Rate is excluding the cost of R.(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 Tk.L. 139 Description of Item Unit 21.00 …………………. diagonal lines of 12 BWG 2 ply barbed wire with 4 points barbs @ at least 112 mm c/c in each way of 1.C. END OF DIVISION TWENTY …………………. 4 points) in fencing work @ 150 mm c/c in both horizontally and vertically.6 Providing barbed wire fencing with average 100 mm dia best quality local bullah post of 1. which is to be paid as per corresponding items in the schedule) sqm Tk.S.37 m above G.4 m c/c including straightening. fitting and fixing 12 BWG barbed wire (2 ply. 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.L. 760. horizontal lines and 2 Nos. 0. in /c supplying of all necessary materials complete in all respect and accepted by the Engineer.C or brick work or C.G. stretching the wires and fixing with the post with the help of minimum 62 mm long G.00 21.I.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. nails including supply of all materials etc. angle post (300 mm embedded in R. and min. 240. supported by 38 x 38 x 6 mm M.C.60 m embedded in the ground) placed at 1800 mm c/c with 9 Nos.C. all complete and accepted by the Engineer.PWD SoR 2014 for Civil Works Item No. binding the joints with 18 BWG wire making holes in the angle etc.C...98 m total height (1. complete and accepted by the Engineer. carrying. cord drum and support.1 Supplying.3 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. fitting and fixing 10mm thick clear tempered glass door including all accessories 1 set maintenance auto closed special quality 2 nos clamping device.4 Supplying.270.8 Supplying. bars welded with vertical post. straightening. 1 set locking device. and painting and 5 mm thick glass panes all complete and accepted by the Engineer. 140 Description of Item Unit Unit Rate Description of Item Unit Rate 22. all complete and accepted by the Engineer. protector bit (double) in/c all accessories etc. rod till. sqm Tk. handling cord and aluminium foils etc.6 Supplying. nails etc. drilling etc. cord. drilling.S plate welded as cup shape at the bottom of post.7 Supplying. supplying and fitting rivets. head cap.00 22. 3. sqm Tk.I.PWD SoR 2014 for Civil Works Item No. gear box. all complete and as per drawing and direction of the Engineer in Charge. fitting. fitting and fixing of C. support and cap. protector bit (single). bottom rail.5 mm x 6. bottom cap. fixing of steel iron rack made of 50 x 50 x 6. sqm Tk. stick. 552. 44mm. welding 63. (Rate is excluding the cost of polishing and painting etc.00 DIVISION 22 : MISCELLANEOUS ITEMS Item . and head cap-set etc. and two coats of French polishing over a coat of priming etc.35 mm F. nails. complete in all respect as per drawing and direction of the Engineer in Charge.00 22. 12. cord-weight weight-plate plastic washer. 1.00 22. cutting. 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). cord equalizer. rm Tk. 38 x 6.075. 9. top holder. ladder. and excluding the cost of wooden frame. charge for wielding. electric drill and rowel plug including charge of electricity etc. end cap-set. cord lock. painting/polishing.7 mm thick M. ball chain. spacer (link). 1. 54. Handling cord.I. glass fiber fabrics. fitting and fixing 10mm thick clear glass partition with 44mm. 646. 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.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. top hinge and handle etc.) rm Tk.35 mm cross F. sigger (stopper) runner.334. design and accepted by the Engineer. rm Tk.35 mm vertical and horizontal angle post.00 22. all complete and accepted by the Engineer.5 Supplying.00 22. sqm Tk. 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. all complete and accepted by the Engineer.2 Supplying. bar placed horizontally as bracing for the posts. sqm Tk.655. 13. rod till. 1.5mm aluminium box. in required sizes etc in all respect as per drawing.238. bracket.00 22.00 22. link chair. 22.13.1 6'-6" x 2'. fire resistivity properties etc. providing new sash (4"). fixing of uPVC plastic door or window frame having specific gravity 1.1. curing.2 With 5 mm glass each Tk.6" size 8 mm thick uPVC swing door shutter each Tk. Physical.419.. window and fixed partition frames applications having specific gravity 1. fitting.5 mm / partition with 5 mm thick glass.38 mm. 12 Nos.431. 3" hinges 4 Nos. 2.95 mm x 127 mm clamp.6" size 8 mm thick uPVC swing door shutter each Tk.15 mm.. steel clamps complete in all respect as per drawing and accepted by the Engineer. 6" handle 2 Nos.11 Supplying.1 760 mm x 1980 mm uPVC plastic shutter (hollow).1. 2.4 mm SS screws.12 Supplying. rm Tk.00 22. fixing of uPVC hollow or solid plastic door shutter having specific gravity 1. GI clamp. as per BSTI approved manufacturer standards or ASTM. thermal. G.00 22. inner joint GI clamp. fire resistivity properties etc. finishing.17 mm and 3. etc. rubber.00 22. 25 mm dia 1 no SS haspbolt. fixing swing door shutter made of low density free foam (LDFF) sheet having standard size 4' x 8'. chemical. providing partition with 156 x 25 mm uPVC hollow section having wall thickness 2.3 910 mm x 2130 mm uPVC plastic shutter (hollow).9 Supplying fitting. carriage etc complete in all respect accepted by the Engineer.00 .I inner joint 234. fitting. 3. and other physical.259.PWD SoR 2014 for Civil Works Item No. fitted and fixed in brick wall or R.7 mm-2. outer GI joint clamp. thermal.C. 3.10.35 . chemical.11. weighing 1.00 22. GI clamp. 25.2 760 mm x 2130 mm uPVC plastic shutter (solid).35 .762. curing.55-0. SS hinges by min 64 Nos. 4" tower bolt 2 Nos. as per BSTI approved manufacturer standards or ASTM. 146 mm SS handle by rivet 2 Nos.82 kg/m2 with at least 3 Nos. Ø 3.11. 3. 16 Nos. as per BSTI approved manufacturer standards or ASTM.2 mm. 22. special type round lock. chemical. rivet making necessary grooves and mending good the damages. rm Tk. BS/ISO/IS standards including all accessories fittings with 6 Nos.13.2 7'-0" x 2'. each Tk.45.13 Supplying. 150 mm long SS tower bolts 2 Nos. fire resistivity properties etc of the materials as per BSTI approved manufacturer standards or ASTM. Ø 9.68 g/cm3. 3.00 22.00 22. BS/ISO/IS standards of different sizes fitted fixed with uPVC plastic door frame weighing 5.00 22.00 22. 4 Nos.10 Supplying. 9.7 mm long rivets. carriage etc complete in all respect and accepted by the Engineer. and other physical.10. 439. Physical properties: density: 0.683. BS/ISO/IS standards fitted and fixed in brick wall/ R. carrying the same to the site and local carriage etc. 141 Description of Item Unit Unit Rate 22. each Tk. thickness 1.97 mm 12.43.10. complete in all respect accepted by the Engineer 22. 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. 8. thermal.3 kg/sft.1 With partition uPVC hollow section each Tk. fire resistivity properties etc.557.00 22.36-1. fitting.45. each Tk.C wall with 6 Nos. 76. and other physical. fixing of uPVC Profile for door.C wall with 6 Nos. 4Nos inner joint GI clamp. including all accessories complete in all respect as per drawing and accepted by the Engineer.. 16 Nos. rivet making necessary grooves and mending good the damages.027. screws. sliding glass bead. each Tk. BS/ISO/IS standards.4 990 mm x 2130 mm uPVC plastic shutter (solid). chemical. thermal.369. 248.2 mm x 57. finishing.10.. 2 Nos. outer GI joint clamp.C. 2 Nos. fitting. carries etc complete in all respect accepted by the Engineer sqm Tk. complete in all respect accepted by the Engineer sqm Tk.00 22.293.16. weighing 1. partition frame.2 uPVC sliding window without glass 4'-0" x 4'-0" sqm Tk. steel clamp accepted by the Engineer.358 kg/sft fitted and mending good the damages. END OF DIVISION TWENTY TWO …………………. carriage etc.16. Unit Rate .00 22.17 Supplying.19 Supplying.740.3 kg/sft (including glass) fitted and mending good the damages. carries etc complete in all respect accepted by the Engineer..13. sqm Tk.00 22. carriage to the site including glass bead. 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.129. fixing of uPVC Profile fixed partition with 5 mm clear glass. 142 Description of Item Unit 22. 13.00 22.119.14 Supplying fitting fixing of plastic wall paneling with 3 mm sheet. 22. sqm Tk.PWD SoR 2014 for Civil Works Item No. fitting. fitting.00 …………………. 3.1 uPVC sliding window with 5 mm glass 4'-0" x 4'-0" sqm Tk. 9.00 22.15 Supplying. weighing 0.16 Supplying.00 22. weighing 0.. 1.00 22. 1. sqm Tk.188 kg/sft fitted and mending good the damages.18 Supplying.032 kg/sft fitted and mending good the damages. rubber. 3. 5 mm clear glass fitted and fixed with screws. and fitting and fixing 50 mm thick rock or glass wool padding of approved quality and accepted by the Engineer. 4.3 7'-0" x 3-0 size 8 mm thick uPVC swing door shutter each Tk.509. fitting. fixing of plastic wood paneling in false ceiling with 6 mm sheet.374.388. fixing of uPVC profile sliding window having gross weighing 1. 3.147. 4 For each additional lift of 0. 10. 7. 20.5 m cum Tk. spares and maintenance etc.5 m and up to 3 m cum Tk.1 For initial lead of 30 m and lift of 1. 458.3 m or part there of beyond initial lead 30 meter cum Tk.2 Bailing out water by 1 cusec electricity operated pump including hire charge of pump.1.77 23. spares and maintenance etc.1.00 ………………….3 m beyond 3 m and up to 4.30 23. complete.PWD SoR 2014 for Civil Works Item No. fuel.5 Extra each additional lead of 0.1. 23. complete Per hour Tk. 373. 143 Description of Item Unit Unit Rate Unit Rate DIVISION 23 : EXCAVATION OF TANK Item Description of Item 23.. 5.1 Bailing out water by 1 cusec diesel operated pump including hire charge of pump. .00 23. 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. operator. fuel.3 For each additional lift of 0.5 m and up to 6 m cum Tk.00 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.24 23.1.3 m beyond 1. END OF DIVISION TWENTY THREE ………………….84 23. operator.2.1.5 m cum Tk.3 m beyond 4.. breaking clods. Per hour Tk. ramming and leveling.2. 142.2 For each additional lift of 0. 93.6 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.00 24. 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.50) etc.5 m up to 2. 0.5 m up to 4. 38.6 For additional lift of 1 m beyond 5. 189. 601.00 24.2 Earthwork in box cutting in all types of soil. 142. removing earth.5 m cum Tk. profiling etc.50) including filling the joints with the same sand including cost of all materials and accepted by the Engineer. ramming. 126.5 m in all kinds of soil including cutting and throwing earth in layers not exceeding 150 mm in thickness.4 For additional lift of 1 m beyond 3. 744. 0. 0. refilling and ramming the sides properly including cost of all materials and accepted by the Engineer. sqm Tk. Removing soil to a safe distance.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.5 m cum Tk. watering till the grass grown including all leads and lifts etc.1.2 Depth up to 1‟-6” / 450 mm sqm Tk. 0. 54. 173.1 For initial lift of 1.5 m up to 5.7 Brick on end edging (75 mm across the road) with first class or picked jhama bricks and filling the gaps with fine sand (F. 111. sqm Tk.2 For additional lift of 1 m beyond 1.M.2. breaking clods up to 40 mm size in each layer. 158. dressing and compacting the sub grade as per drawing and accepted by the Engineer 24.5 Brick on edges pavement in herring bone bond (HBB) with first class or picked jhama bricks as per alignment.1.4 Single layer brick flat soling in road work with first class or picked jhama bricks as per alignment.5 For additional lift of 1 m beyond 4.00 24.00 24. true to level and grade.50) including cutting trenches.00 .5 m cum Tk.5 m cum Tk.00 24.5 m cum Tk. sqm Tk.00 24.5 m up to 3.1.00 24. bailing. leveling and dressing as per required side slope and alignment with earth borrowed from the road side Govt.00 24.3 Creating turf on the side slopes and top of embankment with good quality turf not less than 225 mm square chunk.M. sqm Tk. complete and accepted by the Engineer.1 Depth up to 1-0” / 300 mm sqm Tk. camber and grade including filling joints with sand (F.2.3 For additional lift of 1 m beyond 2.M. 13. rm Tk.1.1 Earth work in road embankment up to a lift of 1.5 m cum Tk.1. camber and grade including leveling.M. 144 Description of Item Unit Unit Rate Unit Rate DIVISION 24 : ROAD AND PAVEMENT WORKS Item Description of Item 24.PWD SoR 2014 for Civil Works Item No. maintaining proper alignment.1. 368.5 m up to 6.00 24.00 24. camber and grade over 12 mm thick sand cushion (F. complete and accepted by the Engineer. 24.00 24.00 24. complete including cost of all materials and accepted by the Engineer. 00 kg of heated bitumen (bitumen content % wt. 1. picked jhama or first class bricks and bats having compacted thickness made as per specifications including local handling and spreading uniformly to proper grade.046. cum Tk.5” – 1.00 24.068.M. 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.12 cum sand (F. camber and super elevation. lubricants. cum Tk. flakiness index not greater than 35 @ 0. 3.379.2% to 5.00 24.12 38 mm thick compacted premixed bituminous carpeting with 10 mm down well graded stone chips having water absorption not greater than 2%.1.12 cum sand (F.64 cum of stone chips mixed with 42 kg of heated bitumen (bitumen content % by wt.50) on 10 sqm surface etc. heating at 135 0c 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. NB: If Asphalt Plant is used rates will be increased by 25%. maintenance. 858. 613.2% to 5.00 24.2% to 5.M.172. first class bricks or bats including cost of bricks and bats and stacking in measurable sizes at site accepted by the Engineer 24.80%) heating at 1350C to 1550C and spread uniformly over 10 sqm of surface.00 24. of total is 5. spares.80%). all complete and accepted by the Engineer.10 Providing compacted sub-base base course with well graded metal of crushed well burnt p.80) @ 12 m3 per m2 including fuel. 1. NB: If Asphalt Plant is used rates will be increased by 25%.50) on 10 sqm including tools and equipment etc. driver etc.j. all complete and accepted by the Engineer in charge. 0. heating at 135 0C 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. hand packing. rolled with 8 to 10 ton Roller compacted fully in proper grade and camber spreading 0.11 50 mm thick compacted premixed bituminous carpeting with 12 mm down well graded stone chips having water absorption not greater than 2% flakiness index not greater than 35 @ 0.50) on 10 sqm surface etc.00 24.1 For 62 mm to 40 mm / 2.PWD SoR 2014 for Civil Works Item No.13 25 mm thick compacted premixed bituminous carpeting with 10 mm down well graded stone chips having water absorption not greater than 2% flakiness index not greater than 35 @ 0. 626.00 . sqm Tk.32 cum of stone chips mixed with 22.00 kg of heated bitumen (bitumen content % by wt.2 For 40 mm to 25 mm / 1. maintenance.32 cum of stone chips mixed with 22.M. all complete and accepted by the Engineer.80%).8. driver etc.9 Labour for compacted water bound Macadam base course with graded metal of crushed well burnt.8) with mixing proportion 2 : 1 having compacted thickness made as per specification including local handling.5” – 1” size cum Tk. spares.00 24.8. 1. / 1st class brick bats and sand (FM 0.8 Breaking picked jhama. 3. 145 Description of Item Unit Unit Rate 24. sqm Tk. of total is 5. 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. 3.M. spreading uniformly to proper grade camber and super elevation. NB: If Asphalt Plant is used rates will be increased by 25%. of total is 5. all complete and accepted by the Engineer.5” size cum Tk. sqm Tk. all complete and accepted by the Engineer. lubricants. road surface.00 24. of total is 5. rolling the suface with min 8 ton power driven roller etc.00 24.12 cum sand (F. all complete and accepted by the Engineer.80%).00 24. sqm Tk.50) on 10 sqm surface including necessary tools and equipment etc. 87. of road surface including supplying and spreading of 0.50) on 10 sqm surface including necessary tools and equipment etc. 737. 0. oil or dirt. 104. 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 0.16 25 mm thick compacted premixed bituminous carpeting with 10 mm down graded and well grades shingles @ 0. flexible.2% to 5.32 cum of shingles mixed with 20. 235. NB: If Asphalt Plant is used rates will be increased by 25%.M.2% to 5.M. all complete and accepted by the Engineer.17 Providing tack coat @ 7. sqm Tk. sqm Tk. 495.00 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.48 cum of shingles mixed with 30. NB: If Asphalt Plant is used rates will be increased by 25%. 1.64 cum of shingles mixed with 42 kg of heated bitumen (bitumen content % by wt.50) on 10 sqm etc.32 kg of bitumen per 10 sqm including heating bitumen up to 1760C to 1880C and spreading etc. 2.09 cum per 10 sqm.54 kg of bitumin per 10 sqm. Rolled with 8 to 10 ton Roller compacted fully in proper grade and camber spreading 0. spreading with proper camber. of total is 5. sqm Tk.5) @ 0. all complete and accepted by the Engineer.80%) heating at 135 0c to 1550c and spread uniformly over 10 sqm of surface. 885.1.12 cum sand (F.18 Providing seal coat with 4 cft of Sylhet sand (FM 2. heating at 135 0c 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 0.00 24.09 cum of sand (F. using specific brand thinner applied by brass/ roller or others over a coat of priming elapsing time for drying including surface cleaning from dust.00 .20) with heating bitumen upto 176 degree to 196 degree celsius. 146 Description of Item Unit Unit Rate 24.PWD SoR 2014 for Civil Works Item No. all complete and accepted by the Engineer. finishing necessary tools etc. sqm Tk. high bondability. of total is 5.15 38 mm thick compacted premixed bituminous carpeting with 12 mm down well graded shingles @ 0.-1. all complete and accepted by the Engineer. all complete (cost of bitumen included) accepted by the Engineer. surface blinding with dry sand (F.2) mixed with @ 7. all complete in approved and accepted by the Engineer.M. NB: If Asphalt Plant is used rates will be increased by 25%.00 24.00 24.20 Providing bitumenous painting with 4.50 kg of heated bitumen (bitumen content % by wt.19 Premixed bituminous seal coat with 0.32 kg of bitumen per 10 sqm of road surface including supplying and spreading of 0. grade. sqm Tk. 223.80%).80) including heating bitumen up to 176 degree to 190 degree Celsius and spreading etc.25 kg of heated bitumen (bitumen content % by wt. 186. all complete (cost of bitumen included) accepted by the Engineer.14 50 mm thick compacted premixed bituminous carpeting with 12 mm down well graded shingles @ 0.M. sqm Tk.12 cum sand (F.M. smoothening. surface rolling with min 8 ton power driven roller etc.12 cum of pea gravels mixed with 80 kg of bitumen per cum of pea gravels and laid over 10 sqm. sqm Tk.2% to 5.09 cum of sand (FM 1. spreading coarse sand over the joint.M.22 147 Description of Item Unit Providing expansion joints across the R.C. 24.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.. 2.S rod placed at 750 mm c/c.V.. Supplying dowel bars of size 12 mm dia 600 mm long M. pipe embedded in the slab. rm ………………….00 . drawing and accepted by the Engineer. END OF DIVISION TWENTY FOUR ………………….PWD SoR 2014 for Civil Works Item No. 317. filling the gap between the slabs (with admixture) of hot bitumen and coarse sand (F.5) in proportion (2:1) finishing the top with bitumen. Unit Rate Tk. all complete as per plan. inside of pipe fully greased.C. road pavement with 20 mm gap between the adjacent panels. 9 Supplying and providing. sqm Tk. 7.10 25. all complete and accepted by the Engineer. all complete and accepted by the Engineer.5 Supplying well decomposed cow dung carried by trucks or any other means including loading. all complete and accepted by the Engineer. breaking earth clods to powder by hammers.8 Labour charge for mixing well decomposed cow dung with alluvial loamy silty soil and excavated earth. fixing bamboo jafry fencing by best quality muli bamboo split 20mm in width. all complete and accepted by the Engineer.PWD SoR 2014 for Civil Works Item No.4 Supplying of best and approved quality alluvial loamy silty soil including loading. picking up all sorts of rubbish.70 25.00 25. washing the grass. properly stacking at site including supply of tools and plants etc. picking up all sorts of bricks bats.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. mowing the lawn grass by lawn mower up to two months after plantation. 115. 364. 4.1 Labour charge for scraping lawn surface up to 38 mm thick by spade. 567. removing the excess earth to safe distance including supply of tools and plants etc. all complete and accepted by the Engineer.7 Supplying lawn grass of approved quality by truck or any other means.29 sqm including supply of tools and plants etc. all complete and accepted by the Engineer. sorting the grass to proper size. dressing the same including supply all necessary tools and plants etc. sqm Tk. all complete and accepted by the Engineer.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. rubbish by suitable tools. cum Tk. 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.00 25. cum Tk. fitting. cum Tk. weeding the undesirable grass.00 DIVISION 25 : ARBORICULTURE WORK Item . unwanted grasses by suitable tools.00 25. 15. digging hole and filling back etc. 41. sqm Tk.183. cum Tk. sqm Tk. 148 Description of Item Unit Unit Rate Description of Item Unit Rate 25. 1.00 25. 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. unloading at both ends. sqm Tk.00 25.6 Labour charge for spreading the alluvial loamy silty soil from the stacks at site on the lawn surface. irrigation of lawn area till the grass grown at least for two months after plantation. all complete and accepted by the Engineer. leveling. 107. applying urea fertilizer on the lawn surface @ 1 kg per 9.00 25. dibbling the grass 6 mm to 50 mm apart. stacking the same at site including supply of tools and plants etc. unloading at both ends. carrying and spreading the surplus earth into low lying area including supply of tools and plants etc.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. 110.00 25.14 Carrying of rubbish. applying cow dung mixing with loamy silty soil and excavated earth.00 25. loading and unloading at both ends including supply of tools and plants etc. 149 Description of Item Unit 25. sqm Tk. loamy silty soil. 111. loading and unloading at both end stacking the same at site including supply of tools and plants etc. sqm Tk. brick-bats and rubbish gravel chips.PWD SoR 2014 for Civil Works Item No. cum Tk.10 Supplying and providing. tightened with 1800 mm long borrak bamboo post with jute rope including supply of tools and plants all complete and accepted by the Engineer.00 25. Unit Rate .. 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.12 Spading for preparation of flower beds in pits up to 600 mm depth. each Tk. 378. each Tk. all complete and accepted by the Engineer.5 mm dia muli bamboo at site. taking up all sorts of bricks. 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. 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.00 25. all complete and accepted by the Engineer. END OF DIVISION TWENTY FIVE …………………. all complete and accepted by the Engineer.00 25. each Tk. 481. planting the plants. 364.00 ………………….11 Earth work in excavation to make a pit of 600 x 600 x 450 mm (depth) for plantation. loading and unloading at both end stacking the same at site including supply of tools and plants etc. 183. picking up and placing and removing the spaded earth to a safe distance. fitting. each Tk. 20 mm wide bamboo split in both sides tightened with G.00 25.15 Supply and carrying of 12.16 Supply and carrying of 7.I wire fitted with 3 Nos. 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.13 Preparation of hedge beds by excavation of earth up to 300 mm depth filling up the bed by a mixture of cow dung. all complete and accepted by the Engineer..20 m long 100 mm dia borrak bamboo at site. 171. re-molding.62 m long 50 mm to 62. 1 Standard 26. in all floors including making holes wherever required and mending good the damages and fitting.1. 490 x 190 x 350 mm in size. 26.1.1. in/c plastic seat cover.1.2.5kg each Tk. plastic seat cover and preparing the base with cement concrete and with wire mesh or rods.00 26.3.2 BISF Coloured each Tk.3 BISF Special coloured Item No.3.00 26. 700 x 410 x 795 mm. 8.00 26.5 kg each Tk. 7.1. fixing finishing etc.2 BISF Coloured Item No. complete with all necessary fittings and connection approved and accepted by the Engineer.1 Standard 26. 150 Description of Item Unit Unit Rate Unit Rate DIVISION 26 : SANITARY & WATER SUPPLY WORKS Item Description of Item 26.259.096. 700 x 410 x 795 mm.2.5kg each Tk.2. 3.2 Super 26. 13. fitting and fixing European type glazed porcelain low-down.1.1. 115A/415A. capacity 10 liter. preparing the base with cement concrete and with wire mesh or rods if necessary. complete with all necessary fittings and connection approved and accepted by the Engineer.3.1.3.1.00 26. on walls by screws and F.3.698.2. approximately 14 kg by weight.1.20 26.2.1 Standard 26. bar clamps. finishing etc.3 Special coloured 700x370x795 (+/-).2. 700 x 410 x 795 mm.1 Supplying.3 Supplying.5kg each Tk. making holes wherever required and mending good the damages and fitting.1. if necessary.2 BISF Coloured each Tk.00 26. 7.679.1 White.I.5kg each Tk.3.175. fitting and fixing European type glazed porcelain commode "S" type 465 x 340 x 415 mm in size. 3. fixing finishing etc.31.00 26.840. 115A/415A.3.907.242. 3.66 26. fitting and fixing European type glazed porcelain Combi closet. 32. 115A/415A. 2.1 BISF White. 2. 26.1 BISF White each Tk. approximately 14 kg by weight. 2.3 BISF Special coloured each Tk.242.30 .468.1 BISF White each Tk.1.5kg each Tk.3. 700x370x795 (+/-). 32. 16.31.00 26. cystern system. in all floors including making holes wherever required and mending good the damages and fitting.3 BISF Special coloured each Tk. 32. 26.00 26.091.31. complete with all necessary fittings and connection approved and accepted by the Engineer.1.047. rowel plugs. fixing.2. 10.00 26.2 Supplying.2 Coloured 700x370x795 (+/-). Item No.PWD SoR 2014 for Civil Works Item No. 6 Supplying.00 26. 26.4.1. made of Vitreous China and preparing the base of pan with cement mortar (1:4) and with wire mesh or rods.1 White each Tk. 1. 540x470x290 16kg each Tk. 15.4.4 Supplying.2 Super 26.5 Supplying.3. if necessary in all floors including making holes wherever required and mending good the damages and fitting.00 26. 20.3 Superior 26. 1. 151 Description of Item Unit Unit Rate 26. fitting and fixing European type glazed combi closet.00 26. long pan with foot-rest.190.585x445x290 mm 12. fitting and fixing Bangladesh pattern.00 26.3 Special coloured 700x360x785.502.2 Coloured each Tk. complete with all necessary fittings and connection approved and accepted by the Engineer. 30.1 White .3 Special coloured each Tk. finishing complete with all necessary fittings and connection approved and accepted by the Engineer.6.00 26.2 Coloured 700x360x785.5.2. subject to approval by not less than SE) 26.36(+/-)36. approx.661.36(+/-)36.228.5kg each Tk.00 26.1 Standard 26.585x445x290 mm 12. 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.2.5kg each Tk. 2.5. in all floors including making holes wherever required and mending good the damages and fitting. finishing etc. fixing.3.3 Special coloured 540x470x290 16kg each Tk.1 BISF White approx.1.3 BISF Special coloured approx.1 White.152.3. 700x360x785.3.36(+/-)36.5kg each Tk. 42. 26.1.585x445x290 mm 12.106.in/c plastic seat cover. 27.1 Standard 26.2 Coloured 540x470x290 16kg each Tk.00 26. finishing etc.525x295x285. 5. fixing.5 kg each Tk. preparing the base with cement concrete and with wire mesh or rods if necessary.971.5.2 BISF Coloured approx.7kg each Tk.725x360x840 mm size. 2.00 26.6. fixing. 2.( an exclusive item. 30.1 BISF White approx.044.023. 3.3.607.7 kg by weight.5.902.60 26.3. cystern system.5.00 26.00 . 21. approx.00 26. 1.5.5 kg each Tk.1.3.353.5 kg each Tk.90 26. complete with all necessary fittings and connection approved and accepted by the Engineer.869.PWD SoR 2014 for Civil Works Item No. fitting and fixing Bangladesh pattern long pan.4.5.5.2. 390. 9.017.10 BISF-213 White.97 26.9. 6kg each Tk.1.5kg each Tk. fixing. 10.03 26. 1.9. screws and mending good the damages.14 BISF-214 Coloured 465x340x180. 1.2 BISF-204 Coloured 600x465x225.1.10kg each Tk.6. 2.9.10kg each Tk. 26.00 26.1 BISF-204 White.410.10 26.22 26.249. 450x405x180.1.6 BISF-211 Special coloured 595x430x190.5 kg by weight including fitting.1.10kg each Tk.1 Standard 26. 1. all complete approved and accepted by the Engineer. fitting and fixing plastic low-down including all fittings and accessories each Tk.00 26.9.9.68 .375.9.13 BISF-214 White 465x340x180. 2. complete with all necessary fittings and connection approved and accepted by the Engineer. 7kg each Tk.9.997.4 BISF-211 White.9.12 BISF-213 Special coloured 450x405x180. 2.372.1.989. 2.1.9 BISF-212A Special coloured 510x450x203. 152 Description of Item Unit Unit Rate 26.1. 174.07 26.16 BISF-217 White 535x465x210.9.5kg each Tk.2 Coloure omitted each 26. 600x465x225.00 26.1.14kg each Tk. 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. 6kg each Tk.9 Supplying.5 BISF-211 Coloured 595x430x190. 1.9. 1.9. 7kg each Tk.14 26.5kg each Tk.1.18 26. 2.5kg each Tk. Brackets.8 Supplying 280x140x30mm size glazed porcelain foot rest.1.10 26. 1.1. 9.9.69 26.3 Special coloured omitted each 26.655.62 26.00 26. 1. fixing the same in position with heavy type C.712.I.997.1. 9. 30 mm dia PVC waste water pipe with brass coupling (not exceeding 750 mm in length).14kg each Tk.9.00 26. 1. 7kg each Tk.7 BISF-212A White. basin waste with chain plug including making holes in walls and floors and fitting with wooden blocks. 2. finishing etc.15 BISF-214 Special coloured 465x340x180.937. finishing etc.1. 1.065.3 BISF-204 Special coloured 600x465x225.595x430x190. fitting and fixing white glazed vitreous W/H Wash Basin including excluding pedastal.261.450.1.PWD SoR 2014 for Civil Works Item No.1. each Tk.7 Supplying.283.6.9.9.29 26.72 26. 1. 2. 6kg each Tk.359.1.9.11 BISF-213 Coloured 450x405x180.8 BISF-212A Coloured 510x450x203.9.14kg each Tk.510x450x203. 1. 1 Super 26.1.921. 34kg each Tk. all complete approved and accepted by the Engineer.6kg each Tk.I.5kg each Tk. screws and mending good the damages. 7. 1.17 26. basin waste with chain plug.20 BISF-216 colored 500x450x210. 10.1 White each Tk. 9.3 Special coloured each Tk.10 Supplying. 26. 650x485x870.00 26.84 26. 32 mm dia C.642. Brackets. screws and mending good the damages with cement mortar (1:4).240.00 26.9. 26kg by weight including fitting.9.00 26. basin waste with chain plug including making holes in walls and floors and fitting with wooden blocks. 2.00 26.5kg each Tk. glazed vitreous W/H Wash Basin in/c pedastal approx. 12mm plastic lead (connection) pipe with brass coupling.1.2 Coloured : approx. 650x485x870. etc. 153 Description of Item Unit Unit Rate 26.98 Corner Basin 26. 26.10. 32 mm dia PVC waste water pipe with brass coupling (not exceeding 750 mm in length).2 Coloured each Tk.754.11.1.19 BISF-216 White 500x450x210.5kg each Tk.5kg each Tk.11.10. white glazed vitreous W/H Wash Basin in/c pedastal and fitting. 2.712.P.798.9. 30 mm dia PVC waste water pipe with brass coupling (not exceeding 750 mm in length).1 Superior 26. 34kg each Tk.9.049.00 26.825. 7.1.1.10. 13.99 26.I.22 BISF -207 White 420x370x200. finishing etc. 34kg each Tk. with rowel plug and screws etc.11.236.5kg each Tk.12 Supplying.1.1. fixing the same in position with heavy type C. 8.10. 1. 7.3 Special coloured : approx.785.6kg each Tk. all complete approved and accepted by the Engineer.1.6kg each Tk. 7. all complete approved and accepted by the Engineer.23 BISF -207 colored 420x370x200. 2. . 7.9. 7.56 26.965. 1.89 Cabiet Basin 26. 2. 2. fixing the same in position with heavy type C.1. size 656x510x845.200.11.1 White: approx. bracket including making holes in walls and floors and fitting with wooden blocks.1.18 BISF-217 Special coloured 535x465x210.00 26. 12.17 BISF-217 Coloured 535x465x210.17 26.24 BISF -207 Special Colored 420x370x200. 7.9. 5.017.424.21 BISF-216 Special colored 500x450x210.11 Supplying.9.PWD SoR 2014 for Civil Works Item No. fitting and fixing basin pedestal.1. 10.9.75 26. brackets. 650x485x870. 13. 154 Description of Item Unit Unit Rate 26. 670x186x170.2 Super 26.406.3.12.798. 3.3 Special color approx 445x355x330.164. 2. 12 mm dia brass stop cock including mending good the damages with cement mortar (1:4) etc.553. approx.1 White approx 445x355x330.3 Superior 26.13.12.186. 6. 2.12. 6.281.2 Coloured approx. 6. 3.00 26.13.201. 6.00 26.1.00 26.13.00 26.00 26. 670x186x170. 1.2. 9.0kg each Tk.5kg each Tk. 6.2.00 26.12.2.1 Standard 26.2 Super 26. all complete approved and accepted by the Engineer.00 26. 10kg each Tk.1 Standard 26.00 26.PWD SoR 2014 for Civil Works Item No. 4.00 26.13.333. 1. 670x186x170.137.12.12. fitting. 32 mm dia PVC flush pipe with brass coupling.12.0kg each Tk. 1.957.5kg each Tk.13 Supplying. 12 mm dia plastic connection pipe with brass coupling. fixing the same in position after making holes in walls and floors. 670x186x170.5kg each Tk.5 kg by weight with flushing inlet fitted in cement mortar (1:4) with painted cast iron body: one gallon capacity. 6.13.2 BISF -White approx485x360x290. providing 32 mm dia plastic waste pipe with brass coupling up to grading below.13.1 White approx.2.00 26.2 colored approx 445x355x330. 1.3.913.5kg each Tk.3. 9.3 BISF -Special coloured approx.5kg each Tk.485x360x290. 485x360x290.13. 6.1.5kg each Tk. 670x186x170.12. 9. 3. 12 mm dia plastic lead (connection) pipe including mending good the damages with 1:4 cement mortar etc.12.2 Coloured approx. 670x186x170.418.1.2.5kg each Tk.1. all complete approved and accepted by the Engineer.072.3 Special coloured approx.091.14 Supplying.5kg each Tk.1 White approx.12. 2.0kg each Tk. 9.3 Special coloured approx. . 26. fitting and fixing glazed vitreous standing bowl urinal. automatic flushing cistern in each group etc. 10kg each Tk. 6.00 26. fitting and fixing glazed vitreous china flat or squatting urinal 510x380x85mm in size. 670x186x170. 2. 4. 3.00 26.00 26.3 BISF -Coloured approx.00 26.12. 2.1.2 BISF -Coloured approx. 670x186x170.192.00 26.2.12.1 BISF -White approx. 6.5kg each Tk. including 12 mm brass controlling valve. 670x186x170. 10kg each Tk.1.4 BISF -Special coloured approx. P. all complete approved and accepted by the Engineer. all complete approved and accepted by the Engineer. 12 mm dia C.00 26. 19.603.20 Supplying. finishing etc.P. 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.17 Supplying.P.18 Supplying.1 BISF -White 635x 480x195. fitting and fixing . 40 mm dia C.14.2 BISF -Coloured 635x 480x195. (Made in Japan or equivalent) each Tk. Towel rail of 600 mm long and 20 mm in dia with C.00 26. fitting and fixing super quality 600 x 125 mm coloured glass (plate) shelf having 5 mm thickness with fancy C. 786.21 Supplying.P.14. all complete approved and accepted by the Engineer.P.P.00 26.817. 40 mm dia C.22 Supplying.15. 40 mm dia. (Malaysia / Singapore / Thailand made or equivalent) each Tk.00 26.15 Supplying. bib-cock 40 mm dia C. all complete approved and accepted by the Engineer. 2. 7.596. chain plug.258. (Made in Japan or equivalent) each Tk.5kg each Tk. 19. fitting and fixing super quality C. 4.P. 1. fitting and fixing double bowl stainless steel sink with sink tray with heavy type CI or steel brackets 12 mm dia C. 637. each Tk.2 BISF -Coloured each Tk. waste.P.00 26. (Malaysia / Singapore / Thailand made or equivalent) each Tk. fitting and fixing single bowl stainless steel sink with sink tray size (450 x 1050 mm.00 26.00 26. C. holder including making holes in walls and mending good the damages with cement mortar (1:4) etc. 26.19 Supplying. all complete approved and accepted by the Engineer. brackets. chain plug. all complete approved and accepted by the Engineer.P.porcelain sink fitted and fixed with heavy type C. brackets. 1.P.3 BISF -Special coloured each Tk.00 26. 1.495. 3. waste. each Tk. 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. brackets.00 26.) with heavy type CI steel brackets 12mm dia C.00 26.524. finishing with 1:4 cement mortar etc.16 Supplying. each Tk.14.P.I. screws and frames including making holes in walls and mending good the damages with cement mortar (1:4) etc. 40 mm dia PVC waste pipe with brass coupling (750 mm length) including making hole in walls and floors and mending good the damages.PWD SoR 2014 for Civil Works Item No. 40 mm dia PVC waste pipe with brass coupling (750 mm length) including making hole in walls and floors and mending good the damages. screws and frames including making holes in walls and mending good the damages with cement mortar (1:4) etc. 155 Description of Item Unit Unit Rate 26. 689. 1. chain plug.5kg each Tk. 40 mm dia C. waste.15. fitting and fixing of 450 x 600 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. 621. bib cock.090. all complete approved and accepted by the Engineer. fitting and fixing super quality 600 x 125 mm white glass (plate) shelf having 5 mm thickness with fancy C.P.00 26. all complete approved and accepted by the Engineer.1 BISF -White each Tk.549.00 . 26. 406. 335.26.00 26.4 Stainless steel soap tray each Tk. 26. 227.3 Porcelain soap tray (coloured) each Tk. 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.00 26. 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.P.00 26. all complete approved and accepted by the Engineer. 321.28 Supplying.25. 26. all complete approved and accepted by the Engineer.00 26.P. 156 Description of Item Unit Unit Rate 26.do . each Tk. all complete approved and accepted by the Engineer. 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.24.26. 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.24.2 BISF colored each Tk.Standard size. 375. all complete approved and accepted by the Engineer. 345.P iron bracket with plastic holder rod.00 26.00 26.25.00 26. each Tk.27 Supplying.2 colored : depth along wall 155 each Tk.26.00 26.1 BISF white each Tk. each Tk.29 Supplying.25 Supplying.25.26 Supplying.23 Supplying.2 Porcelain soap tray (white) each Tk.Standard size stainless steel bracket and holder rod with cover. 192.00 26. C. 537. 26. each Tk. fitting and fixing standard size soap tray including making holes in walls and mending good the damages with cement mortar (1:4) etc. 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. each Tk.00 26. all complete approved and accepted by the Engineer. each Tk. soap tray each Tk.25. all complete approved and accepted by the Engineer. 198.P.00 26. 211.2 . Towel rail of 600 mm long and 20 mm in dia with C. holder including making holes in walls and mending good the damages with cement mortar (1:4) etc.00 26. 581.00 26. fitting and fixing medium quality C.do .00 . 743. 145. 340.1 white:depth along wall 155 each Tk.PWD SoR 2014 for Civil Works Item No.24 Supplying.1 C.3 . all complete approved and accepted by the Engineer. clamps and nails etc.00 26.5 mm.31 Supplying 100 mm inside diameter best quality uPVC rain water down pipe fitting. waste and ventilation pipe having specific gravity 1. bar or equivalent.4. as per BSTI approved manufacturer standards or ASTM. BS/ISO/IS standards fitted and fixed in position with sockets. wall thickness 3.0 mm. approved and accepted by the Engineer (length: 6000 mm each). spigot diameter 80 mm. thermal. 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.85 kg fitted and fixed in position with sockets thickness min 6. internal depth min 75 mm. rm Tk. tee. offset. tee.00 26. 2. thickness 6. thickness 6.5 mm. offset. waste and ventilation pipe each piece having over length 1800 mm. rm Tk. complete in all floors approved and accepted by the Engineer.00 26. bends. clamps and nails etc. and other physical.I. fixed in position with head and shoes. waste and ventilation pipe each piece having over length 1800 mm.5mm. ears flange length min 150 mm.4. bead's outside diameter min155 mm. trap. complete in all floors approved and accepted by the Engineer. spigot diameter 117 mm. off-set.45. 739. and including all accessories such as round grating/domed roof grating bands.32 Supplying 50 mm inside dia HCI soil. internal depth min 100 mm bead's outside diameter min 200mm. weight min 24. rm Tk. bends.1. clamps and nails etc. chemical. offset. thickness 6. wall thickness 2.00 . tee. clamps and nails etc. sockets etc.00 26.00 26. sockets approved and accepted by the Engineer. min. spigot diameter 117mm.35 . rm Tk. bends. ears flange length min 208 mm.30 Supplying 100 mm inside diameter HCI rainwater down pipe. waste and ventilation pipe each piece having over length 1800 mm. rm Tk. trap. tee. thermal.35 Supplying 50 mm inside dia best quality uPVC soil.45. weight min 12 kg fitted and fixed in position with sockets thickness min 8. 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. bar or equivalent. 1.20 mm width F.640.3.0 mm. SOIL WASTE AND VENTILATION PIPES 26. of uPVC Pipe with all accessories such as Round grating /domed roof grating bands. waste and ventilation pipe having specific gravity 1. chemical. rm Tk.813. sockets etc. bends. rm Tk. Bar clamp and nails.I.33 Supplying 100 mm inside dia HCI soil. 446.35-1. with all accessories such as Round grating/domed roof grating bands. ears flange length min 258 mm. fire resistivity properties etc. internal depth min 68 mm.34 Supplying 150 mm inside dia HCI soil. approved and accepted by the Engineer (length: 6000 mm each).864. 1.I. weight min 41kg fitted and fixed in position with sockets thickness min 7mm. complete in all floors approved and accepted by the Engineer. bends. BS/ISO/IS standards fitted and fixed in position with sockets. as per BSTI approved manufacturer standards or ASTM.5 mm. fitting and fixing in position with head and shoes. 157 Description of Item Unit Unit Rate RAIN WATER DOWN. bead's outside diameter min 90 mm.PWD SoR 2014 for Civil Works Item No. trap. 642.5mm.36 Supplying 100 mm inside dia best quality uPVC soil. and other physical. caulking clearance min 9 mm produced in foundry grade pig iron fitting and fixing in position including head and shoes. complete in all floors accepted by the Engineer. fire resistivity properties etc. trap. 962.5 .00 26. PWD SoR 2014 for Civil Works Item No. 158 Description of Item Unit Unit Rate 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 Tk. 1,073.00 26.38 Supplying, fitting and fixing G.I. pipe conforming to the standard BS-1387 & BDS1031, 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, minimum Tensile 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 with 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 Tk. 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 Tk. 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 Tk. 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 Tk. 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 Tk. 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 Tk. 1,083.00 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 Tk. 1,541.00 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 Tk. 1,899.00 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 Tk. 2,520.00 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, 4.4.2 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) PWD SoR 2014 for Civil Works Item No. 159 Description of Item Unit Unit Rate 26.39.1 12 mm dia wall thickness 2.8 mm - 3.3 mm rm Tk. 152.00 26.39.2 19 mm dia wall thickness 2.9 mm - 3.4 mm rm Tk. 200.00 26.39.3 25 mm dia wall thickness 3.4 mm - 4.0 mm rm Tk. 214.00 26.39.4 32 mm dia wall thickness 3.6 mm - 4.2 mm rm Tk. 277.00 26.39.5 37 mm dia wall thickness 3.7 mm - 4.3 mm rm Tk. 325.00 26.39.6 60 mm dia wall thickness 3.9 mm - 4.5 mm rm Tk. 411.00 26.39.7 75 mm dia wall thickness 4.8 mm - 5.5 mm rm Tk. 546.00 26.39.8 88 mm dia wall thickness 3.5 mm - 4.1 mm rm Tk. 674.00 26.39.9 114 mm dia wall thickness 4.5 mm - 5.2 mm rm Tk. 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, 4.4.2 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) 26.40.1 12 mm dia wall thickness 2.8 mm - 3.3 mm rm Tk. 246.00 26.40.2 19 mm dia wall thickness 2.9 mm - 3.4 mm rm Tk. 344.00 26.40.3 25 mm dia wall thickness 3.4 mm - 4.0 mm rm Tk. 353.00 26.40.4 32 mm dia wall thickness 3.6 mm - 4.2 mm rm Tk. 528.00 26.40.5 37 mm dia wall thickness 3.7 mm - 4.3 mm rm Tk. 650.00 26.40.6 50 mm dia wall thickness 3.9 mm - 4.5 mm rm Tk. 1,077.00 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 Tk. 406.00 26.41.2 19 mm dia wall thickness 2.9 mm - 3.4 mm rm Tk. 470.00 26.41.3 25 mm dia wall thickness 3.4 mm - 4.0 mm rm Tk. 439.00 26.41.4 32 mm dia wall thickness 3.6 mm - 4.2 mm rm Tk. 780.00 26.41.5 37 mm dia wall thickness 3.7 mm - 4.3 mm rm Tk. 983.00 PWD SoR 2014 for Civil Works Item No. 160 Description of Item 26.41.6 50 mm dia wall thickness 3.9 mm - 4.5 mm 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 Unit Unit Rate rm Tk. 1,725.00 H.C.I pipe 100 mm dia rm Tk. 1,561.00 26.42.2 H.C.I pipe 150 mm dia rm Tk. 2,089.00 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 Tk. 553.00 26.43.2 uPVC soil pipe 150 mm dia wall thickness 4.0 mm - 4.5 mm, rm Tk. 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 Tk. 864.00 26.44.2 R.C.C pipe of 225 mm dia with thickness 40mm rm Tk. 1,347.00 26.44.3 R.C.C pipe of 300 mm dia with thickness 50mm rm Tk. 2,213.00 26.44.4 R.C.C pipe of 375 mm dia with thickness 50mm rm Tk. 2,843.00 26.45 Supplying 100 mm dia uPVC pipe for waste including fitting, fixing etc. all complete approved and accepted by the Engineer. rm Tk. 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 Tk. 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 Tk. 1,459.00 26.46.3 Supplying 250 mm dia uPVC for underground laying including fitting, fixing etc. all complete approved and accepted by the Engineer. rm Tk. 2,019.00 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 Tk. 2,463.00 PWD SoR 2014 for Civil Works Item No. 161 Description of Item 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. 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 Unit Unit Rate rm Tk. 3,368.00 12 mm dia G.I. Union each Tk. 104.00 26.47.2 20 mm dia G.I. Union each Tk. 136.00 26.47.3 25 mm dia G.I. Union each Tk. 163.00 26.47.4 32 mm dia G.I. Union each Tk. 209.00 26.47.5 40 mm dia G.I. Union each Tk. 302.00 26.47.6 50 mm dia G.I. Union each Tk. 357.00 26.47.7 62 mm dia G.I. Union each Tk. 659.00 26.47.8 75 mm dia G.I. Union each Tk. 843.00 26.47.9 100 mm dia G.I. Union each Tk. 1,166.00 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 Tk. 321.00 26.48.2 20 mm brass gate valve each Tk. 521.00 26.48.3 25 mm brass gate valve each Tk. 617.00 26.48.4 32 mm brass gate valve each Tk. 876.00 26.48.5 40 mm brass gate valve each Tk. 975.00 26.48.6 50 mm brass gate valve each Tk. 1,631.00 26.48.7 62 mm brass gate valve each Tk. 3,277.00 26.48.8 75 mm brass gate valve each Tk. 4,386.00 26.48.9 100 mm brass gate valve each Tk. 7,171.00 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 Tk. 321.00 26.49.2 20 mm dia brass Globe valve each Tk. 454.00 26.49.3 25 mm dia brass Globe valve each Tk. 753.00 PWD SoR 2014 for Civil Works Item No. 162 Description of Item Unit Unit Rate 26.49.4 32 mm dia brass Globe valve each Tk. 1,150.00 26.49.5 40 mm dia brass Globe valve each Tk. 1,350.00 26.49.6 50 mm dia brass Globe valve each Tk. 2,020.00 26.49.7 62 mm dia brass Globe valve each Tk. 3,341.00 26.49.8 75 mm dia brass Globe valve each Tk. 4,582.00 26.49.9 100 mm dia brass Globe valve each Tk. 6,279.00 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 Tk. 357.00 26.50.2 20 mm brass check valve each Tk. 425.00 26.50.3 25 mm brass check valve each Tk. 617.00 26.50.4 32 mm brass check valve each Tk. 876.00 26.50.5 40 mm brass check valve each Tk. 1,035.00 26.50.6 50 mm brass check valve each Tk. 1,631.00 26.50.7 62 mm brass check valve each Tk. 2,797.00 26.50.8 75 mm brass check valve each Tk. 3,845.00 26.50.9 100 mm brass check valve each Tk. 6,211.00 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 Tk. 337.00 26.51.2 20 mm brass Float valve each Tk. 444.00 26.51.3 25 mm brass Float valve each Tk. 494.00 26.51.4 32 mm brass Float valve each Tk. 835.00 26.51.5 40 mm brass Float valve each Tk. 1,113.00 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 Tk. 1,109.00 26.52.2 100 x 100 mm or 100 x 50 mm size HCI Y or T-Y Cleanout each Tk. 1,249.00 3. complete approved and accepted by the Engineer 26.00 26.867.53. each Tk.00 26.57. bends. chemical.00 26.00 26.4 50 mm dia uPVC Y or T . 1. fitted and fixed in position with sockets. 491. 2.934.1 12 mm CP Concealed fixed cock each Tk. BS/ISO/IS standards.54.2 12 mm CP Concealed moving cock each Tk.00 26. complete approved and accepted by the Engineer.431.00 26. 26.53.52.59 Supplying.1 Supplying.55 Supplying.2 Supplying.Y Cleanout each Tk.404.PWD SoR 2014 for Civil Works Item No. complete approved and accepted by the Engineer 26.2 12 mm Special quality CP bib cock each Tk.57.Y Cleanout each Tk. 1. 4.00 26. 669.00 26.56 Supplying.56.54. and other physical. 921.00 26.4 50 mm dia size HCI Trap each Tk.00 26. fire resistivity properties etc.56. fitting and fixing best quality CP pillar cock etc. Supplying. fitting and fixing best quality faucets etc. fitting and fixing CP Single Handle Basin Mixture with all necessary hardware and consumables approved and accepted by the Engineer.3 12 mm Twin inone bib cock each Tk. each Tk.7 mm .55.2 12 mm CP special heavy duty pillar cock each Tk. each Tk.3.53.1 12 mm CP bib cock each Tk. sockets etc.063. fitting and fixing CP Shower Mixture including Shower Head only with all necessary hardware and consumables approved and accepted by the Engineer. fitting and fixing best quality concealed fixed sink cock etc.54.35 -1.45.572.52.00 26. 1.54. thermal.1 12 mm CP medium quality pillar cock each Tk.53. with all accessories such as Round grating/domed roof grating bands. fitting and fixing CP Shower Mixture including Shower Head and faucet with all necessary hardware and consumables approved and accepted by the Engineer. 682. 840.00 26.4 mm. 195. wall thickness 2.55. 575.3 100 mm dia uPVC Y or T . 1. 490.00 26.3 150 x 150 mm or 150 x 100 mm size HCI T-Y or Y Cleanout each Tk. complete approved and accepted by the Engineer 26.00 26.00 26. 967. as per BSTI approved manufacturer standards or ASTM. each Tk. 163 Description of Item Unit Unit Rate 26.2 100 mm dia uPVC „P‟ or „S‟ trap each Tk.58 Supplying. 978. fitting and fixing CP Basin Mixture with all necessary hardware and consumables approved and accepted by the Engineer.1 50 mm dia uPVC Y or T .Y Cleanout each Tk.00 .338.53 Supplying different inside dia best quality uPVC pressure waste pipe having specific gravity 1.00 26. 2 Groove Size 75 x 75 mm (For 25 mm to 40 mm dia pipes) rm Tk.018. curing etc.00 26. lintel.2 Moving type 100 mm CP shower rose each Tk.00 26.60 Supplying.00 26.64 Groove cutting in brick work.1 12 mm brass Stop Cock for Surface Mount (general quality) each Tk. finishing.62.00 26. 1. 26.63. 827.2 12 mm CP medium quality surface & heavy type fancy angle stop cock each Tk.00 26.5 Medium concealed angle stop cock each Tk.00 26. 26.6 Special concealed heavy type angle stop cock each Tk. 382.1 12 mm CP surface mounted angle stop cock (general) each Tk. 789.63.175.P.61 Supplying.62. 164 Description of Item Unit Unit Rate 26. 1.00 26. 74. 1.C (4:2:1) after laying of pipe including cost of scaffolding. including cost for concealing of G.00 26. fitting and fixing Special/Fancy quality C.3 12 mm CP Stop Cock for Surface Mount (special type) each Tk. fitting and fixing Special/Fancy quality C.64. 610. pipe work (12 mm and 20 mm dia) in brick wall by cutting groove in wall.66 Supply and fitting-fixing hand / push shower for ablution including holder .3 12 mm surface special heavy type angle stop cock each Tk. concealed/ surface stop cock with all necessary hardware and consumables approved and accepted by the Engineer.C floor.64.63.00 26.65 Supply and fitting-fixing cleansing shower for ablution including holder of following types: 26. fitting and fixing CP Bath tub Mixture with Shower Head only including all necessary hardware and consumables approved and accepted by the Engineer.6 Stop cock concealed (heavy) each Tk.2 12 mm CP Stop Cock for Surface Mount (medium quality) each Tk. 5.00 26. 795.62.00 26.1 Groove Size 40 x 40 mm (For laying 12 mm to 20 mm dia pipes) rm Tk.110.PWD SoR 2014 for Civil Works Item No. 307.62.00 26.1 Fixed type 100 mm CP shower rose each Tk.00 26.C.P.00 26. 26. by any means carefully without damaging the structure and filling the grooves with C.008. 919. fitting and fixing CP Self closing pillar cock with all necessary hardware and consumables approved and accepted by the Engineer each Tk. R.63 Supplying.62.4 12 mm CP concealed mount angle stop cock each Tk.65.4 Angle Stop cock concealed (general) each Tk.I.63.62.00 26.5 Stop cock concealed (medium) each Tk.00 26.00 26. 795. beam etc. 49. complete approved and accepted by the Engineer. 1.63.62 Supplying.63. 952.65. concealed/ Surface Angle stop cock etc.00 26. each Tk. 647. 971. all complete approved and accepted by the Engineer.077. each Tk.035.862. 19. all complete approved and accepted by the Engineer.2 1500 liter capacity each Tk. 68. 5.3 2000 liter capacity each Tk.00 26. 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.00 26.005. 99.740.67 Supplying.67.68.69.66. all complete approved and accepted by the Engineer. 350. 899. USA) regulations 21 CFR 1277.00 26. 152. 32.00 .5 6000 liter capacity each Tk.00 26.68 Supply and installation of food-grade plastic internal mini water tank for the use in kitchen.69.886.69.00 26. 13. fixing in position including supply of necessary hardware.67. all complete approved and accepted by the Engineer. fittings and consumables etc.537. 2.3 2000 liter capacity each Tk. fitting and fixing 12 mm dia 450 mm long metal cover connection pipe approved and accepted by the Engineer. consumables.381.71 Supplying.816. 7.00 26. 7.67.69. fitting fixing of food grade plastic overhead water reservoir tank including all necessary fittings.00 26. 450 mm long Plastic flexible lead (connection) pipe approved and accepted by the Engineer.00 26.882. 10.979.628.70 Supply and installation of 400 gallon capacity Ferro-cement water tank including necessary hardware. 19. 26.2 300 liter capacity each Tk.1 150 liter capacity each Tk.00 26.69 Supply and installation of foreign made food grade stainless steel water tank including supply of hardware. fitting and fixing 12 mm dia. each Tk.790.73 Supplying.PWD SoR 2014 for Civil Works Item No.00 26.00 26.69.1 1000 liter capacity each Tk.3 500 liter capacity each Tk. hardware and consumables etc.66. fitting. fitting and fixing 12 mm dia.68.00 26. 26. each Tk.00 26.68.4 4000 liter capacity each Tk.00 26. 63.00 26. lifting. 65. 26. 165 Description of Item Unit Unit Rate 26. each Tk.293.2 1000 liter capacity each Tk.2 Moving type push shower each Tk. consumables. fittings etc. having food grade quality where no recycled material is used carrying. 25.72 Supplying. 3.1 500 liter capacity each Tk. all complete approved and accepted by the Engineer. 600 mm long Plastic flexible lead (connection) pipe approved and accepted by the Engineer. fittings etc.1 Moving type hand shower each Tk.00 26. PWD SoR 2014 for Civil Works Item No. 1.74 166 Description of Item Unit Unit Rate Supplying.C inspection pit cover (slab) with supplying and provisions for placing. each Tk.75. fixing 450 mm dia C.00 26. 1.C.C. pipes and 400 mm PVC pipe. fitting and fixing 12 mm dia 600 mm long metal cover connection pipe approved and accepted by the Engineer.C.I. 3.76. each Tk. all complete approved and accepted by the Engineer. 75 mm thick (1:3:6) base concrete for making invert channel and 12 mm thick (1:2) cement plaster with neat finishing etc.00 26. average 825 mm for single 300 mm dia R. 26.2 1025 x 1025 x 75 mm R.C. man-hole cover.C.00 26.433.78.C. all complete up to a depth of 700 mm approved and accepted by the Engineer.00 26.4 Master-pit of Size: Clear 600 x 500 mm and average 750 mm depth for Septic tank.77.78 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 thick R.77. 5. each Tk.77 Construction and placing of R. pit cover each Tk. pipes and 400 mm PVC pipe with pit cover and 450 mm dia C.C. each Tk.I. each Tk. each Tk. 1.76.C.00 INSPECTION PIT & SOAK WELL 26. average 525 mm for single 150 mm dia R.00 26.C.C. pit cover with 450 mm dia C.I.H. 2. manhole cover.3 1100 x 1100 x 75 mm R.75. Man-hole cover with locking/unlocking arrangement including concrete (1:2:4) with approx.C.882. each Tk. each Tk.75.00 26. each Tk. 6. inspection pit cover (slab) in (1:2:4) with 1% reinforcement excluding M.C. all complete approved and accepted by the Engineer.C. pit cover each Tk. pit cover each Tk.1 Clear 450 x 450 mm and depth 450 to 600 mm.755.1 950 x 950 x 75 mm R.76 Construction and placing of R.00 26.75 Construction of masonry inspection pit with 250 mm thick brick work in cement mortar (1:4) including necessary earth work.I. manhole cover. side filling shuttering.00 26. 3. side filling and one layer brick flat soling. cover with locking/unlocking arrangement including necessary earth work.371. 1% re-enforcement. pit cover with 450 mm dia C.2 Clear 520 x 525 mm and depth 675 to 825 mm. curing.C. pit cover with 450 mm dia C.3 1100 x 1100 x 75 mm R.76.00 .00 26.3 Clear 600 x 600 mm and depth 750 to 900 mm.534.512.710.00 26. pipes and 375 mm and 400 mm PVC pipe.C.C. top slab (1:2:4) with 1% reinforcement. with minimum 12 mm cement plaster (1:4) and neat cement finishing on edges and top all complete and accepted by the Engineer. side filling.012.309. manhole cover.C.804.C.C. average 525 mm for single 150 mm dia R. 26.1 Clear 450 x 450 mm and depth 450 to 600 mm. 5. fitting. necessary earth cutting.C. 26. pipes and 400 mm PVC pipe. 2.C. 75 mm thick (1:3:6) base concrete for making invert channel and 12 mm thick (1:2) cement plaster with neat finishing etc.C.C. 26.77. man-hole cover with locking arrangement including necessary earth work. curing etc. average 750 mm for single 225 mm dia R.734. side filling and one brick flat soling. or cleaning.I. 26.2 1025 x 1025 x 75 mm R. 399.1 900 x 900 x 75 mm R.C.C. 2.75. cement plaster (1:4) with neat finishing on edges and top etc. 3 50 users each Tk.00 26. 84. to insides of walls on floor and all around outside walls by 18" height at top including supplying fitting and fixing of two R. 183. binding and placing) 26. pipes and 375 mm and 400 mm PVC pipe with pit cover and 450 mm dia C. side filling and bailing out water including cost of all materials etc.79.546.C. man-hole cover.00 26.00 26. etc. man-hole cover. manhole cover with locking/unlocking arrangement and 100 mm thick R. casting and curing etc.C.79. shuttering.00 26.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.78.78.C. design approved and accepted by the Engineer.339.2 Clear 525 x 525 mm and depth 675 to 825 mm.1 For 200 users each Tk.6 For 10 users each Tk.366.00 . 167 Description of Item Unit Unit Rate 26.C.00 26. all complete as per drawing. curing including necessary earth work in excavation. 235. average 750 mm for single 225 mm dia R. (Rate is including cost of reinforcement and its fabrication.777.I. binding and placing) 26. (Rate is including cost of reinforcement and its fabrication. pipes and 400 mm PVC pipe with pit cover and 450 mm dia C.C. 76. 121.733. including centering.00 26.3 Clear 600 x 600 mm and depth 750 to 900 mm.2 For 100 users each Tk. manhole cover with locking arrangement. each Tk.3 For 50 users each Tk.516. Tees and providing 450 mm dia water sealed heavy type C. casting.488. average 825 mm for single 300 mm dia R. 67.I.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. complete up to required depth including necessary earth work in excavation and shoring.00 26.C.C. 80. all complete as per type plan approved and accepted by the Engineer.5 For 20 users each Tk. 7.S.00 26.79.00 26.C (1:2:4) top slab.C.79.F.80. 46.C. 57.79.80 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.79. C.996.80.I. Rod.2 100 users each Tk. (1:2:4) well curb with 1% reinforcement up to the depth as per drawing with 450 mm dia water sealed heavy type. filling the well up to the required depth with graded khoa and sand including supplying and fabricating M. 9.80.00 26.I. operations and incidental charges.C.637.1 200 users each Tk.4 For 30 users each Tk. fabricating.127. bailing out water and side filling including the cost of all materials.PWD SoR 2014 for Civil Works Item No.356. each Tk.C. S.3 Water purification volume: 75 gallon per day (With meter) each Tk.391.82. Rod..81. each Tk.636.81. 168 Description of Item Unit Unit Rate 26. sundries etc. (excluding cost of pipe. END OF DIVISION TWENTY SIX ………………….4 Water purification volume: 100 gallon per day each Tk.2 10 users each Tk. 4.I. (1:2:4) well curb with 1% reinforcement up to the depth as per drawing with 450 mm dia water sealed heavy type. manhole cover with locking arrangement.1 Water purification vol. installation and commissioning of 50 liter capacity best quality ‘Water Dispenser’ with container of approved brand/origin. carriage. 26. filling the well up to the required depth with graded khoa and sand including supplying and fabricating M. fitting. C. side filling and bailing out water including cost of all materials etc. 21. all complete as per drawing. 33.82 Supplying.: 50 Gallon /day water reserve capacity: 11 liter each Tk.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. complete approved and accepted by the Engineer. casting.863. 666. 48.84 Punching or cutting hole of any diameter for sanitary works.C. 79. design approved and accepted by the Engineer.00 …………………. .82.2 Water purification volume: 75 gallon per day (Without meter) each Tk. 25.00 26.00 26.318.. 26.00 26.00 26.82.C.238.00 26.433. curing including necessary earth work in excavation.00 26. each Tk.1 20 to 30 users each Tk. 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.83 Supply. pipe line laying and accessories required for pipe line laying) 26.82.PWD SoR 2014 for Civil Works Item No.790.00 26. 5 From 200 m to 250 m = 50 m rm Tk.00 27. fixing No. 269. welded flat bar on each side to prevent from rotation up to desired depth. 203.1.45.3. 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.1 From 0.00 27.3.00m with uPVC strainer of desired slot installing in or at mid depth of the most suitable water bearing strata. 154. equipments. uPVC sand trap of length 3.4 From 152 m to 200 m = 48 m rm Tk. 7.PWD SoR 2014 for Civil Works Item No.00 27. Cleaning the site after completion of the work accepted by the Engineer.00 m above strainer and the remaining portion with available soil from boring etc.00 27.8 mm.6 Beyond 250 m rm Tk.3 From 100 m to 152 m = 52 m rm Tk. 2. 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. SINKING OF 38 mm DIA TEST AND OBSERVATION WELL 27.S.00 27. Tender for main production well will then be called on the basis of required data obtained from the test well. 177. fitted and fixed in position with all accessories. Requirements of water must be guiding factor in dimensioning the main well. 38 mm dia G.738. 27. fitting fixing the best quality No. 309.35 . each Tk.2 Boring by using 100 mm dia cutter and 40 mm dia heavy type G.52 m with M. tools and plants and boring rig to work site.0 mm. complete and accepted by the Engineer.1 Mobilization for test boring or observation well: Transportation of materials.2. head handpump etc including the cost of solvent cement. 234. 6 Hand-pump set including all necessary accessories etc complete and accepted by the Engineer.2. weight 3. filling medium sand up to 18.9 mm.2. Per set Tk. wall thickness 2.00 27.517 kg/m.I pipe having wall thickness 2. Construction of derrick and dismantling the same.034. Finally withdrawal of boring and casing pipes etc.2 From 50 m to100 m = 50 m rm Tk. 169 Description of Item Unit Unit Rate Unit Rate DIVISION 27 : DEEP TUBE-WELL Item Description of Item (Note: Tender for test & observation well must be called beforehand.2.3 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 1.1 Fitting. socket adaptor.00 . 6 C. pipe of best quality of length 1.2.I. complete as per standard specification and accepted by the Engineer.5 mm .2.00 27. capability to withstand a minimum hydrostatic pressure of 170 psi for 1 hr.I.0 m to 50 m = 50 m rm Tk. Protection of caving by supplying necessary casing pipe. 27. outside diameter min 47. 6 Best quality 38 mm dia uPVC cap each Tk.00 27.5-3. fitting fixing observation well inside the housing pipe of the deep tube well: 100'-0" depth each Tk.17-0.4. test tube-wells rm Tk.2 Wells beyond 200 meter depth 27.4.4.517 kg/m capability to withstand 50 kg/cm2 hydraulic pressure.279.3.1. rm Tk.4.35 27.7 Supplying.1.S. 21.00 mm rm Tk.2 38/40 mm dia heavy type G. Tk.3.3.1 Wells up to 200 meter depth 27.25.20.3 For 3 Nos. 71.060 max.00 27.4. weight 3.PWD SoR 2014 for Civil Works Item No. Tk. 35. fitting fixing tube-well log describing technical information of the tube-well as per instruction and accepted by the Engineer.1 For 1 No. 87.9 Filling the top 0.060 max. 680.4 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.14 .186.4.2.5 38/40 mm dia uPVC socket adapter each Tk. test tube-wells rm Tk. test tube-wells L. test tube-wells L. each Tk. test tube-wells rm Tk.2.S.2. 6. 170 Description of Item Unit Unit Rate 27. having chemical composition (in%) Carbon 0.3.00 27.6 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.2 For 2 Nos.00 27. 141. 12. 51.00 27.00 27.4. Manganese 0.I pipe conforming to standard BS-1387 & BDS-1031. each Tk. 53. test tube-wells L.2 For 2 Nos.3. Tk.3. Phosphorous 0.00 27.859.1.9 mm.8 Supplying.3 38/40 mm dia water grade uPVC pipe having wall thickness 2. 9.372. Sulphur 0. Water sample must be taken from 3 separate aquifers from three tubewell.1 For 1 No. 175. 27.806.3. 2.5-3.00 27.4 38/40 mm dia water grade uPVC strainer having thickness 2.00 27.3 For 3 Nos. 66.00 mm rm Tk.3.00 27. minimumTensile Strength 313 MPa and marking for a) Manufacturer b) Material c) Wall thickness d) Nominal outside dia e) Intended use etc. Tensile properties: miminum Yield Strength 188 MPa.4.S.00 27.95-1. on the body of the pipe having wall thickness 2.57 27. mechanical units (pumps. VAT and all other charges.1 Furnishing design considering 1 No.5. each Tk. 32. each)" There are about 55 (fifty-five) tests for potable water Quality Standard according to Bangladesh Environment Conservation Rules-12 (Schedule-3). BUET or other reputed laboratory. carrying out test of water for (1) pH. test bore L. water.7. (6) Manganese. is finished. labour and materials to the work site and remove the materials after completion of the works.S. Installation of drilling rig and accessories. making arrangements for electricity.5 liter of water)  Sieve analysis: min 9 Nos. (8)Total alkalinity. 53. digging mud pit etc. test (each specimen 1.3 Furnishing design considering 3 Nos. under ECA 1995 of Ministry of Environment and Forest.00 27.5. Tk. all complete as per specifications and accepted by the Engineer.E. (10) Arsenic. collecting soil (sand. site office and stores. test bore L. test (Samples are of 1 kg dry wt. additional test/ tests on water or sieve analysis of soil if required. Therefore. 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.2 Furnishing design considering 2 Nos. (11) Turbidity.5 171 Description of Item Unit Unit Rate "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.1 For Tube-wells up to 100 meter depth . maintaining test bore functional till tube well installation.5. testing etc. (2) CO2 (3) Chloride.00 Per set Tk. 1997. Tk. compressor) for testing and operation of the tube well. / Design Office)  Total No. including carrying water and soil samples under direct responsibility of Engineer-in-charge to BRTC.7 Mobilization: Preparation for installation of tube-well and transportation of complete boring equipments. 79.S. labour shed. finally filling and sealing the left over test bore permanently. thickness of shrouding around strainer. Tk. leveling. Sample x one test x One bore = 9 Nos. arranging them in the cell of a box in an orderly manner. next test bore may be executed with the approval of concern S.00 27. followed by test reports along with Bangladesh Standards of potable water and (12) Sieve analysis on soils throughout a bore.302.00 PRODUCTION WELL 27. other than the above specified 12 (twelve) tests. approved by the authority. 27.PWD SoR 2014 for Civil Works Item No. of test on water: 11 types of test x 1 test bore x one set sample (3 specimen) = 11 Nos. (9) Total hardness. (7) NitrateNitrogen.00 27. types and dia of tube well for specific yield. 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. solids etc) at 3 m interval and at each change of soil strata from the bores. (4) Fluoride. depths and slot sizes of strainer. fineness modulus of shrouding materials. filling in sterilized air-tight glass bottles having no air space inside.855. test bore L. 380. leading to ascertain the best suitable sustained aquifers.237. may be carried out for public interest as per direction of the design engineer on actual payment including profit. 27.S. (5) Iron. dressing and clearing of the site as per original condition and a testing for discharge using minimum 1000 liter water tub etc. 35.223. 1.10. 90.6 Beyond 250 m rm Tk. 4.L. 7.10. 1.8 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.00 INSTALLATION OF 50 mm x 125 mm DIA SHROUDED PRODUCTION WELL WITH uPVC PIPE 27. sand and khoa (12 mm down graded) in ratio (1:1:5:3) as per standard specification and accepted by the Engineer.3 For Tube-wells beyond 200 meter depth Per set Tk.00 27.10.10 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).345.4 From 152 m to 200 m = 48 m rm Tk. 221.L. 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 Tk. 862.00 27. 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) 27.5 From 200 m to 250 m = 50 m rm Tk. 1.00 27.982.2 50 mm dia water grade uPVC blind pipe/sand trap of wall thickness 2.10. or as specified including the supply of approved quality of cement.00 27. 750.2% of visible light as per ISO 7686.00 27.2 From 50 m to 100 m = 50 m rm Tk.7. washing etc. 172 Description of Item Unit Unit Rate 27.10.00 27.00 27. (Measurement will be allowed from E.140.3 From 100 m to 152 m = 52 m rm Tk.087.7.00 27. 27.10. 4.11.2 at working site as per standard practice and accepted by the Engineer.PWD SoR 2014 for Civil Works Item No.00 27. 37.311. 40.G. opacity 0.00 mm rm Tk.5 to 3. (The rate is inclusive of the cost of extra amount required for caving and extra depth below the tube well fixtures.1 From 0. 992.4.1 Best quality 50 mm dia uPVC cap each Tk.00 27.9 Making a sanitary seal up to a minimum depth of 6 meter from G.824.11.5 to 3 mm rm Tk.2 For Tube-wells up to 200 meter depth Per set Tk.4.00 .3 50 mm dia strainer of any slot as per design made with grade uPVC pipe of wall thickness 2. cum Tk. 182. 3. minimum required strength 25 MPa conforming to BDS-1:2013.11. 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.508. complete as per standard specification and accepted by the Engineer.11 Supplying the following tube well fixtures and pipes having density 1350 kg/m3.00 27.1.0 m to 50 m = 50 m rm Tk. PWD SoR 2014 for Civil Works Item No. 173 Description of Item 27. and all materials for 72 hours including yield drawn and recovery test etc.2 Wells beyond 200 m depth each Tk. complete as per specification and accepted by the Engineer.4 Best quality 50 mm x 125 mm dia uPVC Reducer 27.13. iron screws and PVC tape.00 27.4mm 27. tube well pipes.11.6 Unit Unit Rate rm Tk. rod of approved design rm Tk. 736.00 .00 Supplying centralizer made with 12 mm dia M. rm Tk. centralizer @ 3.00 27.0 meter c/c in strainer portion including blind pipe etc.11.16 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. 651.15 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. 24.1 Wells up to 200 m depth each Tk. 364. 66.13 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.5 to 6.106. complete as per standard practice and accepted by the Engineer.00 27. Per hour Tk.S.00 each Tk.13. 1. strainer. (Development should be started within 24 hours of completion of shrouding) 27. 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.00 27. fitting and fixing with best quality PVC solution.12 Complete installation of 50 mm dia uPVC tube well fixtures such as expanded top or furnishing pipe. rm Tk. 22.00 27.257.00 27.308. sockets and placing in position with proper size M.11. pipe cap etc. 28. blind pipe.14 Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc.5 125mm dia water grade uPVC Housing pipe of wall thickness 5. each Tk. reducer.S. 607. 19.00 27.2% of visible light as per ISO 7686. opacity 0.18.19. 1. 27.2 From 50 m to100 m = 50 m rm Tk.19.3 From 100 m to 152 m = 52 m rm Tk.5 to 4.18.00 27.00 27.4.1. 364.0 m (3'-4") long one end blocked with 200 mm dia 4 mm thick M.6 mm rm Tk. 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) 27.3 75 mm dia strainer of any slot as per design made with grade uPVC pipe of wall thickness 3.18 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).00 27.18.S.G.19.6 Beyond 250 m rm Tk.4 Best quality 75 mm x 150 mm dia uPVC Reducer each Tk.592. 769.826.2 75 mm dia water grade uPVC blind pipe/sand trap of wall thickness 3.00 27.1 mm rm Tk.00 27.00 27.204.00 27. 123. Pipe 1.00 27.17 174 Description of Item Unit Unit Rate Protective top cover: Supplying and fitting fixing best quality 150 mm dia 4 mm thick MS.PWD SoR 2014 for Civil Works Item No.00 27.00 27. 312.L. each Tk. minimum required strength 25 MPa conforming to BDS-1:2013.19 Supplying the following tube well fixtures and having density 1350 kg/m3. 953.047.6 mm to 7.5 150 mm dia water grade uPVC Housing pipe having wall thickness 6.4 From 152 m to 200 m = 48 m rm Tk.18. 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.1 From 0. rod of approved design rm Tk.18.5 to 4.384. 1.0 m to 50 m = 50 m rm Tk. 4.5 From 200 m to 250 m = 50 m rm Tk.00 .6 Supplying centralizer made with 12 mm dia M.19. 910. 27. 4.19. 3. 792.00 INSTALLATION OF 75 mm x 150 mm DIA SHROUDED PRODUCTION WELL WITH uPVC PIPE 27.1 mm rm Tk. 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. 347.18. 1. 1.S. (Measurement will be allowed from E.2 at working site as per standard practice and accepted by the Engineer.1 Best quality 75 mm dia uPVC cap each Tk.4. 807.26.2 Wells beyond 200 m depth each Tk.317. Pipe cap etc fitting and fixing with best quality uPVC solution. and all materials for 72 hours including yield drawn and recovery test etc.PWD SoR 2014 for Civil Works Item No.0 m to 50 m = 50 m rm Tk.102.1 Wells up to 200 m depth each Tk.26. tube-well pipes.25 Protective top cover: Supplying and fitting fixing best quality 200 mm dia 4 mm thick M.21. hour Tk.00 .G.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. strainer.S. 28. blind pipe. each Tk.00 27.in strainer portion including blind pipe etc. rm Tk. 34.21 Complete development of the well by suitable air compressor and pump of suitable capacity by alternate surging and pumping un till satisfactory yield.L.S. complete as per specification and accepted by the Engineer.00 27.2 From 50 m to 100 m = 50 m rm Tk.00 27. (Development should be started within 24 hours of completion of shrouding) 27.22 Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. 28.21.24 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. 5. Reducer.S. rm Tk.20 Complete installation of 75 mm dia uPVC tube-well fixtures such as expanded top pipes.(Measurement will be allowed from E.00 27.068. iron screws and uPVC tape and placing in position with proper size M. pipe 1.26. 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.00 27.00 27.0 m (3'-4") long one end blocked with 250 mm dia 4 mm thick M.3 From 100 m to 152 m = 52 m rm Tk. each Tk. 958.00 27. centralizer @ 3 meter c/c .00 27. 1. complete as per standard practice and accepted by the Engineer. 833.26 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. 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.390. 1. 74. 175 Description of Item Unit Unit Rate 27.00 INSTALLATION OF 100 mm x 200 mm DIA SHROUDED PRODUCTION WELL WITH uPVC PIPE 27. 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) 27.1 From 0.342. 00 27.6 Supplying centralizer made with 12 mm dia M.6 Beyond 250 m rm Tk.5 mm to 5.4.2 mm rm Tk. 804. centralizer @ 3 meter c/c.00 27. complete as per standard specification and accepted by the Engineer. each Tk.29 Complete development of the tube-well by air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield. 1.27 Supplying the following tube well fixtures and pipes Having density 1350 kg/m3.147.29.0mm rm Tk.00 27.1.4.00 27.26. 861.5 200 mm dia water grade uPVC Housing pipe having wall thickness 6.2 100 mm dia water grade uPVC blind pipe/ sand trap having wall thickness 4.579. 4. rm Tk. minimum required strength 25 MPa conforming to BDS-1:2013. 507. Reducer.00 .2mm rm Tk.2 Wells beyond 200 m depth each Tk.1 Wells up to 200 m depth each Tk.27.00 27.27. 176 Description of Item Unit Unit Rate 27. 852.123.5mm to 5. complete as per standard practice and accepted by the Engineer. in strainer portion including blind pipe etc. and all materials for 72 hours including yield drawn and recovery test etc. 364.4 Best quality 100 mm x 200 mm dia uPVC Reducer each Tk.(Development should be started within 24 hours of completion of shrouding) 27.S.2% of visible light as per ISO 7686.PWD SoR 2014 for Civil Works Item No. 42.30 Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. 1.00 27.28 Complete installation of 100 mm dia uPVC tube-well fixtures such as expanded top pipes. 85.26.00 27. complete as per specification and accepted by the Engineer. 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. pipe cap etc. 198.8mm to 9. 1.31 Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine etc.S.00 27.00 27.1 Best quality 100 mm dia uPVC cap each Tk.4 From 152 m to 200 m = 48 m rm Tk.457.5 From 200 m to 250 m = 50 m rm Tk. tube-well pipes.00 27.27. hour Tk. opacity 0.6mm to 7.2 at working site as per standard practice and accepted by the Engineer 27. 35. fitting and fixing with best quality PVC solution.676. blind pipe.26. Strainer.00 27.27.00 27.3 100 mm dia strainer of any slot as per design made with water grade uPVC pipe having wall thickness 4.27. rod of approved design rm Tk.29. iron screws and uPVC tape and placing in position with proper size M.27.267. 472.00 27. 1. 4. 6 mm to 7.1.00 27.051.551. rod of approved design rm Tk.6 Beyond 250 m rm Tk.35. 8. 4. 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.34 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).668.33 Protective top cover: Supplying and fitting fixing best quality 250 mm dia 4 mm thick M.173.35. 1.2% of visible light as per ISO 7686.00 27.00 INSTALLATION OF 150 mm x 200 mm DIA SHROUDED PRODUCTION WELL WITH uPVC PIPE 27.6 to 7.4 From 152 m to 200 m = 48 m rm Tk.6 mm to7. 1. 1. pipe.6 Supplying centralizer made with 12 mm dia M. 1.4.S. 27. 1.00 .00 27.349. 1.020. 32.32 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. 473. rm Tk.00 27.2 at working site as per standard practice and accepted by the Engineer.00 27.00 27. 1.34.2 150 mm dia water grade uPVC blind pipe/ sand trap having wall thickness 6.35. 999.3 150 mm dia strainer of any slot as per design made with grade uPVC pipe of wall thickness 6.0 m to 50 m = 50 m rm Tk.35. 2.086.4. (Measurement will be allowed from E. 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.PWD SoR 2014 for Civil Works Item No.S.1 From 0.S.00 27.35. 364.783.6 mm rm Tk. 1.00 27.35. each Tk. 1.0 m (3'-4") long one end blocked with 300 mm dia 4 mm thick M. 177 Description of Item Unit Unit Rate 27.468.1 Best quality 150 mm dia uPVC cap for blind pipe/ sand trap. minimum required strength 25 MPa conforming to BDS-1:2013.34.3 From 100 m to 152 m = 52 m rm Tk.8 mm rm Tk.00 27.2 From 50 m to 100 m = 50 m rm Tk.34.34.L.00 27. opacity 0.00 27.5 From 200 m to 250 m = 50 m rm Tk.042.G.5 200 mm dia water grade uPVC Housing pipe of wall thickness 6.6 mm rm Tk. 4. each Tk.35 Supplying the following tube-well fixtures and pipes having density 1350 kg/m3.34.4 Best quality 150 mm x 200 mm dia uPVC Reducer each Tk. 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.00 27.34. 00 27.38 Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc.173. reducer. each Tk. 1.37.42.1 From 0. hour Tk.37. pipe cap etc.00 27.349. 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.2 Wells beyond 200 m depth each Tk.551. tube-well pipes.00 27.2 From 50 m to 100 m = 50 m rm Tk.00 27. 1.00 INSTALLATION OF 150 mm x 300 mm DIA SHROUDED PRODUCTION WELL WITH G. complete as per standard practice and accepted by the Engineer. 8.3 From 100 m to 152 m = 52 m rm Tk. 43.00 27. 1.00 . 47. centralizer @ 3 meter c/c in strainer portion including blind pipe etc.00 27. complete as per standard specification and accepted by the Engineer each Tk.00 27. complete as per specification and accepted by the Engineer.5 From 200 m to 250 m = 50 m rm Tk.00 27.814. 41.PWD SoR 2014 for Civil Works Item No.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.37 Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield. (Development should be started within 24 hours of completion of shrouding) 27.00 27. (Measurement will be allowed from G.36 Complete installation of 150 mm dia uPVC tube-well fixtures such as expanded top pipes. 178 Description of Item Unit Unit Rate 27.390. 973.42. blind pipe.0 m (3'-4") long one end blocked with 300 dia 4 mm thick M. pipe 1.343.S.I.0 m to 50 m = 50 m rm Tk.4 From 152 m to 200 m = 48 m rm Tk.42.1 Wells up to 200 m depth each Tk.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. 1.42 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. and all materials for 72 hours including yield drawn and recovery test etc.42.020. rm Tk. PIPE 27.783. 1.S. strainer. 90. fitting and fixing with best quality uPVC solution. iron screws and uPVC tape and placing in position with proper size M.S. rm Tk.895. 1.42. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth of boring required for caving and siltation) 27.41 Protective top cover: Supplying and fitting fixing best quality 250 mm dia 4 mm thick M. 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.L. 27.00 rm Tk.17-0. 47.00 each Tk.43. and all materials for 72 hours including yield drawn and recovery test etc. reducer of minimum thickness of 6 mm. housing pipe (Seamless) rm Tk.2 Wells beyond 200 m depth each Tk.4 mm.031. 3.390.3 150 mm dia strainer of slot opening as per design including tagging 4 Nos.1 Wells up to 200 m depth each Tk.036.8 350 mm dia M.44 Complete installation of 150 mm dia deep tube-well fixtures such as expanded top pipes. blind pipe.213.00 27.S.00 27. (Development should be started within 24 hours of completion of shrouding) 27.S.00 27.6 Beyond 250 m 27. fitting and fixing socket. 1.20.00 27.43.43.051. Tensile properties: miminum Yield Strength 188 MPa.95-1.00 27. 12 mm dia M. strainer. pipe cap etc. 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. having chemical composition (in%) Carbon 0.060 max. 1.43.45.00 Stainless steel strainer of continuous slot having weight 28.S.00 27.1 Unit Unit Rate rm Tk. each Tk.I. hour Tk.43. 41. rm Tk.25.3.871.43. Manganese 0.45. rod of approved design. welding and additional welding with fibre and placing in position with proper size M.43 Supplying the following tube well fixtures and pipes conforming to standard BS1387 & BDS-1031.S. on the body of the pipe at working site as per standard practice and accepted by the Engineer.4 150 mm x 300 mm dia M. 27.2 2. tube-well pipes. 3. 179 Description of Item 27. rm Tk. centralizer @ 3 meter c/c in strainer portion including. complete as per standard practice and accepted by the Engineer. cap 6 mm thick for blind pipe/sand trap 27.50 mm thick stainless steel Bridge type strainer.S. 10.43.002. 364. Phosphorous 0.46 Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. rm Tk. rm Tk.814.3.S.197. Pipe having wall thickness 5. minimumTensile Strength 313 MPa and marking for a) Manufacturer b) Material c) Wall thickness d) Nominal outside dia e) Intended use etc. 9.2 150 mm dia G.1 150 mm dia M.7 Centralizer made with 12 mm dia M.00 27.43. housing pipe (Welded) each Tk. 6.5 300 mm dia 6 mm minimum thick M. cap having 6 mm thick for housing pipe covering. Sulphur 0. blind pipe etc.00 27. each Tk. 14.970.00 27.S. 2.42.00 27.510. complete as per specification and accepted by the Engineer. reducer. weight 21.43.2 kg/m can withstand 50 kg/ cm2 hydraulic pressure for blind pipe/sand trap 27.43. 2.060 max.700.6 300 mm dia 6 mm minimum thick M.84 kg per meter.PWD SoR 2014 for Civil Works Item No.00 .45 Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield.S. rod continuously. 351. 25.005.137. 180 Description of Item Unit Unit Rate 27.1 200 mm dia stainless steel strainer of continuous slot having 38.989. 7.47 Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine etc.00 27.00 27.49.95-1.00 27. 1.00 27.00 .49. 1.50. Sulphur 0.3.1 From 0.20.45 kg per meter can withstand minimum 700 psi hydraulic pressure rm Tk.L.504.935. 1.49.581.973.S.50 Supplying the following tube-well fixtures and pipes conforming to standard BS1387 & BDS-1031. 1.48 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.49. 12 mm dia M.36 kg per meter.2 From 50 m to 100 m = 50 m rm Tk.I. having chemical composition (in%) Carbon 0.50.308. Manganese 0.49.3 200 mm dia strainer of slot opening as per design including tagging 4 Nos.00 27. 27. minimumTensile Strength 313 MPa and marking for a) Manufacturer b) Material c) Wall thickness d) Nominal outside dia e) Intended use etc.17-0. 1. 27.00 INSTALLATION OF 200 mm x 400 mm DIA SHROUDED PRODUCTION WELL WITH G. on the body of the pipe at working site as per standard practice and accepted by the Engineer. rod continuously. 1.6 Beyond 250 m rm Tk.730. to bottom of the blind pipe and the rate is required for caving and siltation) 27. 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.S.288. rm Tk.0 m to 50 m = 50 m rm Tk.49 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).060 max.PWD SoR 2014 for Civil Works Item No. pipe of wt.50.4 From 152 m to 200 m = 48 m rm Tk. 1.3 From 100 m to 152 m = 52 m rm Tk.00 27. 2.50.49.1 200 mm dia M. Phosphorous 0. (Measurement will be allowed form G. each Tk.00 27. cap 6mm thick for blind pipe/ sand strap each Tk. rm Tk. 16. 33. Tensile properties: miminum Yield Strength 188 MPa.I.5 From 200 m to 250 m = 50 m rm Tk. PIPE 27.060 max.00 27. 43.2 200 mm dia 6 mm thick tube well pipe and blank G.00 27. complete as per standard specification and accepted by the Engineer. 50. (Development should be started within 24 hours of completion of shrouding).S.50.5 400 mm dia 6 mm thick M.3.00 . 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. hour Tk. 38.00 27.51 Complete installation of 200 mm dia deep tube well fixtures such as expanded top pipes. and tube well pipes. complete as per standard practice and accepted by the Engineer. strainer.S.50. 43.PWD SoR 2014 for Civil Works Item No. each Tk. 43. welding and additional welding with fibre and placing in position with proper size M. 1.194.00 27. rod of approved design each Tk.00 27.977. 181 Description of Item Unit Unit Rate 27.118.409.S. cap of 6 mm thick for housing pipe covering.52. 27.52. 364.53 Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. housing pipe (Seamless) rm Tk. and all materials for 72 hours including yield drawn and recovery test etc.S.50.52 Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield.8 450 mm dia M. 13.00 27. Pipe cap etc.7 Centralizer made with 12 mm dia M.50.044. 1. reducer. rm Tk.211. reducer.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. 383. complete as per specification and accepted by the Engineer.4 200 mm x 400 mm dia 6 mm thick M.2 200 mm dia 2.940. 2.55 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.50.00 27.2 Wells beyond 200 m depth each Tk.00 27.6 400 mm dia 6 mm thick M. centralizer @ 3 meter c/c in strainer position including blind pipe etc.977. housing pipe (Welded) each Tk.S. Fitting and fixing socket.00 27. 10. blind pipe.00 27.5 mm thick stainless steel bridge type strainer rm Tk.S. 10. each Tk.647.1 Wells up to 200 m depth each Tk.00 27.00 27. rm Tk. rm Tk.00 27. 13. 317.5 mm thick stainless steel bridge type strainer rm Tk. each Tk. having chemical composition (in%) Carbon 0.25. reducer.S.508.060 max.1 150 mm dia 6mm thick M. 27. 1. Manganese 0.3 From 100 m to 152 m = 52 m rm Tk.(Measurement will be allowed from G. Sulphur 0. each Tk.S.L.57. housing pipe (Welded).57.56. Tensile properties: miminum Yield Strength 188 MPa.388.00 27.S.5 150 mm dia 6 mm thick M.57. rm Tk.4 50 mm x 150 mm dia 6 mm thick M. rod continuously.56.S.213.I. 1.00 27.PWD SoR 2014 for Civil Works Item No. each Tk.00 27.00 27.57.00 27. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth of boring required for caving and siltation) 27.060 max.57.00 27.140. 5.4 From 152 m to 200 m = 48 m rm Tk. 3. PIPE 27.6 Beyond 250 m rm Tk. 12 mm dia M.00 27.5 From 200 m to 250 m = 50 m rm Tk.85 mm thick tube well pipe and blank G.00 27. Phosphorous 0.95-1. rod of approved design. rm Tk. pipe rm Tk.6 150 mm dia 6 mm thick M.311.17-0.3 50 mm dia strainer of slot opening as per design including tagging 4 Nos.00 27. minimumTensile Strength 313 MPa and marking for a) Manufacturer b) Material c) Wall thickness d) Nominal outside dia e) Intended use etc.56.57.00 27. 364. 2.782. 1.S. housing pipe (Seamless). 1. on the body of the pipe at working site as per standard practice and accepted by the Engineer.57.00 27.00 27.56 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.S.2 50 mm dia 2.57 Supplying the following tube-well fixtures and pipes conforming to standard BS1387 & BDS-1031.782. rm Tk.00 .00 27.57. 182 Description of Item Unit Unit Rate INSTALLATION OF 50 mm x 150 mm DIA SHROUDED PRODUCTION WELL WITH G.0 m to 50 m = 50 m rm Tk.57.56. 3. 750. cap for blind pipe/ sand trap.I.56.56.3.00 27.2 50 mm dia 4.84 kg per meter. 5. each Tk.3.20.542.1 50 mm dia stainless steel strainer of continuous slot having 28. 992. 1. 862.210. 27.57.8 150 mm dia M.1 From 0.2 From 50 m to 100 m = 50 m rm Tk. 851. cap of 6 mm thick for housing pipe covering.7 Centralizer made with 12 mm dia M.S. 61 Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine etc.58 Complete installation of 50 mm dia deep tube-well fixtures such as expanded top pipes.00 27.L. fitting and fixing socket. blind pipe. 1.106.1 From 0.63. 25. (Measurement will be allowed from G.00 27. (Development should be started within 24 hours of completion of shrouding) 27. reducer.PWD SoR 2014 for Civil Works Item No.centralizer @ 3 meter c/c in strainer portion including.204.63.60 Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc.00 INSTALLATION OF 75 mm x 150 mm DIA SHROUDED PRODUCTION WELL WITH G. 25. complete as per standard specification and accepted by the Engineer. 839.00 27. 910. welding and additional welding with fibre and placing in position with proper size M.63 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.59. 791. tube-well pipes. each Tk. complete as per specification and accepted by the Engineer.00 27. pipe cap etc. blind pipe etc.00 27. strainer.384. complete as per standard practice and accepted by the Engineer rm Tk.59 Compete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield. hour Tk.308.1 Wells up to 200 m depth each Tk.59. 1. PIPE 27.0 m to 50 m = 50 m rm Tk.2 Wells beyond 200 m depth each Tk.63. 22.5 From 200 m to 250 m = 50 m rm Tk.00 27. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth of boring required for caving and siltation) 27.00 . 1.S.I. rm Tk.282.63.63. 1.00 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.3 From 100 m to 152 m = 52 m rm Tk. and all materials for 72 hours including yield drawn and recovery test etc.00 27.00 27.4 From 152 m to 200 m = 48 m rm Tk. 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.2 From 50 m to 100 m = 50 m rm Tk. 351. 183 Description of Item Unit Unit Rate 27.047. 28.64. housing pipe (Seamless) each Tk.210. 1.390.64. welding and additional welding with fibre and placing in position with proper size M.753.2 75 mm dia 2. 27. 5.00 27. 32. rm Tk.167.8 150 mm dia M.2 Wells beyond 200 m depth each Tk.328. minimumTensile Strength 313 MPa and marking for a) Manufacturer b) Material c) Wall thickness d) Nominal outside dia e) Intended use etc.63. complete as per standard practice and accepted by the Engineer. cap of 6 mm thick for housing pipe covering.20. 27. 364.00 27.64. rod continuously.64.317.84 kg per meter.25. 1.00 rm Tk.1 Unit Unit Rate rm Tk.542. rm Tk.64 Supplying the following tube-well fixtures and pipes conforming to standard BS1387 & BDS-1031.00 27.1 150 mm dia 6mm thick M.S.5 150 mm dia 6 mm thick M. Tensile properties: miminum Yield Strength 188 MPa. 3.2 75 mm dia 4.S. 27. 12 mm dia M. tube-well pipes.592.175.95-1.65 Complete installation of 75 mm dia deep tube-well fixtures such as expanded top pipes.00 27.00 27.4 75 mm x 150 mm dia 6 mm thick M.3. Manganese 0. pipe cap etc.5 mm thick stainless steel bridge type strainer rm Tk. on the body of the pipe at working site as per standard practice and accepted by the Engineer.S.00 75 mm dia stainless steel strainer of continuous slot having 28. 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.753.PWD SoR 2014 for Civil Works Item No. 1. strainer.64. centralizer @ 3 meter c/c in strainer portion including blind pipe etc.17-0.060 max.S. Sulphur 0. (Development should be started within 24 hours of completion of shrouding) 27.060 max.85 mm thick tube well pipe and blank G.3 75 mm dia strainer of slot opening as per design including tagging 4 Nos. cap for blind pipe/ sand trap. 184 Description of Item 27.66.00 each Tk. 341.00 27. rod of approved design each Tk.64.I.64. pipe 27. 7.1 Wells up to 200 m depth each Tk. 3.209.64.S.66. rm Tk.3. 7. having chemical composition (in%) Carbon 0.00 27. housing pipe (Welded) each Tk. reducer. blind pipe. rm Tk.66 Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield. 1.6 150 mm dia 6 mm thick M. reducer.S.64.7 Centralizer made with 12 mm dia M. fitting and fixing socket.S.S.6 Beyond 250 m 27. Phosphorous 0.00 27.00 .64.00 27. and all materials for 72 hours including yield drawn and recovery test etc. cap for blind pipe/ sand trap.67 Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc.00 27.00 27. hour Tk. 27.2 From 50 m to 100 m = 50 m rm Tk.1 From 0.00 27. complete as per standard specification and accepted by the Engineer.70.00 27. Sulphur 0. 833. Manganese 0.060 max. each Tk. (Measurement will be allowed from G. PIPE 27.00 27.00 INSTALLATION OF 100 mm x 200 mm DIA SHROUDED PRODUCTION WELL WITH G. complete as per specification and accepted by the Engineer.060 max.3 100 mm dia strainer of slot opening as per design including tagging 4 Nos.71. rod continuously.L. .00 27.2 Supplying 100 mm dia 6 mm thick tube well pipe and blank G.71. pipe rm Tk.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. 1. 1.70 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. Tensile properties: miminum Yield Strength 188 MPa.S.267.0 m to 50 m = 50 m rm Tk.71.00 27.3 From 100 m to 152 m = 52 m rm Tk.213.95-1. 185 Description of Item Unit Unit Rate 27.457.6 Beyond 250 m rm Tk. on the body of the pipe at working site as per standard practice and accepted by the Engineer.17-0.1 Supplying 150 mm 6mm thick M. rm Tk. 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.I. 1. 1. 12 mm dia M. minimumTensile Strength 313 MPa and marking for a) Manufacturer b) Material c) Wall thickness d) Nominal outside dia e) Intended use etc.70. 1.25. 897.102.676.70.4 From 152 m to 200 m = 48 m rm Tk.I.20. having chemical composition (in%) Carbon 0. each Tk.780. Phosphorous 0.68 Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine etc.PWD SoR 2014 for Civil Works Item No.00 27.00 27. 29.70.00 27. 1.S.70. 1. 958.71 Supplying the following tube-well fixtures and pipes conforming to standard BS1387 & BDS-1031.5 From 200 m to 250 m = 50 m rm Tk.342.70. housing pipe (Welded) each Tk.00 27.00 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. 383.579. 32. 1. 6.992.0 mm including trial boring and with all necessary fittings as required etc.3. each Tk. and tube-well pipes.00 27.00 27. blind pipe.2 40 mm dia pipe beyond 60 m depth rm Tk.4 Supplying 100 mm x 200 mm dia 6 mm thick M.77. rm Tk.71.00 27. housing pipe (Seamless) rm Tk. complete as per specification and accepted by the Engineer.84 kg per meter.73.00 27.00 27.00 27. 3. complete as per standard practice and accepted by the Engineer.71.994.5 mm to 3.76 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.72 Complete installation of 100 mm dia deep tube-well fixtures such as expanded top pipes. all complete and accepted by the Engineer.00 INSTALLATION OF 40 MM DIA uPVC HAND TUBE WEL 27. 6. rm Tk.1 Wells up to 200 m depth each Tk.994. rod of approved design each Tk. complete as per standard specification and accepted by the Engineer. 152. centralizer @ 3 meter c/c in strainer portion including blind pipe etc. fitting and fixing socket. 273.7 Supplying centralizer made with 12 mm dia M. strainer. 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. 5. welding and additional welding with fibre and placing in position with proper size M. and all materials for 72 hours including yield drawn and recovery test etc.71. 210.1 40 mm dia pipe up to 60 m depth rm Tk. reducer.631. (Development should be started within 24 hours of completion of shrouding) 27.S.00 27.71.2 Wells beyond 200 m depth each Tk.5 Supplying 200 mm dia 6 mm thick M. each Tk.5 mm thick stainless steel bridge type strainer rm Tk. rm Tk.806. 2.S. 939.8 Supplying 200 mm dia M.2 Supplying 100 mm dia 2.3.71. cap of 6 mm thick for housing pipe covering. 35.77.77 Supplying and sinking 40 mm dia water grade uPVC tube well pipe having wall thickness 2. hour Tk.00 27.S.S.123.73 Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield.00 .73.150. 3.S. 27.6 Supplying 200 mm dia 6 mm thick M. rm Tk.626.71. reducer.S.71.00 27. Description of Item Unit Unit Rate 27.1 Supplying 100 mm dia stainless steel strainer of continuous slot having 28.00 27.00 27. 39.74 Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc.PWD SoR 2014 for Civil Works 186 Item No. pipe cap etc. 81 Supplying and sinking uPVC. 486.I. 6 pump.00 27. tie plunger.78 Supplying and sinking 3 m long uPVC strainer with all necessary fittings as required etc. 3 Nos. rod 3 m long. uPVC tube well pipe. each Tk.00 27.81. 405. 50 mm dia G.4. 5.S.00 ………………….4 m x 1. 931. 27.0 m and outlet drain up to1 meter long.0 m long each Tk. 4.00 27. each Tk. 10mm dia nuts. 436. each Tk. 4. .80 Construction of platform of size 1.2 40 mm dia water grade uPVC pipe having wall thickness 2. minimum required strength 25 MPa conforming to BDS-1:2013. Tie foot ball.2 with all necessary fittings as required etc. 5 Nos. 4. fitting and fixing No.552. opacity 0.61 m long 40 mm dia G.. 6 pump for 40 mm dia tube well with all necessary fittings including 0. pipe 0. all complete and accepted by the Engineer.808. 187 Description of Item Unit Unit Rate 27. 50 mm x 40 mm reducing socket. Pipe etc.00 27.I.81. 10 mm dia socket.4.5 mm to 3 mm rm Tk.PWD SoR 2014 for Civil Works Item No. all complete as per accepted by the Engineer. over a brick flat soling and providing 125 mm x 75mm brick band in 1:6 all around. 40 mm dia pipe Nipple 1.82 Supplying.1 50 mm dia water grade uPVC pipe having wall thickness 2.3 40 mm dia uPVC strainer 3.22 m long cylinder.2% of visible light as per ISO 7686.00 DEEP SET HAND OPERATED TUBE WELL 27.1. strainer including trial boring having density 1350 kg/m3. fitting and fixing deep set tube well pump (Hand set) with all necessary fittings as required such as No. 225. including finished with 12 mm thick cement plaster in 1:4 followd by neat cement finishing all complete and accepted by the Engineer.00 27. 4 Nos.5 mm to 3 mm rm Tk.61 m long. end threaded 10 mm dia M. complete and accepted by the Engineer. each Tk. END OF DIVISION TWENTY SEVEN …………………. necessary quantity of solution and tape etc.79 Supplying.81. as per drawing with 75 mm thick cement concrete of f'c min17MPa with brick chips and cement content relates to 1:2:4.. complete and accepted by the Engineer. D) each Tk. wall thickness min 3. Ministry of Industries. wrapping the pipes and back filling the trenches. 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. supplying. 166. end caps etc above or below ground including. Elbows.S pipe. standard test pressure 50 kg/ m2.00 28.S.1 50 mm x 50 mm x 50 mm (N.40 mm O. (26.1.1 Pipe line installation: Installation of 50 psi. APl.4.D (33.3. 178.4 20 mm N.PWD SoR 2014 for Civil Works Item No. weight min 5. 28.D) M.3.00 28. 644.D) each Tk. 94.2 50 mm N.1.00 28.D) Reducing Tee each Tk. complete as per specification of Titas Gas T and D C Ltd. wall thickness min 2. applying coal-tar.mm N.D.00 28. Ltd. and accepted by the Engineer. 728. cum Tk.00 28. and accepted by the Engineer.D (88.00 28. 418.D (88.D) M.3. 141.00 28. cutting and V-leveling in each end of the pipe.4 20 mm N.40 mm O. pipes with necessary tape and primer including.S pipe weight min 2. 292.[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. 5L. cleaning. fitting.3 25 mm x 25 mm x 25 mm (N. Ltd.30 mm O. wall thickness min 3. Saddles.4. compaction each layer up to finished level as per standard practice and accepted by the Engineer. excavating earth including.2 Back filling the trenches with sand (F.38 mm rm Tk.509. (33.70 mm O.D) each Tk.00 28. leveling.87 mm rm Tk.D (26.44 kg/m.1. cutting.2 50 mm N.M 0.50 kg/m.D) Equal Tee each Tk. 188 Description of Item Unit Unit Rate Unit Rate DIVISION 28 : GAS CONNECTION WORKS Item Description of Item PART-A (LOW PRESSURE LINE) 28.D. standard test pressure 50 kg/ m2.3 25 mm N. 263. Grade-B.S pipe weight min 1.1 75 mm N.68 kg/m.S pipe.D) each Tk.00 28. 110.D) M.3 kg/m. and accepted by the Engineer.30 mm O. (Rate is excluding the cost of welding) 28. 1.3 Providing Butt welded joints with pipes to Tees.70 mm O.4 Supplying.8) in 150 mm layer.90 mm O.1.00 28.00 .1 75 mm N.00 28.3 25. dressing and removing excess earth in all respect as per specification of Titas Gas T and D Co.2 50 mm x 50 mm x 25 mm (N.D (60.D) M. Government of Bangladesh shall be given priority) 28.D) Equal Tee each Tk. (60.4.D.29 mm rm Tk.90 mm O. standard test pressure 176 kg/ m2. 972.91 mm rm Tk. weight min 8. ERW Natural pipe line for supplying Titas Gas including. wall thickness min 11. grinding by machine etc. cutting trenches (450 x 910 mm) in all kinds of soil. fixing and laying different sizes M.3. standard test pressure 176 kg/ m2. all complete in all respect and accepted by the Engineer.10 Cutting permanent pucca (rigid/flexible) road and mending good the damages etc. 109.4.00 28.4.427.2 25 mm ball valve class 150 RF.30 mm O.836. 77.1 50 mm ball valve class 150 RF. 20.9 Supplying. .5 Supplying. Socket each Tk. Ltd.D) Insulation Flange.243.8 Testing and purging the pipe lines properly as per specification of Titas Gas T and D Co. 6. Ltd. 15.511.4 50 mm x 25 mm Service Tee each Tk.1" dia each Tk. each Tk.9.C (1:3:6) bed upon a layer of brick flat soling. 28.D. approved and accepted by the Engineer 28.470. all complete in all respect and accepted by the Engineer.00 28.609.4.5 25 mm x 90º Elbow each Tk. 236.S.8 20 mm plug. 116. Ltd. rm Tk.00 28.4.5.00 28.00 28.6 Supplying.00 28. all complete in all respect as per specification of Titas Gas T and D Co.5. 24. fitting and fixing in position different dia I/F (Insulated Flange) etc .844. 2. 2" dia each Tk. 189 Description of Item Unit Unit Rate 28. approved and accepted by the Engineer. Ltd.10 50 mm dia End Cap each Tk. 3. 63.00 28.3 25 mm x 25 mm Service Tee each Tk.00 28.7 50 mm x 25 mm Reducer. 10.00 28.00 28. Ltd. all complete in all respect as per specification of Titas Gas T and D Co. 98.1 50 mm x 50 mm Valve Tee (2" and above 2" low pressure line) each Tk. fitting and fixing ball valve class 150 RF including supplying of 2 Nos. 268.6 50 mm x 25 mm 45º Elbow each Tk.00 28. fitting and fixing of different sizes Valve Tee/ Service Tee to connect the pipe line with the Titas Gas Main pipe line etc. approved and accepted by the Engineer. over laid by 38 mm thick patent stone flooring including standard M.00 28.9 50mm X 20 mm saddle each Tk. sheet valve pit cover as per drawing and specification of Titas Gas T and D Co.5. flange along with necessary nuts and bolts welding the flange etc. 4.9. and accepted by the Engineer.7 Construction of 1520 x 1520 x 1370 (depth) mm water-tight valve pit. 226.00 28. 106.00 28.475.2 50 mm x 25 mm Valve Tee each Tk. welding. having a 75 mm thick C.4. etc.5. each Tk.00 28.4 50 mm x 90º Elbow each Tk.all complete in all respect as per specification of Titas Gas T and D Co. 50 mm N.00 28.4.PWD SoR 2014 for Civil Works Item No.4. enclosed by 250 mm thick brick wall in 1:6.11 25 mm dia End Cap each Tk. each Tk.00 28. plastered on each face in 1:4 with net cement finishing. (60.4. 326. Ltd. and accepted by the Engineer.11 Installation of Domestic or Commercial House line for supplying Titas Gas including supplying.11. 302.00 28.2 R.00 28.D. cutting trenches. Pipe (NT or equivalent) along with all necessary G.C. and accepted by the Engineer. Ltd. END OF DIVISION TWENTY EIGHT ………………….13 Testing and purging the house line properly as per specifications Titas Gas T and D Co. 190 Description of Item Unit Unit Rate 28. 28.2 12 mm N.12 Supplying..00 28.D. 861.D rm Tk.10. Road sqm Tk. and back filling the trenches.I. restoring walls and floors etc. complete in all respect as per specification of Titas Gas T and D Co.00 ………………….12.PWD SoR 2014 for Civil Works Item No. each Tk. Ltd.00 28.I. 16. 367.D. walls and floors etc.2 20 mm x 20 mm N. rm Tk. 28. fitting and fixing in position different dia best quality G.1 12 mm x 6 mm N. .10. Fitting and accessories.12.1 Bituminous Road sqm Tk. rm Tk. fitting and fixing in position different dia one-way brass stop cock (best quality and heavy type) etc.1 20 mm N. all complete in all respect as per specification of Titas Gas T and D Co.11. 576. approved and accepted by the Engineer. each Tk.B (Domestic & Commercial line) 28.C.00 28.00 Part .. 229. (Volume of the room will be considered towards measurement.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. particle board. pneumatic hand sprayer.00 29. complete and accepted by the Engineer.501. 15.3 Supplying anti-termite chemicals named DURS BAN 20 EC and mixing the same with pure water as per specification in item No.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.50 liters per sqm of the vertical surface area of the foundation wall accepted by the Engineer. electrical conduits etc. 1. spiders. dyna fog. complete and accepted by the Engineer. (The maximum depth of the back fill to be treated is 500 mm. flies. knap sac hand sprayer in air-tight position. 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. window frames. curtains. sqm Tk. bricks walls. hard board etc.) cum Tk. rm Tk. After fumigation the surface will be kept remain at air-tight condition at least for 3 (three) hours etc. silver fishes.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. floors. Per hole Tk.00 29. bees. wood paneling etc by using DURS BAN 20 EC emulsion in the ratio of 1 liter. 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. plywood. and the measurement for depth should not be given more than 500 mm) sqm Tk. on both surfaces by brush on both surfaces by brush-on-method etc.7 Anti termite treatment of all wooden doorframes. 148. with the application of fumigants such as Syngeata or NEOCIDOL-60 EC or similar chemically equivalent govt. doors and windows. 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. cockroaches. swing fog. sqm Tk. 204. DURS BAN 20 EC + 19 liters of Kerosene oil suitable for wood.PWD SoR 2014 for Civil Works Item No. 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. 1 and spraying the emulsified mixture with hand sprayer over both outside and inside back fill in foundation trenches @ 7. 191 Description of Item Unit Unit Rate Description of Item Unit Rate 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. carpets.00 29. records. furniture fanlight.00 29.L inside and outside the building and applying the emulsion of anti termite chemicals.00 29. cum Tk.6 Fumigation treatment (Pest Control) against mosquitoes.L/G. 39.00 DIVISION 29 : TERMITE TREATMENT WORKS Item . lizards and other common pests and insects in wooden walls. 202. 305. telephone cables utility pipes etc. Unit Rate . each nest Tk.474. 1.) 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.PWD SoR 2014 for Civil Works Item No. tree stumps in lawn with the treatment of DURS BAN 20 EC by excavation of soil in affected area up to a depth of 1.00 29. 192 Description of Item Unit 29. cost of all materials and chemicals etc.. complete and accepted by the Engineer.9 Destruction of termite nest around an infested building. complete and accepted by the Engineer. foam etc.. all complete as per direction including. END OF DIVISION TWENTY NINE …………………. 235. for all floors etc. 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.00 ………………….8 Anti-termite treatment of electric telephone wiring system by inserting a plugging materials (cotton.5 meter. Per board Tk. followed by impervious/wet covering for another 4 (four) days etc all complete and accepted by the Engineer.37 30.3.2.14~5N/mm2 of size (390 x 70 x 190) mm in compliance with ASTM C129. floor up to 5th floor sqm Tk. 41. 41.37 30.3 Add for each addl floor for 6th floor to 9th floor sqm Tk. 654.1. 30.1. FACINGS AND PAVING STONE Item Description of Item 30.2 70 mm thick partition wall excluding plaster thickness with Concrete Hollow block having compressive strength of 4.00 30. laying with 8-10 mm thick mortar (with admixture) of cement.82 . 24. followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer.2.00 30.82 30.14~5N/mm2 of size (390 x 90 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.1 70 mm thick partition wall excluding plaster thickness with Concrete Hollow block having compressive strength of 4. 33.2 F. lime and sand in ratio 1:1:6 (sand not less than 1.M). 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 1.82 30. 598. thickness of individual Block shell should not be less than 16 mm. 578. 30.1 Ground floor sqm Tk.2 Add for each addl.1 Ground floor sqm Tk.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. 193 Description of Item Unit Unit Rate Unit Rate DIVISION 30 : CONCRETE HOLLOW BLOCK.2 Add for each addl. water absorption not more than 7%.3 90 mm thick partition wall with Concrete Hollow block having strength of 4.1 Ground floor sqm Tk.10 30. water absorption not more then 7%.PWD SoR 2014 for Civil Works Item No.2 F. 30.10 30. floor up to 5th floor sqm Tk.00 30.4 Add for each addl floor for 10th floor and above sqm Tk.2 Add for each addl.2. 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. 24.1. 24. lime and sand in ratio 1:1:6 (sand not less than 1.3 Add for each addl floor for 6th floor to 9th floor sqm Tk.2.14~5N/mm2 of size (390 x 70 x 190) mm compliance with ASTM C129.3.1. thickness of individual Block shell should not be less than 16 mm. 33.4 Add for each addl floor for 10th floor and above sqm Tk. lying with specified mortar (with admixture) of cement.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. floor up to 5th floor sqm Tk.2 F. 2 Add for each addl.2 F.3.4.M).3 Add for each addl floor for 6th floor to 9th floor sqm Tk.M).37 30. 634. 41.2 F.6.4 Add for each addl floor for 10th floor and above sqm Tk. 41.00 30. 24.00 30.2 Add for each addl. thickness of individual Block shell should not be less than 16 mm. 915.14~5N/mm2 of size (390 x 140 x 190) mm in compliance with ASTM C129. followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer.3 Add for each addl floor for 6th floor to 9th floor sqm Tk. 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.37 30.65 .1 Ground floor sqm Tk. laying with specified mortar (with admixture) of cement and sand in ratio 1:6 (sand not less than 1. 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.4 90 mm thick partition wall with Concrete Hollow block having compressive strength of 4.6.4. thickness of individual Block shell should not be less then 25 mm. floor up to 5th floor sqm Tk. 30. 30. floor up to 5th floor sqm Tk.5.10 30. lime and sand in ratio 1:1:6 (sand not less than 1. 33. 33.4 Add for each addl floor for 10th floor and above sqm Tk. water absorption not more than 7%. 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.37 30.10 30. 49. lying with specified mortar (with admixture) of cement.4 Add for each addl floor for 10th floor and above sqm Tk.3.3 Add for each addl floor for 6th floor to 9th floor sqm Tk.5.5 140 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 C90.1 Ground floor sqm Tk. 49.3 Add for each addl floor for 6th floor to 9th floor sqm Tk.PWD SoR 2014 for Civil Works Item No.M). 41. and sand in ratio 1:6 (sand not less than 1.2 Add for each addl.37 30.1 Ground floor sqm Tk. followed by impervious /wet covering for another 4( four) days curing etc all complete and accepted by the Engineer.2 F.82 30.65 30. 888. followed by impervious /wet covering for another 4 (four) days curing etc. 41. water absorption not more than 7%.14~5N/mm2 of size (390 x 90 x 190) mm in compliance with ASTM C129.6 140 mm thick partition wall with Concrete Hollow block having compressive strength of 4.4. 33.10 30.4.00 30. 194 Description of Item Unit Unit Rate 30. water absorption not more than 7%.5.5.4 Add for each addl floor for 10th floor and above sqm Tk. floor up to 5th floor sqm Tk.10 30. 33. laying with mortar (with admixture) of cement.6.6. 30. all complete and accepted by the Engineer. thickness of individual Block shell should not be less than 16 mm. 4 Add for each addl floor for 10th floor and above sqm Tk.M).37 30. 1. water absorption not more than 7%. water absorption not more than 7%. followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer. 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.10 30.4 Add for each addl floor for 10th floor and above sqm Tk.1 Ground floor sqm Tk.2 F.1 Ground floor sqm Tk. 30. thickness of individual Block shell should not be less than 25 mm.2 Add for each addl. 41.92 .14~5 N/mm2 of size (390 x 190 x 190) mm compliance with ASTM C90. 49. water absorption not more than 7%.8.9.3 Add for each addl floor for 6th floor to 9th floor sqm Tk.65 30.9.8. laying with mortar (with admixture) of cement. 1. 33.3 Add for each addl floor for 6th floor to 9th floor sqm Tk.65 30. 33. 57.2 F.37 30.00 30. 41. followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer.37 30.7. lime and sand in ratio 1:1:6 (sand not less than 1.318.2 Add for each addl.7.7. (rate is excluding the cost of grouting and reinforcement) 30.117.M).65 30. floor up to 5th floor sqm Tk. thickness of individual Block shell should not be less than 25 mm. thickness of individual Block shell should not be less then 25 mm.00 30.7.00 30.10 30.9. (rate is excluding the cost of grouting and reinforcement) 30. 195 Description of Item Unit Unit Rate 30.144. floor up to 5th floor sqm Tk.4 Add for each addl floor for 10th floor and above sqm Tk.PWD SoR 2014 for Civil Works Item No.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. followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer. 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. 1.9.8. laying with mortar (with admixture) of cement and sand in ratio 1:6 (sand not less than 1.8 140 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 C90.9 190 mm thick load bearing wall with Concrete Hollow block having compressive strength of 4. 49. 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.8. laying with mortar (with admixture) of cement. 49.3 Add for each addl floor for 6th floor to 9th floor sqm Tk.M). 41.2 F.2 Add for each addl. lime and sand in ratio 1:1:6 (sand not less than 1. floor up to 5th floor sqm Tk.1 Ground floor sqm Tk. laying with mortar (with admixture) of cement and sand in ratio 1:6 (sand not less than 1.10 190 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. all complete and accepted by the Engineer.2 Add for each addl.00 30.84 30.92 30.13. thickness of individual block shell should not be less than 25 mm.07 30. 57.65 30.1 Ground floor sqm Tk. 3.11.12. water absorption not more than 7%. 49. 11. carrying and placing of (600 x 200 x200) mm concrete ceiling block on properly leveled shutter accepted by the Engineer 30.10. floor up to 5th floor sqm Tk.2 Add for each addl. followed by impervious/wet covering for another 4 (four) days etc. 203.08 30.12. 4. floor up to 5th floor each Tk.00 30.00 30.12.PWD SoR 2014 for Civil Works Item No.84 30.2 Add for each addl.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. 1. floor up to 5th floor sqm Tk. 16. 3.2 Add for each addl.2 F. 120. floor up to 5th floor each Tk.11 Supplying. all complete etc.3 Add for each addl floor for 6th floor to 9th floor sqm Tk.07 .13. followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer.11.13. 22.293.11. 89.10.3 Add for each addl floor for 6th floor to 9th floor each Tk.1 Ground floor each Tk.4 Add for each addl floor for 10th floor and above sqm Tk.03 30.3 Add for each addl floor for 6th floor to 9th floor sqm Tk.4 Add for each addl floor for 10th floor and above sqm Tk.1 Ground floor each Tk. 8.M). 6.12 Supplying.00 30. 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.12. 30.55 30. 3.92 30. 196 Description of Item Unit Unit Rate 30.3 Add for each addl floor for 6th floor to 9th floor each Tk.61 30. carrying and placing of (600 x 200 x 150) mm concrete ceiling block on properly leveled shutter accepted by the Engineer.1 Ground floor sqm Tk.37 30.13. scaffolding and curing for min 3 (three) days on mortar joints by jute/brush in wet.10.10. (Rate is excluding cost of grouting and reinforcement) 30.4 Add for each addl floor for 10th floor and above each Tk.11. 41.4 Add for each addl floor for 10th floor and above each Tk. (Rate is excluding cost of grouting and reinforcement) 30. 18. and filling all interstices with sand.399. cleaning etc. 1.18. 1.28 30.155. sqm Tk. road. accepted by the Engineer. 799.00 30.1 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.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. 46. accepted by the Engineer. accepted by the Engineer. 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.3 Add for each addl floor for 6th floor to 9th floor sqm Tk. car porch having compressive strength of 49 N/mm2 on compacted sand bed of 50 mm on stabilized soil base. major walk way.14.17. 919.2 Supplying and placing of approx. accepted by the Engineer. cleaning and washing of sand.2 Add for each addl. 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.15. cleaning etc. sqm Tk. 39. 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. 1.14. Roads Rounds Abuts.1 Supplying and placing of 60 mm thick grey Uni-Block for paving foot-path.1. cleaning etc.18.00 30. sqm Tk. and filling all interstices with sand. 1.PWD SoR 2014 for Civil Works Item No. 31. cleaning etc.18. 197 Description of Item Unit Unit Rate 30.00 30. accepted by the Engineer. sqm Tk. cleaning etc. sqm Tk.1. and filling all interstices with sand.00 30.00 30.1 Ground floor sqm Tk.00 30. floor up to 5th floor sqm Tk.019. all complete and accepted by the Engineer. sqm Tk. 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. 1. accepted by the Engineer. accepted by the Engineer. 1.081. curing for min 3 (three) days on mortar joints by jute /brush in wet. and filling all interstices with sand. car porch having compressive strength of 49 N/mm2 on compacted sand bed of 50 mm on stabilized soil base. 1.92 .590.00 30.330.17.2 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.2 Supplying and placing of 80 mm thick coloured Uni-Block for paving Heavy trafic areas. sqm Tk. major walk way.16. 30. and filling all interstices with sand. and filling all interstices with sand.10 30.00 30.16.1 Supplying and placing of approx. cleaning etc.1 Supplying and placing of 80 mm grey Uni-Block for paving Heavy Trafic areas.00 30. cleaning etc.1.18.2 Supplying and placing of 60 mm thick coloured Uni-Block for paving foot-path. accepted by the Engineer.1.4 Add for each addl floor for 10th floor and above sqm Tk.605. sqm Tk. followed by impervious /wet covering for another 4 (four) days etc. cleaning etc.15. 1.1. curing for min 3 (three) days on mortar joints by jute /brush in wet.2. floor up to 5th floor sqm Tk.1 Ground floor sqm Tk. necessary scaffolding.1.18.2.2 Add for each addl.20. 30. 46. cleaning and washing of sand. 46.1 Ground floor sqm Tk.4 Add for each addl floor for 10th floor and above sqm Tk.1.92 30. all complete and accepted by the Engineer.19. followed by impervious /wet covering for another 4 (four) days etc.035.92 30.18.1 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.1.2.4 Add for each addl floor for 10th floor and above sqm Tk.1 Ground floor sqm Tk.10 30. raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing.10 30.PWD SoR 2014 for Civil Works Item No. floor up to 5th floor sqm Tk.19.19.19. cleaning and washing of sand.19. 46.10 30. 39.4 Add for each addl floor for 10th floor and above sqm Tk. 39.28 30.2.3 Add for each addl floor for 6th floor to 9th floor sqm Tk.00 30. floor up to 5th floor sqm Tk.00 30. 198 Description of Item Unit Unit Rate 30.18. 31. filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for min.2.2.2.92 30. all complete and accepted by the Engineer.19.2.2 Add for each addl.791. all complete and accepted by the Engineer.00 30. 30. 3 (three) days on mortar joint by jute/ brush in wet followed by impervious covering for another 4 (four) days etc.19. 3 (three) days on mortar joint by jute/ brush in wet followed by impervious covering for another 4 (four) days etc. 31.2 Add for each addl. filling the interstices with same mortar.3 Add for each addl floor for 6th floor to 9th floor sqm Tk.19.19. 39.19. 30. 31. filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for min. . all complete for up to 4th floor accepted by the Engineer. curing for min 3 (three) days on mortar joints by jute /brush in wet.3 Add for each addl floor for 6th floor to 9th floor sqm Tk.28 30.18.2 100 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.28 30. followed by impervious /wet covering for another 4 (four) days etc.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. 1. 909.18.1 215 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. 00 30. filling the interstices with same mortar. curing for min 3 (three) days on mortar joints by jute /brush in wet. 30. 31. 31. 39.10 30.1 Ground floor sqm Tk.2.20. 39.20. all complete for up to 4th floor accepted by the Engineer.20.1 Ground floor sqm Tk.20. followed by impervious /wet covering for another 4 (four) days etc.20. floor up to 5th floor sqm Tk.20. followed by impervious /wet covering for another 4 (four) days etc. filling the interstices with same mortar.20.20.2.3 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.20.136. curing for min 3 (three) days on mortar joints by jute /brush in wet. floor up to 5th floor sqm Tk. followed by impervious /wet covering for another 4 (four) days etc.20. 1.2 Add for each addl.110.28 30.3.2 Add for each addl. filling the interstices with same mortar.4 Add for each addl floor for 10th floor and above sqm Tk. necessary scaffolding. curing for min 3 (three) days on mortar joints by jute /brush in wet. necessary scaffolding.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.20.20.3.PWD SoR 2014 for Civil Works Item No.00 30. 1.20.2 Add for each addl.00 30.3 Add for each addl floor for 6th floor to 9th floor sqm Tk. 39.20. 30.10 30.10 30.4. floor up to 5th floor sqm Tk. cleaning and washing of sand.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. raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing.28 30.92 30.4.1. all complete for up to 4th floor accepted by the Engineer. 30.00 30.1 Ground floor sqm Tk. 46. cleaning and washing of sand.1.10 .3 Add for each addl floor for 6th floor to 9th floor sqm Tk.1.3.20.1 Ground floor sqm Tk.20.337.20. 1. raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing.3. 31.92 30. 46. necessary scaffolding.3 Add for each addl floor for 6th floor to 9th floor sqm Tk.20.4 Add for each addl floor for 10th floor and above sqm Tk. 46.28 30.2. all complete for up to 4th floor accepted by the Engineer. floor up to 5th floor sqm Tk.4.2. 199 Description of Item Unit Unit Rate 30.4 Add for each addl floor for 10th floor and above sqm Tk.92 30.28 30.2 Add for each addl. 1.052. raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing.1.3 Add for each addl floor for 6th floor to 9th floor sqm Tk. 31. 39. cleaning and washing of sand. 700. cleaning and washing of sand. 31.20.2 Add for each addl. filling the interstices with same mortar.4 Add for each addl floor for 10th floor and above 30.00 30. 68. carrying.20.00 30.92 Ground floor sqm Tk.3 Add for each addl floor for 6th floor to 9th floor sqm Tk. sqm Tk.00 ………………….2 Add for each addl.5. END OF DIVISION THIRTY ………………….6.6. all complete for up to 4th floor accepted by the Engineer. 73.PWD SoR 2014 for Civil Works Item No. followed by impervious /wet covering for another 4 (four) days etc.20. sqm Tk. all complete for up to 4th floor accepted by the Engineer. 30. 195.3 Add for each addl floor for 6th floor to 9th floor sqm Tk. necessary scaffolding.00 30. 39. raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing.20. necessary scaffolding. placing. carrying.6.28 30.10 30. 46. 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. filling the interstices with same mortar.21. 63..20.92 30.5. placing. 39.6 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.00 30.3 Supplying. placing.4 Supplying.20.2 Supplying.4 Add for each addl floor for 10th floor and above sqm Tk. 30.20. 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. floor up to 5th floor sqm Tk.6. raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing. carrying. curing for min 3 (three) days on mortar joints by jute /brush in wet. 700. carrying. curing for min 3 (three) days on mortar joints by jute /brush in wet.00 30. floor up to 5th floor sqm Tk.28 30.20.21. 68. 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.00 30. 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.1 Supplying. 46.4 Add for each addl floor for 10th floor and above sqm Tk.21.5 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.1 Ground floor sqm Tk.92 30.10 30. sqm Tk.22 Supplying. 46.5. providing of concrete Kerb stone size (600 x 300 x 100) mm approved and accepted by the Engineer. placing. . 200 Description of Item 30.21.20. carrying..1 Unit Unit Rate sqm Tk. sqm Tk. 31.20.4.5. cleaning and washing of sand. placing.20. sqm Tk. followed by impervious /wet covering for another 4 (four) days etc. 246. None of the item(s) under 31.1 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. other accessories and manpower at work site within 20 km from divisional (administrative) head qtrs. Per point Tk. all complete and accepted by the Engineer. fixing location of bore holes citing respective coordinates in X. number and types of tests mentioning levels into the sub-surface with respect to existing ground level / levels (EGL)] 31. 5.3 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.3 Installation of boring equipment at site: 31.303.715. Per site Tk. Part 31-A is restricted in use and 31-B is to be generally. tripod for temporary camp.4.2 Installation of boring equipment at site: for depth of water above 750 mm to 1500 mm and accepted by the Engineer.00 .1 Mobilization and demobilization of boring equipment such as drilling rig.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. drilling pipes. 214.3. rm Tk.4 Boring 100 mm dia bore-hole by wash boring method: 31.00 31. rm Tk. Y & Z axes with respect to pre-determind datum(BM) and inspection of sampling and samples by the Geo-tech. 5.3.00 31. wrange.00 31. Expert / Engineer Per site Tk.4. 201 Description of Item Unit Unit Rate DIVISION 31 : SUB-SOIL INVESTIGATION WORK This division contains two parts namely Part 31-A and 31-B. Per point Tk.PWD SoR 2014 for Civil Works Item No.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. hammer: (140 + 2 Ibs) /(63.5.2 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.00 31. rm Tk.3 Installation of boring equipment at site: For depth of water above 1500 mm (stagnant water) and accepted by the Engineer. drop hammer. sample collection devices tools and plants.00 31. rm Tk. 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.5 Execution of SPT with Standard Autometic Hammer (ASTM D-1586-84. 256. chain.00 31.00 31. etc.2 Field visit . 839. tripod.00 31.5 Boring 100 mm dia bore-hole by wash boring method: 45 meter & above including the depths for SPT operation and accepted by the Engineer.00 31. 4.4.223.1 to 31. 31. pulley.4.697.5 + 1 Kg).00 31. 235.4.4 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. Item Description of Item Unit Rate 31-A: Restricted and Secondary Sub-Soil investigation works. rm Tk.31.1 SPT @ 1500 mm interval: For 0 to 15 meter Per point Tk.3. Per point Tk. 241. 9. 90. 10 Specific gravity per set of test Tk. sections through all boreholes along different axes.126. 600.2 SPT @ 1500 mm interval: For 15 meter to 25meter Per point Tk.15 Atterberg limit test 31.00 31.20 Loss on ignition for cohesive soil per set of test Tk. and transportation and accepted by the Engineer.15.13 Linear Shrinkage for cohesive soil per set of test Tk.200. (ASTM D1587-83) Per sample Tk. 1. 150.9 Preparation.00 31.19 Organic matter content per set of test Tk. 100.00 31.4 SPT @ 1500 mm interval: For 35 meter to 45 meter Per point Tk.00 31. Per test Tk.8 Plate load test: mobilization.11 Grain size Analysis of soil by Sieve and Hydrometer analysis & Specific gravity test. preparation and submission of test report (if desired by S. 300.18 Natural moisture content per set of test Tk.00 31.00 31. 863.00 31.12 Visual Inspection & Classification of soil for engineering purposes per set of test Tk. arrangement of plates for loading and all other required materials.00 31. 750. 113. execution of tests. And Providing ASTM Classification of Soil per set of test Tk. 19.00 31.5. 113.00 31.5 SPT @ 1500 mm interval: 45m and above Per point Tk.3 SPT @ 1500 mm interval: For 25 meter to35 meter Per point Tk. and all complete as per satisfaction and direction of engineer-in-charge. 31. (ASTM D-1587-83) Per sample Tk. 214.7 Collection of disturbed soil samples in 75 mm tubes from cohesive layer including preservation.15.16 Unit weight of soil per set of test Tk.2 Plastic limit for cohesive soil per set of test Tk.21 Sand equivalent test per set of test Tk.14 Shrinkage limit for cohesive soil per set of test Tk. 226.6 Collection of undisturbed soil samples in 75 mm tubes from cohesive layer including preservation. 97. 300. on two or more sets of data given or assumed.00 Carrying out different test on soil samples collected from the sub-soil investigation site accepted by the Engineer.5.1 Liquit limit for cohesive soil per set of test Tk. bearing capacities. Per site Tk.050.00 31.17 Void ratio per set of test Tk. 108.00 31.00 31.00 31.PWD SoR 2014 for Civil Works Item No. 600.E. 150. Design Circle) and accepted by the Engineer.517.5. 139. and transportation and accepted by the Engineer. citing reference etc.00 .00 31. writing and submission of report on sub-soil investigation containing all parameters.00 31. 10.00 31. 1. recording the data.462.00 31.5. demobilization. 1.00 31. 202 Description of Item Unit Unit Rate 31. 500.400. 2.2 Triaxial Shear Test 31.00 31. 1.31.00 31. 1. 2.050. 1.00 31. 203 Description of Item Unit Unit Rate 31.450.00 31.1 Standard proctor per set of test Tk. 2.3 Field Vanshear test in cohesive soil (ASTM D-2573-72.500.24 Consolidation test for cohesive soil per set of test Tk.1 Consolidated undrained triaxial test with pore pressure for cohesive and non cohesive soil per set of test Tk.00 31.3 Consolidated drained triaxial test per set of test Tk.00 31.4 Unconsolidated undrained triaxial test without pore pressure per set of test Tk.050.25. per set of test Tk.29 One dimensional swelling / settlement potential of cohesive soil.25.2 Modified proctor per set of test Tk.25.25. 1978) per set of test Tk.25.2. 900.27 Field density test in/c field visit for non-cohesive soil per set of test Tk.100.PWD SoR 2014 for Civil Works Item No.23 Permeability non-cohesive soil per set of test Tk.1 Consolidated drain test per set of test Tk.25.250.2 Consolidated undrained triaxial test without pore pressure for cohesive soil per set of test Tk. 1.1.2 Consolidated quick test per set of test Tk.00 31.00 31.25 Shear test 31. 2. 1.1.25.25. 3.100.650.200. 1.00 31.950.22 Permeability for cohesive soil per set of test Tk. reapproved in 1977 per set of test Tk. 3. 1.30 Non-repetitive static plate load test of soil (ASTM D-1196-64.200.25.00 31.1.250.25. 1.800.31 Compaction test 31.00 .1 Direct Shear Test per set of test 31. 1. 1.00 31.2.00 31.31.3 Unconsolidated quick test per set of test Tk.00 31.000.26 Unconfined compression test for cohesive soil per set of test Tk.00 31.28 Ground water table location per set of test Tk.2.00 31.2.00 31. 2.00 31.200. per km Tk.1 Bore Hole depth 0 to 15m per bore Tk.5m in depth Tk.00 31..Soil investigation by exploratory borings and/ or by CPT. 28.00 31.33.32. furnishing them in the form of Standard Sub-Soil Investigation Report duly signed by competent Engineer & Exploratory Office.4 Bore Hole depth 0 to 25m per bore Tk.32.1 20 km within Dhaka. 16.32. 23.Khulna. 4. Barishal.108. 13.Specific Gravity.364.00 31.00 31.00 31.Rajshahi.00 31.00 31. Chittagong. C -ф values and other Strength parameters to ascertain Bearing Capacity .32 Sub .564. Settlement .7 Bore Hole depth 0 to 40m per bore Tk.33 Extra cost per site for Mobilization & demobilization in addition to any item under 31.277.33. 8.32.637. DCP etc. Skin friction. collecting and necessary testing of samples in numbers as required for Stratification of Layers.364.00 31.8 Bore Hole depth 0 to 45m per bore Tk. 31.3 Bore Hole depth 0 to 20m per bore Tk. Rangpur Per site Tk.6 Bore Hole depth 0 to 35m per bore Tk.637. . 19. 9.shrinkage & swelling.PWD SoR 2014 for Civil Works Item No. physical parameters of soils like Atterberg limits. Hydrometer if required) .223. 9. 204 Description of Item Unit Unit Rate 31-B: General Sub-Soil Investigation Works 31.2 Other than divisional city : cost in addition to item 31.00 ………………….675. 20. if the same is under water by more than 1.32.32.00 31.33.. 11.303.32.5 Bore Hole depth 0 to 30m per bore Tk.2 Bore Hole depth 0 to 18m per bore Tk. END OF DIVISION THIRTY ONE ………………….1 for the distance from respective divisional HQ to site.34 Extra cost per bore hole . End bearings etc at layers of interest as per respective National/International standards and entering all theese data & information in necessary Tables & Graphs . Sylhet . Gain size distribution(by wet seive.32.32 31.00 31.
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