50 SCHEDULE OF RATES FOR CIVIL WORKS TWELFTH EDITION : 01 JUNE, 2008 Item No Description of Item DIVISION 01 : GENERAL AND SITE FACILITIES 01.1 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
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CIVIL WORKS SCHEDULE 2006
SISECONDARY INPUT1Palesading (Item 186)0.0sft.2Bamboo driving (Item 185)0.0rft325 mm thick patent stone (1:2:4) with brick/chips for mosaic work0.0% sft425 mm thick patent stone (1:1.5:3) with stone/chips for mosaic work0.0% sft.5Labour cost of mosaic with glass strip0.0% sft.6Labour cost of mosaic without glass strip0.0% sft.Cost for laying glazed tiles on wall (3:1)0.0% sft.Cost for laying glazed tiles on floor (2:1)0.0% sft.Cost for laying glazed tiles on floor (3:1)0.0% sft.71/2 " thick plaster (1:4)0.0sft.81/2 " thick plaster (1:4) with N.C.F.0.0sft.9One layer brick-flat soling0.0% sft.10Polythene sheet laying0.0% sft.11Brick work (1:6) in superstructure0.0% cft.12Brick work (1:6) in foundation0.0% cft.Plain concrete (1:3:6) with brick chips0.0% cft.13Plain concrete (1:2:4) with brick chips0.0% cft.Plain concrete (1:1.5:3) with brick chips0.0% cft.Concrete for slab (1:2:4)0.0% cft.Concrete for wall (1:2:4)0.0% cft.145" / 125 mm brickwork (1:4)0.0% sft.155" / 125 mm brickwork (1:6)0.0% sft.16Earthwork in excavation0.0% 0 cft.17Synthetic Enamel paint0.0% sft.18French polish0.0% sft.19Sand fill (0.8)0.0% cft.2040 Grade rebar in concrete0.0IbsFORM-WORK SHUTTERING WOODENWOODENSTEEL1Colum footing0.0Per sqm.0.02Raft / mat0.0Per sqm.0.03Foundation beam0.0Per sqm.0.04Pedestal / column etc.0.0Per sqm.0.05Tie-beam, lintels0.0Per sqm.0.06T-EL-R beam0.0Per sqm.0.07Roof slab0.0Per sqm.0.08Waffel / ribbed slab0.0Per sqm.0.09Railing-drop-walls, cornice, fins etc.0.0Per sqm.0.010Sun-shade0.0Per sqm.0.011Stair-case slab0.0Per sqm.0.0COST FOR LAYING CONCRETE1Laying concrete (1000 cft per day using one mixture machine)0.0% cft.2Laying concrete (800 cft per day using one mixture machine)0.0% cft.3Laying concrete (600 cft per day using one mixture machine)0.0% cft.4Laying concrete (500 cft per day using one mixture machine)0.0% cft.COST OF MATERIALS FOR CONCRETE1(1:3:6) with BRICK CHIPS and sand of F.M. 1.20.0% cft.2(1:2:4) with BRICK CHIPS and sand of F.M. 1.20.0% cft.3(1:2:4) with BRICK CHIPS (sand of F.M. 1.2 and 2.2 in equal proportion)0.0% cft.4(1:2:4) with CRUSHED STONE CHIPS and 100% sand of F.M. 2.20.0% cft.5(1:1.5:3) with BRICK CHIPS (sand of F.M. 1.2 and 2.2 in equal proportion)0.0% cft.6(1:1.5:3) with CRUSHED STONE CHIPS and 100% sand of F.M. 2.20.0% cft.7(1:1.25:2.5) with CRUSHED STONE CHIPS and 100% sand of F.M. 2.20.0% cft.
Long ScheduleSCHEDULE OF RATES FOR CIVIL WORKSTWELFTH EDITION : 01 JUNE, 2008Item NoDescription of ItemUnitUnit RateDIVISION 01 : GENERAL AND SITE FACILITIES01.101.1.1Engineers site office of minimum 15 sqm plinth area with providing furniture, first aid-box, safety helmet, level / theodolite, consumables, stationeries etc.L.S.9091901.1.2Engineers 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.28127801.1.3Engineers 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.36447201.1.4Engineers 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.38824101.1.5Engineers site office of minimum 10 sqm plinth area with providing furniture, first aid-box, safety helmet, consumables, stationeries etc for low value simple work of short duration (not more than six months).L.S.1570601.1.6Providing and maintenance window type 1800 BTU AC (Air-Cooler) for Engineers office and remove after completion of contract.each2959301.1.7Providing 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.each380301.2.1Providing 3 sets as-built Drawings subject to Engineers 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 Engineers approval, the Engineer shall withhold the amount stated in the PCC from the payments due to the Contractor.The as-built drawings must show the permanent works as actually constructed and reflect the revision of Tender Drawings and Drawings supplied to the Contractor during the Contract as well as revisions of drawings supplied by the Contractor during the Contract. (One set of as-built drawings shall be considered for measurement and payment)sqm.161201.2.2Providing 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.52701.2.3Providing 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.month60901.2.4Preparation & 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)L.S.1818401.2.5Updating 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, Engineers approval of the Programme shall not alter the Contractors 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.month273401.2.6Providing all necessary logistic support to frame monthly progress meeting between Contractor/Contractors representatives and Employer / Employers representatives at the Engineer's office at site.month202001.3Providing layout and carry over PWD Bench-Mark (BM) at site from nearby BM pillar, Property lines, existing ground level (EGL), formation ground level (FGL), highest flood levels (HFL), plinth levels (PL), mean sea level (MSL), setting and marking all pillars, marker, pegs etc. showing and maintaining reduced levels (RLs) including locating, establishing, protecting all public utilities within the premise of work and finally all to be presented in black and white.sqm.1701.4Mobilization and cleaning site before commencing actual physical work and during contract period and demobilization after completion of the Works under contract accepted by Engineer.This work shall also covers clayey cleaning and clearing, cutting or filling, dressing the project area on and in the ground to an extent that all the events of works of the project can be executed smoothly in a working environment with a particular attention on safety and security in all respects, and to stockpile the end outcome to a place for disposal agreed by the Engineer, where, payments are to be based on ground area determined by the Engineer and be proportionate to the percentage progress of work under contract as a whole in all respects and approved by the Engineer.sqm.128DIVISION 02 : EXCAVATION, FILLING AND SITE DEVELOPMENT & PALISADING02.1Earth work in excavation in all kinds of soil for foundation trenches including. layout, providing center lines, local bench-mark pillars, leveling, ramming and preparing the base, fixing bamboo spikes and marking layout with chalk powder, providing necessary tools and plants, protecting and maintaining the trench dry etc., stacking, cleaning the excavated earth at a safe distance out of the area enclosed by the layout etc. all complete and accepted by the Engineer, subject to submit method statement of carrying out excavation work to the Engineer for approval. However, Engineers approval shall not relieve the contractor of his responsibilities and obligations under the contract.02.1.1Layout and marking for earthwork in excavation in foundation accepted by the Engineer. [Plinth area of the structure shall be considered for measurement]sqm.702.1.2Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead: in soft clayey soil / loose sand / siltcum4102.1.3Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead: in medium stiff clayey soil.cum5902.1.4Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead: in very stiff (hard) clayey soil/ rubbish etc.cum8902.1.5Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead: in very soft / saturated / organic clayey soil / soil of semi-liquid state.cum10202.1.6Extra rate for each additional 0.5 meter depth exceeding 1.5 meter.cum1002.1.7Extra rate for each 1 m additional lead beyond 10 m.cum102.2Bailing out trapped water caused by inundation or rain, by pump from foundation trenches.hour23702.3Supplying of straight and strong borrak bamboo posts of having minimum 75 mm diameter althrough and driving the same vertically in the ground up to required depth by any means shaping the top of the post, all complete and accepted by the Engineer.rm.3902.4Supplying wooden ballah having an average diameter not less than 150 mm (without barks) at one third distance from larger end with a minimum end diameter of 100 mm for retaining purpose and driving to a depth as per design and drawing by any method including all arrangement for staging, hoisting, carrying etc. complete and accepted by the Engineer.rm.34402.5Palisading work by supplying bitumen drum sheet walling tied with 20 BWG G.I. wire fixing the same with already driven borrak bamboo posts with half split borrak bamboo runners @ 450mm c/c horizontally with iron nails, G.I wire etc. all complete and accepted by the Engineer. (Rate is excluding the cost of bamboo post).sqm.41702.6Supplying and fitting-fixing horizontal bracing in Palisading with split wooden ballah having an average diameter not less than 150 mm with a minimum end diameter of 100 mm @ 450 mm including supply of iron nails, gazals etc. complete approved and accepted by the Engineer.rm.12102.7.1Shore protection work during excavation in foundation trenches up to 1.5 m depth, to protect loss due to damage of property by Palisading accepted by the Engineer. [the rate is including cost of vertical post]sqm.46402.7.2Shore protection work during excavation in foundation trenches to protect loss due to damage of property by Palisading beyond 1.5 m depth accepted by the Engineer [the rate is including cost of vertical post]sqm.67902.8Supply and laying 2 mm thick Geo-textile of approved quality and origin/manufacturer as per manufacturers instructions approved and accepted by the Engineer.Before commencing laying of Geo-textile, the Contractor must submit the method statement for carrying out this work including sample with evidence of origin and compliance certificate from independent testing laboratory for approval.sqm.12302.9Removing sludge or semi-liquid clay/substances etc not suitable for pumping out or carrying by head load from the bottom of any marshy land, lake, ditch, pond by mixing fine local sand of F.M. 0.8 or less to a proportion such that it can be carried to an intermediate point of disposal and cutting the same including stacking and spreading properly on a suitable place to dry in the sun for a certain days and dispose the dried sludge or clay to a safe distance etc. complete and accepted by the Engineer subject to submit method statement to the Engineer for carrying out the works including ultimate disposal of the sludge under this item for approval. However Engineers approval shall not relieve the Contractor of his responsibilities and obligations under the contract.cum42002.10.1Sand filling in foundation trenches and plinth with sand having F.M. 0.5 to 0.8 in 150mm layers including leveling, watering and compaction to achieve minimum dry density of 90% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only etc. all complete and accepted by the Engineer.cum47602.10.2Sand filling in foundation trenches and plinth with coarse sand having min. F.M. 1.2 in 150mm in layers including leveling, watering and compaction to achieve minimum dry density of 90% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only etc. all complete and accepted by the Engineer.cum77602.10.3Sand filling in foundation trenches and plinth with coarse sand having min. F.M. 2.2 in 150mm layers including leveling, watering and compaction to achieve minimum dry density of 90% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only etc. all complete and accepted by the Engineer.cum126702.1150 mm down graded picked jhama Khoa consolidation in foundation trenches by mixing the same with best quality local sand (F.M. 1.2) in (2:1) (khoa:sand) proportion to achieve minimum dry density of 90% with optimum moisture content (Modified proctor test) including breaking and screening chips,laying and spreading in150mm layers uniformly etc. all complete and accepted by the Engineer.cum243102.1250 mm down graded picked jhama khoa consolidation in foundation trenches by mixing in mixer machine in foundation with best quality local sand(F.M. 1.2) and cement in (1:6:12) (cement : sand : khoa) proportion to achieve minimum dry density of 90% with optimum moisture content (Modified proctor test) including breaking and screening chips etc. all complete and accepted by the Engineer.cum327402.13Earth filling in foundation trenches and plinth in 150 mm layer with earth available within 90 m of the building site to achive minimum dry density of 90% with optimum moisture content (Modified proctor test) including carrying watering, leveling, dressing and compacting to a specified percentage each layer up to finished level etc. all complete and accepted by the Engineer.cum7002.14Clearing and disposing of excavated earth from the construction site by truck or any other means to a place within 30 km radius of the city or town area including loading, unloading at both ends, leveling and dressing the carried earth etc. complete accepted by the Engineer.cum27902.15Earth filling in foundation trenches and plinth in 150 mm layers with carted earth carried by truck or any other means loading and unloading at both ends including leveling, watering and compacting to achive minimum dry density of 90% with optimum moisture content (modified proctor test) including local carriage each layer up to finished level including cost of water and test (carried from beyond 300 m) etc. all complete and accepted by the Engineer.02.15.1For Dhaka Metropolitan Areacum26402.15.2For Chittagong / Sylhet/ Narayanganj Areacum23902.15.3For Rajshahi / Barishal / Khulna metropolitan areacum22602.15.4For other than Dhaka, Ctg., Sylhet, Rajshahi, Barishal, Khulna metropolitan area and N'ganj districtcum21402.16Site Development/Improvement by carted/dredged earth or sand (free from any organic, foreign, environmental hazard substances) carried by head or truck or any other meansl in/c cost of cutting/dredging of earth/sand, carrying, placing the earth/sand in the designated area, maintaining slopes, breaking lumps, levelling and dressing in layers up to finished level etc. all complete as per direction and accepted by the engineer in charge.02.16.1For Dhaka Metropolitan Areacum18702.16.2For Chittagong / Sylhet/ Narayanganj Areacum15802.16.3For Rajshahi / Barishal / Khulna metropolitan areacum14302.16.4For other than Dhaka, Ctg., Sylhet, Rajshahi, Barishal, Khulna metropolitan area and N'ganj districtcum11902.17Mechanical compaction of earth or sand in 150mm layers including leveling, watering and consolidation each layer with chain dozer, grader, roller etc. to achieve minimum dry density of 90% with optimum moisture content (modified proctor test) up to finished level all complete and accepted by the engineer subject to submission of the method statement.cum242DIVISION 03 : BRICK SOLING, CC, DPC ETC.03.1One layer of brick flat soling in foundation or in floor with first class or picked jhama bricks including preparation of bed and filling the interstices with local sand, leveling etc. complete and accepted by the Engineer.sqm.23403.2One layer of Herring bone bond (HBB) brick soling in foundation or in floor with first class or picked jhama bricks including preparation of bed and filling the interstices with local sand, leveling including the supply of water, electricity and other charges and costs of tools and plants etc. all complete and accepted by the Engineer.sqm.37103.3Brick on end edging including preparation of bed and filling the interstices with local sand, leveling, maintaining alignment grid etc. all complete and accepted by the Engineer.rm.5803.4Mass concrete (1:3:6) in foundation or floor with cement, sand (F.M. 1.2) and picked jhama chips including breaking chips, screening, mixing, laying, compacting to levels and curing for at least 7 days including the supply of water, electricity and other charges and costs of tools and plants etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)03.4.1Mass concrete in foundation (1:3:6) with cement, brick chips and sand of F.M. 1.2cum474903.4.2Mass concrete in floor (1:3:6) with cement brick chips and sand of F.M. 1.2cum469303.5Mass concrete (1:2:4) in foundation or floor with cement, sand (F.M. 1.2) and picked jhama chips including breaking chips, screening, mixing, laying, compacting to levels and curing for at least 7 days including the supply of water, electricity and other charges and costs of tools and plants etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)03.5.1Mass concrete in foundation (1:2:4) with brick chips and local sand of F.M. 1.2cum552603.5.2Mass concrete in floor (1:2:4) with brick chips and local sand of F.M. 1.2cum547003.6Damp proof course (DPC) (1:1.5:3) in cement concrete with cement, sand (F.M. 1.2) and picked jhama or stone chips including breaking chips, screening, centering, shuttering, casting, curing and finished with a coat of bitumen including the supply of water, electricity and other charges and costs of tools and plants etc. all complete and accepted by the Engineer. (Cement: CEM-II/A-M)03.6.175 mm or 3" thick damp proof course (1:1.5:3) with brick chips and 50% Sylhet sand (F.M. 2.2) and 50% local sand (F.M. 1.2)sqm.72903.6.275 mm or 3" thick damp proof course (1:1.5:3) with Sylhet sand (F.M. 2.2) and stone chips.sqm.80103.6.3150 mm or 6" thick damp proof course (1:1.5:3) with Sylhet sand (F.M. 2.2) stone chips and water-proofing admixture/agent approved by the Engineer.cum880303.7Supplying and laying of single layer polythene sheet weighing one kilogram per 6.5 square meter in floor or any where below cement concrete complete in all respect and accepted by the Engineer.sqm.24DIVISION 04 : BRICK WORKS, PATENT STONE IN FLOOR AND FANCY SCREEN BLOCK WORK04.1Brick works with first class bricks in cement sand (F.M. of sand 1.2) mortar (1:6) in foundation and plinth, filling the joints/interstices fully with mortar, racking out the joints, cleaning and soaking the bricks at least for 24 hours before use and curing at least for 7 days etc. all complete including cost of water, electricity and other charges and accepted by the Engineer.(Cement: CEM-II/A-M)cum363604.2Brick works of width one brick or one and a half brick length with first class bricks in cement sand (F.M. 1.2) mortar (1:6) in superstructure including raking out joints, filling the interstices with mortar, cleaning and soaking the bricks at least for 24 hours before use and washing of sand, necessary scaffolding, curing at least for 7 days etc. all complete (measurement to given as 250 mm width for one brick length and 375 mm for one brick and a half brick length) and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorcum383104.3Brick works with first class bricks in cement sand (F.M. 1.2) mortar (1:4) in exterior walls including filling the interstices with mortar, raking out joints, cleaning and socking the bricks at least for 24 hours before use and washing of sand, necessary scaffolding, curing at least for 7 days etc. all complete including cost of water, electricity and other charges (measurement to given as 250 mm width for one brick length and 375 mm for one brick and a half brick length) accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorcum414704.4Exposed brick works (for exterior wall without outside plaster) with special quality sorted out first class bricks, very carefully laid in cement sand (F.M. 1.2) mortar (1:4)) in superstructure with uniform width and depth joints, true to vertical and horizontal lines including raking out joints scaffolding, soaking the bricks at least for 24 hours before use, washing and screening of sand. Curing at least for 7 days and high class flush pointing with cement sand (F.M. 1.2) mortar (1:1) including cost of water, electricity and other charges etc all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorcum480804.5Exposed brick works (for exterior wall without outside plaster) with automatic machine made first class bricks, very carefully laid in cement sand (F.M. 1.2) mortar (1:4)) in superstructure with uniform width and depth joints, true to vertical and horizontal lines including raking out joints scaffolding, soaking the bricks at least for 24 hours before use, washing and screening of sand. Curing at least for 7 days and high class flush pointing with cement sand (F.M. 1.2) mortar (1:1) including cost of water, electricity and other charges etc all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorcum446204.6Brick works with 10 holes machine made bricks of approved size (9.5" x 4.5" x 2.75") having uniform colour carefully laid in cement sand (F.M. 1.2) mortar (1:4) in superstructure with uniform width and depth joints, true to vertical and horizontal lines including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including cost of water, electricity and other charges etc. complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorcum654004.7Brick work with 9.5" x 4.5" x 2.75" size machine made solid klinker facing bricks having uniform colour carefully laid in cement sand (F.M. 1.2) mortar (1:4) in superstructure with uniform width and depth joints, true to vertical and horizontal lines including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including cost of water, electricity and other charges etc. complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorcum617004.8Brick works with 9.5" x 4.5" x 2.75" size 10 hole machine made Rock-face or textured klinker facing bricks having uniform colour carefully laid in cement sand (F.M. 1.2) mortar (1:4) in superstructure with uniform width and depth joints, true to vertical and horizontal lines including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorcum685304.9Brick works with 9.5" x 4.5" x 2.75" size 3 hole machine made reinforced klinker facing bricks having uniform colour carefully laid in cement sand (F.M.1.2) mortar (1:4) in superstructure with uniform width and depth joints, true to vertical and horizontal lines including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorcum665904.10Extra cost shall be incorporated in the estimate for each additional floor for brick works (item No.- 4.2 to 4.9)04.10.1Add for each additional floor up to 5th floorcum7904.10.2Add for each additional floor from 6th floor to 9th floorcum11004.10.3Add for each additional floor for 10th floor and abovecum12604.11Extra cost for brick-work for each additional meter (or part of meter) free height of brick wall beyond 4 m from the respective floor in auditorium, go-down, overhead water tank etc. as description of the item No. in 16, 17, 18 and 19 including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Extra cost shall be incorporated in the estimate only when both sides of wall is uninterruptedly free beyond 4.00 meter)cum8804.12Providing brick works for 200 x 100 mm facing in superstructure with 200 x 100 x 50 mm machine made klinker hard pressed facing bricks of approved quality in cement sand (F.M. 1.2) mortar (1:4), including racking out joints, cutting the bricks to required size wherever necessary including high class recessed pointing, cleaning and soaking the bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days for all floors up to 4th floor including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(100 x 200 mm face should be placed for facing).(Cement: CEM-II/A-M)In ground floorsqm.96604.13Providing brick works in facing for 200 x 50 mm in superstructure with 200 x 50 x 50 mm machine made hard pressed klinker facing bricks of approved quality pressed with 20 mm thick cement sand (F.M.1.2) mortar (1:4), 10 mm thick cement mortar in adjacent sites including racking out joints and cutting the bricks to required sizes wherever necessary with high class recessed pointing, cleaning and soaking the bricks for at least 24 hours before use and washing of sand necessary scaffolding, curing at least for 7 days for all floors up to 4th floor including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorsqm.114904.14Providing brick works for 200 x 62 mm facing in superstructure with 200 x 62 x 25 mm machine made hard pressed klinker facing strips of approved quality with 20 mm thick cement sand (F.M.1.2) mortar (1:3) in adjacent side wall, column, drop wall etc. and racking out joints, cutting the bricks to required sizes wherever necessary with high class recessed pointing, cleaning and soaking the bricks at least for 24 hours before use washing and screening of sand and necessary scaffoldings, curing at least 7 days including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorsqm.107904.15125 mm brick work with first class bricks in cement sand (F.M. 1.2) mortar (1:6) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorsqm.54204.16125 mm brick works with first class bricks in cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorsqm.57604.17Exposed 125 mm thick pointing extra ordinary ornamental brick work with sorted out first class bricks in cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorsqm.69704.18Exposed 125 mm thick pointing extra ordinary ornamental brick work with automatic machine made first class bricks in cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer. (Cement: CEM-II/A-M)In ground floorsqm.65904.19Providing 125 mm thick (Partition walls) brick work in superstructure brick work (1:4) in cement sand (F.M. 1.2) mortar with 10 hole machine made ceramic bricks of approved size having uniform colour, carefully laid in cement mortar and depth joints true to vertical and horizontal lines including. racking out joints, filling the interstices with same mortar, making bond with connected walls, cleaning, soaking brick at least 24 hours and washing of sand, curing 7 days in all floors, including cost of water, electricity and other charges accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorsqm.89604.20Fancy screen work with different size hollow machine made design blocks with uniform colour, carefully laid in coloured cement sand (F.M. 1.2) mortar (1:3) in all floors in wall with uniform mortar joints, true to vertical and horizontal line including racking out joints, cleaning and soaking the blocks for minimum 24 hours before use including washing and screening of sand, scaffolding, curing etc. complete in all respect including supply of all necessary materials including cost of water, electricity and other charges accepted by the Engineer. (Cement: CEM-II/A-M)04.20.1With design block No. 3 (MCW) size: 4" x 4" x 4"In ground floorsqm.199304.20.2With design block No. 2 (MCW) size: 6.5" x 4.75" x 4"In ground floorsqm.139904.20.3With design block No. 20 (MCW) size: 6" x 6" x 4"In ground floorsqm.149504.21Extra cost shall be incorporated in the estimate for each additional floor for brick and screen block works (item No.- 4.12 to 4.20)04.21.1Add for each additional floor up to 5th floorsqm.1404.21.2Add for each additional floor from 6th floor to 9th floorsqm.1904.21.3Add for each additional floor for 10th floor and abovesqm.2404.22Klinker paving brick works in floor or pavement with machine made pressed bricks of approved quality in cement sand (F.M. 1.2) mortar (1:4) on minimum 12 mm thick cement sand (F.M. 1.2) mortar (1:4) including raking out joints, cutting the bricks to required size soaking the same 24 hours before use wherever necessary including high class flush pointing in cement mortar (1:2), cleaning, curing at least for 7 days etc. including washing and screening of sand, cost of water, electricity and other charges complete and standard practice accepted by the Engineer.(Cement: CEM-II/A-M)04.22.1100 mm thick brick on edge pavement with 200 x 100 x 50 mm size klinker facing bricks.sqm.155404.22.250 mm thick flat brick pavement with 200 x 100 x 50 mm klinker paving bricks in 1:4 cement sand mortar having 200 x 100 mm face at top.sqm.92604.22.350 mm thick brick pavement with 200 x 50 x 50 mm klinker facing bricks.sqm.109104.23125 mm thick brick pavement or flooring with first class brick on edge in cement sand (F.M. 1.2) mortar (1:4) on minimum 12 mm thick cement sand (F.M. 1.2) mortar (1:4) including cutting the bricks as per requirement, cleaning and racking out joints, finishing with flush pointing with cement sand (F.M. 1.2) mortar (1:2) and curing for at least 7 days etc. including cost of water, washing and screening of sand (F.M. 1.2), electricity and other charges complete and standard practice accepted by the Engineer.(Cement: CEM-II/A-M)sqm.64704.24125 mm thick brick pavement/flooring with 10 hole machine made ceramic bricks in cement sand (F.M. 1.2) mortar (1:4) on minimum 12 mm thick cement sand (F.M. 1.2) mortar (1:4) including cutting the bricks as per requirement, cleaning and racking out joints, finishing with flush pointing with cement sand (F.M. 1.2) mortar (1:2) and curing for at least 7 days etc. including cost of water, washing and screening of sand (F.M. 1.2), electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)sqm.95104.2575 mm thick cement concrete (1:3:6) with cement in flooring best quality coarse sand and 19 mm down graded picked chips including breaking chips, screening, mixing, laying, compacting, washing and screening of sand of F.M 1.2 and curing at least for 7 days etc. including cost of water, electricity and other charges etc. all complete and accepted by the Engineer. Cement: CEM-II/A-M)sqm.39004.2625 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best local sand of FM 1.2) and 12 mm down well graded brick chips including breaking chips, screening, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorsqm.23704.2738 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best local sand of FM 1.2) and 12 mm down well graded brick chips including breaking chips, screening, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorsqm.30504.2825 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best local sand of FM 1.2) and 12 mm down well graded stone chips, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer. (Cement: CEM-II/A-M)In ground floorsqm.26104.2938 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best local sand of FM 1.2) and 12 mm down well graded stone chips, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer. Cement: (CEM-II/A-M)In ground floorsqm.34004.3025 mm thick artificial patent stone (1:1.5:3) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best local sand of FM 1.2) and 12 mm down well graded stone chips, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer. (Cement: CEM-II/A-M)In ground floorsqm.27604.3138 mm thick artificial patent stone (1:1.5:3) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best local sand of FM 1.2) and 12 mm down well graded stone chips, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorsqm.36404.32Extra cost shall be incorporated in the estimate for each additional floor for patent stone works.04.32.1Add for each additional floor up to 5th floorsqm.1404.32.2Add for each additional floor from 6th floor to 9th floorsqm.1904.32.3Add for each additional floor for 10th floor and abovesqm.24DIVISION 05 : MOSAIC WORKS05.110 mm thick finished and 12 mm laying thickness situ mosaic work on floor with one part of 10 mm machine crushed well graded dust free and properly washed marble chips and one part of mixture containing white cement / grey cement including preparation of mix. and laying the same over minimum 25 mm thick artificial patent stone flooring with brick chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No.120)/cutting with mosaic machine and finishing with Minar stone and spreading oxalic acid including breaking brick chips, screening, washing mosaic chips and supply of all necessary materials and water, electricity and other charges in all respect accepted by the Engineer. (Cement: CEM-II/A-M)05.1.1With Indian chips and glass strip using 100% white cement.In Ground Floorsqm.100205.1.2With Indian chips and glass strip using 100% grey cement.In ground floorsqm.82805.1.3With Pakistani chips and glass strip using 100% white cement.In ground floorsqm.108205.1.4With Indian chips and without glass strip using 100% white cement.In ground floorsqm.88705.1.5With Indian chips and without glass strip using 100% grey cement.In ground floorsqm.75105.1.6With Pakistani chips and without glass strip using 100% white cement.In ground floorsqm.96705.212 mm thick finished and laying thickness 14.5 mm cast in situ mosaic work on floor with one part of 10 mm machine crushed well graded dust free and properly washed marble chips and one part of mixture containing 100% white cement including preparation of mix and laying the same over minimum 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No. 120)/ mosaic cutting machine and finishing with Minar stone including breaking brick chips screening, spreading oxalic acid, washing mosaic chips and supply of all necessary materials and water, electricity and other charges in all respect accepted by the Engineer.(Cement: CEM-II/A-M)05.2.1With Indian chips and glass strip.In ground floorsqm.105605.2.2With Pakistani chips and glass strip.In ground floorsqm.114505.2.3With Indian chips and without glass strip.In ground floorsqm.94005.2.4With Pakistani chips and without glass strip.In ground floorsqm.103005.310 mm thick finished and laying thickness 12.5 mm silver grey situ mosaic work on floor with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white cement and grey cement in proportion (1:1) including preparation of mix and laying the same over minimum 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No. 120) and finishing with Minar stone including breaking brick chips, screening, washing mosaic chips and supply of all necessary materials including and water, electricity and other charges in all respect accepted by the Engineer. (Cement: CEM-II/A-M)05.3.1With Indian chips and with glass strip.In ground floorsqm.91705.3.2With Pakistani chips and with glass strip.In ground floorsqm.99705.3.3With Indian chips and without glass strip.In ground floorsqm.80205.3.4With Pakistani chips and without glass strip.In ground floorsqm.88205.412 mm thick finished and laying thickness 14.5 mm silver grey cast in situ mosaic work on floor with one part of 10 mm machine crushed well graded dust free and properly washed marble chips and one part of mixture containing white cement dust free and properly washed marble chips and one part of mixture containing white cement and grey with cement in proportion (1:1) including. preparation of mix and laying the same over minimum 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panels, compacting, curing at least for 7 days, cutting with pumic stone (No. 40. No. 80, No. 120) and finishing with Minar stone including breaking brick chips, screening, washing mosaic chips and supply of all necessary materials and water, electricity and other charges in all respect accepted by the Engineer.(Cement: CEM-II/A-M)05.4.1With Indian chips and with glass strip.In ground floorsqm.96105.4.2With Pakistani chips and with glass strip.In ground floorsqm.105005.4.3With Indian chips and without glass strip.In ground floorsqm.84605.4.4With Pakistani chips and without glass strip.In ground floorsqm.93505.510 mm thick finished and laying thickness 12.5 mm situ mosaic work on wall with one part of 10 mm machine crushed well graded dust free and properly washed marble chips and one part of mixture containing 100% white cement including preparation of mix and laying the same on 12 mm thick cement plaster (1:4) to wall, compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No. 120) including finishing the corners and edges and also finishing with Minar stone and supplying all necessary materials in and water, electricity and other charges in all respect accepted by the Engineer. (Cement: CEM-II/A-M)05.5.1With Indian chips.In ground floorsqm.96305.5.2With Pakistani chips.In ground floorsqm.104305.610 mm thick finished and laying thickness silver grey situ mosaic work on wall with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white cement and grey cement in proportion (1:1) including preparation of mix. and laying the same on 12 mm thick cement plaster (1:4) to wall, compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No 120) including finishing the corners and edges and also finishing with Minar stone and supplying all necessary materials in and water, electricity and other charges in all respect accepted by the Engineer. (Cement: CEM-II/A-M)05.6.1With Indian chips.In ground floorsqm.87805.6.2With Pakistani chips.In ground floorsqm.95805.6.3With Indian chips using 100% grey cement.In ground floorsqm.79305.710 mm thick finished laid in 12.5 mm thickness coloured situ mosaic work in floor with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white and grey cement in proportion (1:9) and necessary quantity of approved colouring materials including preparation of mix and laying the same over min 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No. 120) and finishing with Minar stone including breaking brick chips, screening, washing mosaic chips and supply of all necessary materials in all respects and water, electricity and other charges in all respect accepted by the Engineer. (Cement: CEM-II/A-M)05.7.1With Indian chips and with glass strip.In ground floorsqm.104805.7.2With Pakistani chips and with glass strip.In ground floorsqm.112805.7.3With Indian chips and without glass strip.In ground floorsqm.93305.7.4With Pakistani chips and without glass strip.In ground floorsqm.92805.812 mm thick finished and laying thickness 14 mm coloured situ mosaic on floor with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white cement and grey cement in proportion (9:1) and necessary quantity of approved colourings materials including preparation of mix and laying the same over minimum 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No. 120) and finishing with Minar stone including breaking brick chips, screening, washing mosaic chips and supply of all necessary materials in all respects and water, electricity and other charges in all respect accepted by the Engineer. (Cement: CEM-II/A-M)05.8.1With Indian chips and with glass strip.In ground floorsqm.110205.8.2With Pakistani chips and with glass strip.In ground floorsqm.119105.8.3With Indian chips and without glass strip.In ground floorsqm.98705.8.4With Pakistani chips and without glass strip.In ground floorsqm.107605.910 mm thick finished and laying thickness 12.5 mm coloured situ mosaic on walls with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white cement and grey cement in proportion (9:1) and necessary quantity of approved colouring materials including preparation of mix and laying the same on 12 mm thick cement sand (F.M. 1.2) plaster (1:4) to walks including compacting, curing at least for 7 days, cutting with pumic stone (No. 40, No. 80, No. 120) including finishing the corners and edges and also finishing with Minar stone and supply of all necessary materials etc. and water, electricity and other charges complete in all respect accepted by the Engineer. (Cement: CEM-II/A-M)05.9.1With Indian chips.In ground floorsqm.100905.9.2With Pakistani chips.In ground floorsqm.108905.10200 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 and supply of all necessary materials etc. and water, electricity and other charges complete in all respect accepted by the Engineer in proportion (9:1) including preparation of mix machine pressed on 12 mm thick cement sand (F.M. 1.2) mortar base (1:2) including preparing the base, setting the tiles on 40 mm thick cement sand (F.M.1.2) mortar/slurry (lime and surki) base in proportion of (1:3) compacting, cutting with pumic stone (No. 40, No. 80, No. 120) and finishing the corners and edges and also finishing with minar stone including screening, washing mosaic chips and supply of all necessary materials etc. and water, electricity and other charges complete in all respect accepted by the Engineer.(Cement: CEM-II/A-M)05.10.1200 x 200 x 20 mm (finished) mosaic terrazzo tiles flooring with Indian chips.In ground floorsqm.103905.10.2200 x 200 x 20 mm (finished) mosaic terrazzo tiles flooring with Pakistani chips.In ground floorsqm.111605.11Extra cost shall be incorporated in the estimate for mosaic and terrazzo tiles work above ground floor (item No.- 5.1 to 5.10).05.11.1Add for each additional floor up to 5 th floorsqm.505.11.2Add for each additional floor for 6th to 9th floorsqm.1005.11.3Add for each additional floor for 10th floor and abovesqm.14DIVISION 06 : GLAZED TILES AND MARBLE STONE WORK06.1Marble stone flooring with Indian black/ white marble stone of approved quality, texture and size over 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including. placing cement slurry below the stone, cutting the marble stone to desired size, grinding and finishing the edges, setting in position in proper level filling the gaps with white cement and colouring pigments including supplying all necessary equipments/materials and finishing the top by pumic stone and necessary auxiliary materials and water, electricity and other charges complete in all respect accepted by the Engineer.(Cement: CEM-II/A-M)06.1.118 mm thick Marble stone flooringIn ground floorsqm.475806.1.216 mm thick Marble stone flooringIn ground floorsqm.437406.2Marble stone flooring with Indian coloured/ grey marble stone of approved quality, texture and size over 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including. placing cement slurry below the stone, cutting the marble stone to desired size, grinding and finishing the edges, setting in position in proper level filling the gaps with white cement and colouring pigments including supplying all necessary equipments/materials and finishing the top by pumic stone and necessary auxiliary materials and water, electricity and other charges complete in all respect accepted by the Engineer.(Cement: CEM-II/A-M)06.2.118 mm thick Marble stone flooringIn ground floorsqm.488506.2.216 mm thick Marble stone flooringIn ground floorsqm.450206.3Supplying and setting Indian marble stone of approved quality, textured and size on walls over 12 mm thick cement sand (F.M. 1.2) mortar (1:2) including cutting and grinding the marble stone slab/tile setting in position keeping horizontal and vertical alignment correct, filling the joints with white cement, cutting and grinding the top surface, finishing etc including water, electricity and other charges complete in all respect accepted by the Engineer.(Cement: CEM-II/A-M)06.3.112 mm thick white/ black Marble stone wallingIn ground floorsqm.406206.3.212 mm thick grey or coloured Marble stone wallingIn ground floorsqm.418906.4Marble stone flooring with 18mm thick Italian coloured/ grey marble stone of approved quality, texture and size over 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including. placing cement slurry below the stone, cutting the marble stone to desired size, grinding and finishing the edges, setting in position in proper level filling the gaps with white cement and colouring pigments including supplying all necessary equipments/materials and finishing the top by pumic stone and necessary auxiliary materials and water, electricity and other charges complete in all respect accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorsqm.693206.5Labour Cost for making moulding in marble stone as per Architectural drawing including cutting, grinding, finishing, supplying necessary equipment etc. complete in all respect as per direction of the Engineer in Charge.(Cement: CEM-II/A-M)06.5.118 mm thick marble stonerm.25306.5.216 mm thick marble stonerm.24906.5.312 mm thick marble stonerm.22406.6Supplying, fitting and fixing glazed wall tiles (local made) with on 20 mm thick cement sand (F.M. 1.2) mortar (1:3) base and raking out the joints with white cement including cutting, laying and hire charge of machine and finishing with care etc. including water, electricity and other charges complete all respect accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor06.6.1White glazed tiles of different sizessqm.98006.6.2Coloured glazed wall tiles of different sizessqm.100706.6.3Special design glazed coloured wall tilessqm.103306.7Supplying, fitting and fixing glazed homogeneous floor tiles (local made) with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor06.7.1GP (homogeneous) 300 x 300 mm floor tilessqm.104406.7.2GP (homogeneous) 400 x 400 mm floor tilessqm.109706.8Supplying, fitting and fixing unglazed homogeneous floor tiles (local made) with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor06.8.1GP (homogeneous) 300 x 300 mm floor tilessqm.108406.8.2GP (homogeneous) 400 x 400 mm floor tilessqm.115106.9Supplying, fitting and fixing mirror polished homogeneous floor tiles (local made) with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floor06.9.1GP (mirror polished) 300 x 300 mm floor tilessqm.174206.9.2GP (mirror polished) 400 x 400 mm floor tilessqm.189006.9.3GP (mirror polished) 300 x 600 mm / 600 x 600 mm floor tilessqm.214506.10Supplying, fitting and fixing GP homogeneous stair tiles (local made) with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer.(Cement: CEM-II/A-M)In ground floorsqm.109706.11Supplying, fitting and fixing floor tiles with adhesives (5mm to 7mm thick) and Joint filler/tiles grout in/c cutting, shaping, placing in proper level etc. all complete as direction of the Engineer in charge.In ground floor06.11.1GP glazed homogenous floor tiles (400 x 400 mm)sqm.96006.11.2GP glazed homogenous floor tiles (300 x 300 mm)sqm.90606.11.3GP un-glazed homogenous floor tiles (400 x 400 mm)sqm.101406.11.4GP un-glazed homogenous floor tiles (300 x 300 mm)sqm.94606.11.5GP Mirror Polished floor tiles (300 x 300 mm)sqm.160506.11.6GP Mirror Polished floor tiles (400 x 400 mm)sqm.175206.11.7GP Mirror Polished floor tiles (600 x 600 mm)sqm.200706.12Extra Rate for each additional floor for Tiles and Marble Stone Works06.12.1Add for each addl. floor up to 5th floorsqm.506.12.2Add for each addl. floor for 6th floor to 9th floorsqm.1006.12.3Add for each addl. floor for 10th floor and abovesqm.14DIVISION 07 : REINFORCED CEMENT CONCRETE WORKRCC WORKS (f'c = 19 MPa, minimum f'cr = 24 MPa in nominal mix 1 : 2 : 4) Brick-Chips using Wooden Shutter (Sand of F.M. 1.2 and F.M. 2.2 in equal proportion)07.1Reinforced cement concrete works using wooden shutter, with minimum cement content relates to mix ratio 1:2:4 having minimum f'cr = 24 Mpa, and satisfying a specified compressive strength fc= 19 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM 1 (32.5 to 52.5 N) / ASTM-C 150 Type I, best quality sand [50% quantity of best local sand (F.M. 1.2) and 50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2] and 20 mm down well graded picked jhama brick chips conforming ASTM C-33 including breaking chips and screening, making, placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing in standard mixer machine with hoper fed by standard measuring boxes, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering including cost of water, electricity, testing and other charges etc. all complete approved and accepted by the Engineer. (Rate is excluding the cost of reinforcement and its fabrication, placing and binding)07.1.1Individual and continuous footings of column at plinth level07.1.1.1Concretecum562007.1.1.2Formwork/shuttering, prop and necessary supports etc. (wooden)sqm.23907.1.2In raft/ mat/ floor slab at plinth level07.1.2.1Concretecum562007.1.2.2Formwork/shuttering, prop and necessary supports etc. (wooden)sqm.27907.1.3In foundation beam07.1.3.1Concretecum562007.1.3.2Formwork/shuttering, prop and necessary supports etc. (wooden)sqm.23107.1.4Padestals, column capitals, lift walls and walls07.1.4.1ConcreteGround floor and below plinth levelcum570807.1.4.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floor and below plinth levelsqm.27907.1.5Tie beam and lintels07.1.5.1ConcreteGround floor and below plinth levelcum597307.1.5.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floor and below plinth levelsqm.27507.1.6Tee beams, Ell beams and Rectangular beams etc07.1.6.1ConcreteGround floor and below plinth levelcum562007.1.6.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floor and below plinth levelsqm.32207.1.7Floor and roof slab07.1.7.1ConcreteGround floorcum562007.1.7.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.31507.1.8Cornice, railing, drop walls, louver, fins etc.07.1.8.1ConcreteGround floorcum585507.1.8.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.23107.1.9Sunshade, false ceiling07.1.9.1ConcreteGround floorcum585507.1.9.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.28307.1.10Stair case slab and steps07.1.10.1ConcreteGround floorcum585507.1.10.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.25607.1.11Waffle or Ribbed floor/roof slab07.1.11.1ConcreteGround floorcum585507.1.11.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.420RCC WORKS (f'c = 19 MPa, minimum f'cr = 24 MPa in nominal mix 1 : 2 : 4) Brick-Chips using Steel Shutter (Sand of F.M. 1.2 and F.M. 2.2 in equal proportion)07.2Reinforced cement concrete works using steel shutter, with minimum cement content relates to mix ratio 1:2:4 having minimum f'cr = 24 Mpa, and satisfying a specified compressive strength fc= 19 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM 1 (32.5 to 52.5 N) / ASTM-C 150 Type I, best quality sand [50% quantity of best local sand (F.M. 1.2) and 50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2] and 20 mm down well graded picked jhama brick chips conforming ASTM C-33 including breaking chips and screening, making, placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing in standard mixer machine with hoper fed by standard measuring boxes, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering including cost of water, electricity, testing and other charges etc. all complete approved and accepted by the Engineer. (Rate is excluding the cost of reinforcement and its fabrication, binding, welding and placing)07.2.1Individual and continuous footings of column at plinth level07.2.1.1Concretecum562007.2.1.2Formwork/shuttering, prop and necessary supports etc. (steel)sqm.27207.2.2In raft/ mat/ floor slab at plinth level07.2.2.1Concretecum562007.2.2.2Formwork/shuttering, prop and necessary supports etc. (steel)sqm.27707.2.3Foundation beam07.2.3.1Concretecum562007.2.3.2Formwork/shuttering, prop and necessary supports etc. (steel)sqm.22607.2.4Padestals, column, column capitals, lift walla and walls07.2.4.1ConcreteGround floor and below plinth levelcum570807.2.4.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floor and below plinth levelsqm.27507.2.5Tie beam and lintels07.2.5.1ConcreteGround floor and below plinth levelcum597307.2.5.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floor and below plinth levelsqm.28207.2.6Tee beams, Ell beams and Rectangular beams etc07.2.6.1ConcreteGround floor and below plinth levelcum562007.2.6.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floor and below plinth levelsqm.31907.2.7Floor and roof slab07.2.7.1ConcreteGround floorcum562007.2.7.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.40707.2.8Cornice, railing, drop walls, louver, fins etc.07.2.8.1ConcreteGround floorcum585507.2.8.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.25207.2.9Sunshade, false ceiling07.2.9.1ConcreteGround floorcum585507.2.9.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.29007.2.10Stair case slab and steps07.2.10.1ConcreteGround floor and below plinth levelcum585507.2.10.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floor and below plinth levelsqm.32607.2.11Waffle or Ribbed floor/roof slab07.2.11.1ConcreteGround floorcum585507.2.11.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.420RCC WORKS (f'c = 22 MPa, minimum f'cr = 27 MPa in nominal mix 1 : 2 : 4) Stone-Chips using Wooden Shutter (100% Sand of F.M. 2.2 )07.3Reinforced cement concrete works using wooden shutter with minimum cement content relates to mix ratio 1:2:4 having minimum f'cr = 27 Mpa, and satisfying a specified compressive strength fc = 22 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & Cement conforming to BDS EN-197-1- CEM 1 (32.5 to 52.5 N) / ASTM-C 150 Type I, best quality Sylhet sand or coarse sand of equivalent F.M. 2.2 and 20 mm down well graded stone chips conforming to ASTM C-33, making, placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing in standard mixer machine with hoper fed by standard measuring boxes, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering including cost of water, electricity, testing and other charges etc. all complete approved and accepted by the Engineer. (Rate is excluding the cost of reinforcement and its fabrication, binding, welding and placing)07.3.1Individual and continuous footings of column at plinth level07.3.1.1Concretecum668707.3.1.2Formwork/shuttering, prop and necessary supports etc. (wooden)sqm.23907.3.2In raft/ mat/ floor slab at plinth level07.3.2.1Concretecum668707.3.2.2Formwork/shuttering, prop and necessary supports etc. (wooden)sqm.27907.3.3Foundation beam07.3.3.1Concretecum668707.3.3.2Formwork/shuttering, prop and necessary supports etc. (wooden)sqm.23107.3.4Padestals, column, column capitals, lift walls and walls07.3.4.1ConcreteGround floor and below plinth levelcum677607.3.4.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floor and below plinth levelsqm.27907.3.5Tie beam and lintels07.3.5.1ConcreteGround floor and below plinth levelcum704007.3.5.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floor and below plinth levelsqm.27507.3.6Tee beams, Ell beams and Rectangular beams etc07.3.6.1ConcreteGround floor and below plinth levelcum668707.3.6.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floor and below plinth levelsqm.32207.3.7Floor and roof slab07.3.7.1ConcreteGround floorcum668707.3.7.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.31507.3.8Cornice, railing, drop walls, louver, fins etc.07.3.8.1ConcreteGround floorcum692207.3.8.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.23107.3.9Sunshade, false ceiling07.3.9.1ConcreteGround floorcum692207.3.9.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.28307.3.10Stair case slab and steps07.3.10.1ConcreteGround floorcum692207.3.10.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.25607.3.11Waffle or Ribbed floor/roof slab07.3.1.1Cost of concreteGround floorcum692207.3.11.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.420RCC WORKS (f'c = 22 MPa, minimum f'cr = 27 MPa in nominal mix 1 : 2 : 4) Stone-Chips using Steel Shutter (100% Sand of F.M. 2.2 )07.4Reinforced cement concrete works using steel shutter with minimum cement content relates to mix ratio 1:2:4 having minimum f'cr = 27 Mpa, and satisfying a specified compressive strength fc = 22 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & Cement conforming to BDS EN-197-1- CEM 1 (32.5 to 52.5 N) / ASTM-C 150 Type I, best quality Sylhet sand or coarse sand of equivalent F.M. 2.2 and 20 mm down well graded stone chips conforming to ASTM C-33, making, placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing in standard mixer machine with hoper fed by standard measuring boxes, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering including cost of water, electricity, testing and other charges etc. all complete approved and accepted by the Engineer. (Rate is excluding the cost of reinforcement and its fabrication, binding, welding and placing)07.4.1Individual and continuous footings of column at plinth level07.4.1.1Concretecum668707.4.1.2Formwork/shuttering, prop and necessary supports etc. (steel)sqm.27207.4.2In raft/ mat/ floor slab at plinth level07.4.2.1Concretecum668707.4.2.2Formwork/shuttering, prop and necessary supports etc. (steel)sqm.27707.4.3Foundation beam07.4.3.1ConcreteGround floorcum668707.4.3.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.22607.4.4Padestals, column, column capitals, lift walls and walls07.4.4.1ConcreteGround floor and below plinth levelcum677607.4.4.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floor and below plinth levelsqm.27507.4.5Tie beam and lintels07.4.5.1ConcreteGround floor and below plinth levelcum704007.4.5.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floor and below plinth levelsqm.28207.4.6Tee beams, Ell beams and Rectangular beams etc07.4.6.1ConcreteGround floor and below plinth levelcum668707.4.6.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floor and below plinth levelsqm.31907.4.7Floor and roof slab07.4.7.1ConcreteGround floorcum668707.4.7.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.40707.4.8Cornice, railing, drop walls, louver, fins etc.07.4.8.1ConcreteGround floorcum692207.4.8.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.25207.4.9Sunshade, false ceiling07.4.9.1ConcreteGround floorcum692207.4.9.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.29007.4.10Stair case slab and steps07.4.10.1ConcreteGround floorcum692207.4.10.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.32607.4.11Waffle or Ribbed floor/roof slab07.4.11.1ConcreteGround floorcum692207.4.11.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.420RCC WORKS (f'c = 21MPa, minimum f'cr = 26 MPa in nominal mix 1 : 1.5 : 3) Brick-Chips using Wooden Shutter (Sand of F.M. 2.2 )07.5Reinforced cement concrete works using wooden shutter with minimum cement content relates to mix ratio 1:1.5:3 having minimum f'cr = 26 Mpa, and satisfying a specified compressive strength fc = 21 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & Cement conforming to BDS EN-197-1- CEM 1 (32.5 to 52.5 N) / ASTM-C 150 Type I, best quality Sylhet sand or coarse sand [F.M. 2.2] and 20 mm down well graded picked jhama brick chips conforming to ASTM C-33, including breaking chips and screening, making, placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing in standard mixer machine with hoper and fed by standard measuring boxes, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering including cost of water, electricity, testing and other charges etc. all complete approved and accepted by the Engineer. (Rate is excluding the cost of reinforcement and its fabrication, binding, welding and placing)07.5.1Individual and continuous footings of column at plinth level.07.5.1.1Concretecum619507.5.1.2Formwork/shuttering, prop and necessary supports etc. (wooden)sqm.23907.5.2In raft/ mat/ floor slab at plinth level07.5.2.1Concretecum619507.5.2.2Formwork/shuttering, prop and necessary supports etc. (wooden)sqm.27907.5.3Foundation beam07.5.3.1Concretecum619507.5.3.2Formwork/shuttering, prop and necessary supports etc. (wooden)sqm.23107.5.4Padestals, column, column capitals, lift walls and walls07.5.4.1ConcreteGround floor and below plinth levelcum628307.5.4.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floor and below plinth levelsqm.27907.5.5Tie beam and lintels07.5.5.1ConcreteGround floor and below plinth levelcum654707.5.5.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floor and below plinth levelsqm.27507.5.6Tee beams, Ell beams and Rectangular beams etc07.5.6.1ConcreteGround floor and below plinth levelcum619507.5.6.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floor and below plinth levelcum32207.5.7Floor and roof slab07.5.7.1ConcreteGround floorcum619507.5.7.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.31507.5.8Cornice, railing, drop walls, louver, fins etc.07.5.8.1ConcreteGround floorcum643007.5.8.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.23107.5.9Sunshade, false ceiling07.5.9.1ConcreteGround floorcum643007.5.9.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.28307.5.10Stair case slab and steps07.5.10.1ConcreteGround floor and below plinth levelcum643007.5.10.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floor and below plinth levelsqm.25607.5.11Waffle or Ribbed floor/roof slab07.5.11.1ConcreteGround floorcum643007.5.11.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.420RCC WORKS (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)07.6Reinforced 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 fc = 25 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & Cement conforming to BDS EN-197-1-CEM 1 (32.5 to 52.5 N) / 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 including cost of water, electricity, testing and other charges etc. all complete approved and accepted by the Engineer.(Rate is excluding the cost of reinforcement and its fabrication, binding, welding and placing)07.6.1Individual and continuous footings of column at plinth level.07.6.1.1Concretecum709907.6.1.2Formwork/shuttering, prop and necessary supports etc. (steel)sqm.27207.6.2In raft/ mat/ floor slab at plinth level07.6.2.1Concretecum709907.6.2.2Formwork/shuttering, prop and necessary supports etc. (steel)sqm.27707.6.3Foundation beam07.6.3.1Concretecum709907.6.3.2Formwork/shuttering, prop and necessary supports etc. (steel)sqm.22607.6.4Padestals, column, column capitals, lift walls and walls07.6.4.1ConcreteGround floor and below plinth levelcum718807.6.4.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floor and below plinth levelsqm.27507.6.5Tie beam and lintels07.6.5.1ConcreteGround floor and below plinth levelcum745207.6.5.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floor and below plinth levelsqm.28207.6.6Tee beams, Ell beams and Rectangular beams etc07.6.6.1ConcreteGround floor and below plinth levelcum709907.6.6.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floor and below plinth levelsqm.31907.6.7Floor and roof slab07.6.7.1ConcreteGround floorcum709907.6.7.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.40707.6.8Cornice, railing, drop walls, louver, fins etc.07.6.8.1ConcreteGround floorcum733507.6.8.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.25207.6.9Sunshade, false ceiling07.6.9.1ConcreteGround floorcum733507.6.9.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.29007.6.10Stair case slab and steps07.6.10.1ConcreteGround floorcum733507.6.10.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.32607.6.11Waffle or Ribbed floor/roof slab07.6.11.1ConcreteGround floorcum733507.6.11.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.420RCC WORKS (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)07.7Reinforced 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 fc = 25 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & Cement conforming to BDS EN-197-1-CEM 1 (32.5 to 52.5 N) / 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 including cost of water, electricity, testing and other charges etc. all complete approved and accepted by the Engineer. (Rate is excluding the cost of reinforcement and its fabrication, binding, welding and placing)07.7.1Individual and continuous footings of column at plinth level.07.7.1.1Concretecum709907.7.1.2Formwork/shuttering, prop and necessary supports etc. (wooden)sqm.23907.7.2In raft/ mat/ floor slab at plinth level07.7.2.1Concretecum709907.7.2.2Formwork/shuttering, prop and necessary supports etc. (wooden)sqm.27907.7.3Foundation beam07.7.3.1Concretecum709907.7.3.2Formwork/shuttering, prop and necessary supports etc. (wooden)sqm.23107.7.4Padestals, column, column capitals, lift walls and walls07.7.4.1Cost of concreteGround floor and below plinth levelcum718807.7.4.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floor and below plinth levelsqm.27907.7.5Tie beam and lintels07.7.5.1ConcreteGround floor and below plinth levelcum745207.7.5.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floor and below plinth levelsqm.27507.7.6Tee beams, Ell beams and Rectangular beams etc07.7.6.1Cost of concreteGround floorcum709907.7.6.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.32207.7.7Floor and roof slab07.7.7.1ConcreteGround floor and below plinth levelcum709907.7.7.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floor and below plinth levelsqm.31507.7.8Cornice, railing, drop walls, louver, fins etc.07.7.8.1ConcreteGround floorcum733507.7.8.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.23107.7.9Sunshade, false ceiling07.7.9.1ConcreteGround floorcum733507.7.9.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.28307.7.10Stair case slab and steps07.7.10.1ConcreteGround floorcum733507.7.10.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.25607.7.11Waffle or Ribbed floor/roof slab07.7.11.1ConcreteGround floorcum733507.7.11.2Formwork/shuttering, prop and necessary supports etc. (wooden)Ground floorsqm.420RCC WORKS (f'c = 32 MPa, minimum f'cr = 40 MPa in nominal mix 1 : 1.25 : 2.5) With Stone Chips and Admixture (high strength concrete) using Steel Shutter07.8Reinforced cement concrete works using steel shutter with minimum cement content relates to mix ratio 1:1.25:2.5 having minimum f'cr = 40 Mpa, and satisfying a specified compressive strength fc = 32 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & Cement conforming to BDS EN-197-1-CEM 1 (32.5 to 52.5 N) / ASTM-C 150 Type I, with approved high range admixture, best quality coarse sand [Sylhet sand or coarse sand of equivalent F.M. 2.2], 20 mm down well graded crushed stone chips conforming to ASTM C-33, including breaking chips and screening through proper sieves, making and placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing with standard mixer machine with hoper and fed by standard measuring boxes, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering including cost of water, electricity, testing and other charges etc. all complete approved and accepted by the Engineer.(Dose of admixture in the mix to be fixed by mix design) [Rate is excluding the cost of reinforcement and its fabrication, binding, welding and placing, admixture and mix design]07.8.1Individual and continuous footings of column at plinth level.07.8.1.1Concretecum753107.8.1.2Formwork/shuttering, prop and necessary supports etc. (steel)sqm.27207.8.2Raft or Mat07.8.2.1Concretecum753107.8.2.2Formwork/shuttering, prop and necessary supports etc. (steel)sqm.27707.8.3Foundation beam07.8.3.1Concretecum753107.8.3.2Formwork/shuttering, prop and necessary supports etc. (steel)sqm.22607.8.4Padestals, column, column capitals, lift walls and walls07.8.4.1ConcreteGround floor and below plinth levelcum762007.8.4.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floor and below plinth levelsqm.27507.8.5Tee beams, Ell beams and Rectangular beams etc07.8.5.1ConcreteGround floorcum753107.8.5.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.31907.8.6Floor and roof slab07.8.6.1ConcreteGround floorcum753107.8.6.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.40707.8.7Stair case slab and steps07.8.7.1ConcreteGround floorcum776607.8.7.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.32607.8.8Waffle or Ribbed floor/roof slab07.8.8.1ConcreteGround floorcum776607.8.8.2Formwork/shuttering, prop and necessary supports etc. (steel)Ground floorsqm.42007.9Extra rate over the rate of RCC (materials, consumables and laying/placing concrete) works in columns, capitals, liftwalls & walls where the free height of the structure exceeds 4 meter [rate is considered for the height of each additional 4 (four) meter or part]cum11907.10Extra rate over the rate of form work / shuttering (wooden) of RCC works in columns, capitals, liftwalls & walls where the free height of the structure exceeds 4 meter [rate is considered for the height of each addl. 4 (four) meter or part]sqm.1407.11Extra rate over the rate of form work / shuttering (steel) of RCC works in columns, capitals, liftwalls & walls where the free height of the structure exceeds 4 meter [rate is considered for the height of each addl. 4 (four) meter or part]sqm.1407.12Extra rate over the rate of RCC (materials, consumables and laying/placing concrete) works in Tee beams, Ell beams and rectangular beams where thefree height of the structure exceeds 4 meter (rate is considered for each addl. meter height)cum12207.13Extra rate over the rate of form work / shuttering (wooden) of RCC works in Tee beams, Ell beams and rectangular beams where thefree height of the structure exceeds 4 meter (rate is considered for each addl. meter height)sqm.3207.14Extra rate over the rate of form work / shuttering (steel) of RCC works in Tee beams, Ell beams and rectangular beams where the free height of the structure exceeds 4 meter (rate is considered for each addl. meter height)sqm.3207.15Extra rate over the rate of RCC (materials, consumables and laying/placing concrete) works in floor / roof slab, cantilever slab, waffle slab and drop panels where the free height of the structure exceeds 4 meter (rate is considered for each addl. meter height)cum12207.16Extra rate over the rate of form work / shuttering for RCC works in floor / roof slab, cantilever slab, waffle slab and drop panels where the free height of the structure exceeds 4 meter (rate is considered for each addl. meter height)sqm.2107.17Extra rate for RCC work in additional floor: Concrete07.17.1Add for each addl. floor up to 5th floorcum5007.17.2Add for each addl. floor from 6th floor to 9th floorcum6607.17.3Add for each addl. floor for 10th floor & abovecum8207.18Extra rate for RCC work in additional floor: Formwork / shuttering including curing07.18.1Add for each addl. floor up to 5th floorsqm.1907.18.2Add for each addl. floor from 6th floor to 9th floorsqm.2807.18.3Add for each addl. floor for 10th floor & abovesqm.3707.19Extra cost for making as-cast surface of the concrete approved and accepted by the Engineer. (formwork cost)sqm.23407.2007.20.1Supply and use of water reducing chemical admixture ASTM C-494 Type - A of approved brand/origin/manufacturer in concrete: The admixture to reduce quantity of mixing water required for normal workability and to maintain low water-cement (W/C) ratio for improved concrete.liter17907.20.2Supply and use of retarding chemical admixture ASTM C-494 Type - B of approved brand/origin/manufacturer in concrete: The admixture for retarding setting time of concrete, there by reducing shrinkage in concrete specially for concrete laid in thick layers and intended delayed construction for improved construction joints, re-concreting etc.liter18507.20.3Supply and use of accelerating chemical admixture ASTM C-494 Type - C of approved brand/origin/manufacturer in concrete: An admixture that is to accelerate the setting time and early strength gain of concrete.liter18307.20.4Supply and use of water-reducing and retarding chemical admixture ASTM C-494 Type - D of approved brand/origin/manufacturer in concrete: The admixture to reduce the quantity of mixing water required to produce concrete of given consistency, i.e. low water-cement (W/C) ratio and intend to retard setting time of concrete, specially for layered, thick laid concrete etc.liter17507.20.5Supply and use of water-reducing and accelerating chemical admixture ASTM C-494 Type - E of approved brand/origin/manufacturer in concrete: The admixture to reduce the quantity of mixing water required to produce concrete of given consistency, i.e. low water-cement (W/C) ratio and intend to accelerate setting time of concrete, and early strength gain in concrete etc.liter19207.20.6Supply and use of water-reducing high range chemical admixture ASTM C-494 Type - F of approved brand/origin/manufacturer in concrete: The admixture required to produce concrete of consistency by 12% or greater (flowing concrete) and for higher strength of concrete.liter18807.20.7Supply and use of water-reducing high range and retarding chemical admixture ASTM C-494 Type - G of approved brand/origin/manufacturer in concrete: 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.liter16607.21Supplying, best quality pliable, cold applied pre-formed self adhesive rubberized/ bituminous water proofing membrane of approved brand / origin / manufacturer from an authorized local agent or manufacturer having minimum thickness 1.5 mm, lined with 2 ply cross laminated high density polyethylene film performances and properties all conforming to ASTM standards and laying, placing, fixing on made up firm and dry surfaces free from hollows, sharp protrusions, contaminates etc. laid over-lap by at least 75 mm along the edges and 125 mm at ends ensuring good initial bond with the surfaces all complete under the strict accordance with the manufacturer recommendations and instructions providing all safety provisions in all respects and accepted by the Engineer.07.21.1Water-proofing membrane on external surface of primed vertical or inclined wall /on plastered and primed back-wall and concrete cast against membrane. (Excluding cost of back fill/brick wall on back/plaster when membrane laid on back-wall and concrete cast against membrane which to be paid as per corresponding items in this schedule)sqm.73407.21.2Water-proofing membrane on made up surface below the floor or below the horizontal surfaces with temporary protective cover using polysterene/1.5" thick sand-cement mortar in 4:1 /or by equally effective alternative. (Rate is excluding the cost of protective cover which to be paid as per corresponding items in this schedule)sqm.65507.21.3Water-proofing membrane on the floor or on the horizontal surfaces with permanent protective cover & wearing coarse. (Rate is excluding the cost of protective cover and wearing coarse which to be paid as per corresponding items in this schedule)sqm.68307.2220 mm thick water-proofing work in masonry or concrete surface with sand-cement mortar mixed with specified admixture (supplied from authorized local agent or from manufacturer comply with ASTM/BS/IS requirements, confirming current compliance of the admixture to specification requirements like physical properties, uniformity and equivalence in composition, performance requirements, delivered in sealed containers having and confirming plainly marked the proprietary name of the admixture type under this specification, net weight and or volume, manufacturing and expiry date, shelve life, non aggressiveness to environment and metals in concrete etc.) under the strict accordance with manufacturer recommendations / instructions and providing safety provisions in all respect etc. on sound, firm surfaces all complete including cleaning the surface from dust, loose particles, remains of oil, grease etc. all complete approved and accepted by the Engineer. (Cement: CEM-II/A-M)sqm.387DIVISION 08 : M.S. FABRICATION, EXPANSION JOINT IN RCC WORKS & BEARING JOINT08.1Supplying, fabrication and fixing to details as per design deformed bar reinforcement in concrete in accordance with BDS 1313 : 1991 standard including straightening and cleaning rust, if any, bending and binding in position including supply of G.I. wires etc. complete in all respects and accepted by the Engineer.08.1.1275-grade deformed bar with minimum fy = 275 MPa & tensile strength at least 316 MPa.: up to ground floorPer 100kg833808.1.2400-grade deformed bar with minimum fy = 400 MPa & tensile strength at least 460 MPa: up to ground floorPer 100kg869908.2Extra rate for M.S. Fabrication work in additional floor shall be incorporated in the estimate08.2.1Add for each addl. floor up to 5th floorPer 100kg2408.2.2Add for each addl. floor from 6th floor to 9th floorPer 100kg4708.2.3Add for each addl. floor for 10th floor and abovePer 100kg7008.3Mild steel Grade - 250 with minimum fy = 250 MPa work in roof truss: supplying and fabrication of mild steel sections as per design. Hoisting, fitting and fixing in position with bolts and nuts or rivets or welded and providing two coats of anti-corrosive paint over a prime coat of red oxide paint etc. complete and accepted by the Engineer.(Measurement to be given for Truss member only).Per 100kg1137108.4Supplying fan hook of 16 mm diameter M.S. rod (one meter straight length) having rounded hook at the middle of bar in proper size so as to be concealed within fan cup including fabrication and fitting fixing in all floor accepted by the Engineer.each9408.5Constructing expansion joints 25 mm / 38 mm gap in R.C.C. floor or roof slab or beam provided with V folded copper/ aluminium water stop sheet with loop notch and inserted 75 mm concrete shoulders, the gap being filled up with mixture of hot applied bituminous sealing compound etc. all complete and accepted by the Engineer.(Rate is excluding the cost of floor shoulders and floor finishes).08.5.1With copper sheetrm.129308.5.2With Aluminum sheetrm.111108.5.3With Aluminium sheet and 6 mm x 75 mm size M.S. plate.rm.199008.6Supplying, fitting and fixing PVC water stopper in 10" wide horizontal construction joint of RCC basement slab with 1.5" x 2.5" wooden batten at the top and bottom, bi
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