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| 1 | Earth work in excavation/cutting by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as per the direction of Engineer- in- charge. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 One Cement : five coarse sand : 10 graded stone aggregate 40 mm(Forty millimetre) nominal size including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 One Cement : fthree coarse sand : six graded stone aggregate 40 mm(Forty millimetre) nominal size including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge. |
| 4 | Demolishing brick work manually/ by mechanical meansincluding stacking of serviceable material and disposalof unserviceable material within 50 metres lead as perdirection of Engineer-in-charge IN cement mortar |
| 5 | Taking out doors, windows and clerestory windowshutters (steel or wood) including stacking within 50metres lead : IN cement mortar |
| 6 | Dismantling dressed stone work ashlar face stone work,marble work or precast concrete work manually/ bymechanical means including stacking of serviceable anddisposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar |
| 7 | Centering ad shuttering including strutting, propping etc. and removal of form for: |
| 8 | Foundation, Footings, bases of columns, etc. for mass concrete |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 10 | Sairs(excluding landings) except spiral staircases |
| 11 | Suspended floors, roofs, landing balconies and access platform |
| 12 | Lintels,beams, plinthbeams, girders, bressumers and cantilivers |
| 13 | Providing and laying in position specified grade ofreinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 graded stone aggregate 20 mm nominal size |
| 14 | Founddation, Footing, bases of column etc. |
| 15 | Columns |
| 16 | Suspended floors, roofs, landing ,Supporting Beams, canteliver etc. |
| 17 | Stair Cases except spiral stair case |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position andbinding all complete upto plinth level. Cold twisted bars |
| 19 | Random rubble masonry with hard stone in foundation and plinth with cement mortar 1:6 (1 cementc: 6 coarse sand) |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement Mortar 1:6. |
| 21 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover |
| 22 | Providing and Fixing ball bearing for rolling shutters. |
| 23 | roviding wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately Kiln seasoned and chemically treatedhollock wood |
| 24 | Providing nd fixing panelled or panelled and glazed shutters for door,windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as perdirection of Engineer- in- Charge. Kiln seasoned and chemically treated hollock wood 30mm thick |
| 25 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steelprimer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. |
| 26 | Providing and fixing M.S. sliding ISI marked anodised (anodic coating not less than grade AC10 as per IS : 1868), trasparent or dyed to required colour or shade, with nuts and screws etc. 300x16 mm |
| 27 | Providing and fixing M.S. sliding ISI marked anodised (anodic coating not less than grade AC10 as per IS : 1868), trasparent or dyed to required colour or shade, with nuts and screws etc. 150x10mm |
| 28 | 150x10 mm |
| 29 | 100x10 mm |
| 30 | Providing and fixing M.S. sliding ISI marked anodised (anodic coating not less than grade AC10 as per IS : 1868), trasparent or dyed to required colour or shade, with nuts and screws etc. |
| 31 | 100mm |
| 32 | Filling with sand under floors including watering and ramming all complete. |
| 33 | Stone solling under floor, properly hand packed and filling the interstices with spells all complete. |
| 34 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement oncrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size Please Enable Macros to View BoQ information |
