|
| 1 | building |
| 2 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 3 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 5 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 8 | 5.5:Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement :1.5 coarse sand(Zone III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 10 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 11 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 12 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 13 | 12.20:Providing and laying pressed clay tiles ( as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 ( 1 cement : 4 coarse sand mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand) and finished neat complete |
| 14 | 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 15 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete |
| 16 | OD487980/2025-2026:Designing, fabricating, testing, installing and fixing in position Curtain Wall with AluminiumComposite Panel Cladding, with open grooves for linear as well as curvilinear portions of thebuilding , for all heights and all levels etc. including: a) Structural analysis & design andpreparation of shop drawings for pressure equalisation or rain screen principle as required,proper drainage of water to make it watertight including checking of all the structural andfunctional design. b) Providing, fabricating and supplying and fixing panels of aluminiumcomposite panel cladding in pan shape in metalic colour of approved shades made out of 4mmthick aluminium composite panel material consisting of 3mm thick FR grade mineral coresandwiched between two Alumini um sheets (each0.5mm thick). The aluminium compositepanel cladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon basedfluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service)coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weathersilicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MSwith Hot Dip Galvanised with serrations and serrated washers to arrest the wind loadmovement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylonseparators to prevent bi-metallic contacts all complete required to perform as per specificationand drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approvedlaboratory, field tests on the assembled working curtain wall with aluminium composite panelcladding, cleaning and protection of the curtain wall with aluminium composite panel claddingtill the handing over of the building for occupation. Base frame work for ACP cladding ispayable under the relevant aluminium item.s The Contractor shall provide curtain wall withaluminium composite panel cladding, having all the performance characteristics all complete ,as per the Architectural drawings, as per item description, as specified, as per the approved shopdrawings and as directed by the Engineer-in-Charge. However, for the purpose of payment,only the actual area on the external face of the curtain wall with Aluminum Composite PanelCladding (including width of groove) shall be measured in sqm. up to two decimal places.Details of cost for 6.72 sqm. Width of the unit 1.6 m , Height of the unit 4.2 m Area of SingleUnit 6.72 m2 Total Area 6.72 m2 No of Panels 1 no Area i/c wastage @ 5% 7.06 m2 |
| 17 | OD488982/2025-2026:Suppying and Providing steel embedded 3cm projected letter 25cm height including fixing costand conveyance of all labour charges etc complete |
| 18 | OD493446/2025-2026: :Supplying and fixing granite name board of size 75x60 am size installed inappropriate place visible to public ,made of brick wallwith granite plaques and engraving letters as perdirection of engineer in charge Please Enable Macros to View BoQ information |
