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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 2 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 4 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. |
| 5 | In cement mortar |
| 6 | Carriage of materials by Mechanical Transport including loading, unloading and stacking : |
| 7 | Lime, moorum, building rubbish - Lead 0.00 km |
| 8 | 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. |
| 9 | All kinds of soil. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 11 | 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 12 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 13 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 14 | 1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 15 | 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 : |
| 16 | 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) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 18 | Foundations, footings, bases of columns, etc. for mass concrete |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 23 | Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in foundations and plinth in : |
| 24 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 25 | Steel 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. |
| 26 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 27 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 28 | (i)Single socketed pipes. |
| 29 | 110 mm diameter |
| 30 | 150 mm diameter |
| 31 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 32 | 1:4 (1 cement: 4 coarse sand) |
| 33 | Finishing walls with textured exterior paint of required shade : |
| 34 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @2.20kg/10 sqm. |
| 35 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 36 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap |
| 37 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. |
| 38 | 10 litre capacity - White |
| 39 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. |
| 40 | Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms. |
| 41 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall |
| 42 | 20 mm nominal outer dia. Pipes. |
| 43 | 25 mm nominal outer dia .Pipes. |
| 44 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 45 | Providing and fixing PTMT bib cock of approved quality and colour. |
| 46 | 15mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 47 | Providing and fixing PTMT stop cock of approved quality and colour. |
| 48 | 15 mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 49 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. |
| 50 | 20mm nominal bore. Weighing not less than 40 gms. |
| 51 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. |
| 52 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer |
| 53 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. |
| 54 | Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). |
| 55 | 50 mm average thickness in 3 layers. |
| 56 | providing sand stone (60 to 80 mm thick) stone slab |
| 57 | Extra for using unplasticised Rigid PVC rain water pipes type \\"B\\" pipe instead of Type A (110mm dia.) |
| 58 | Dismantling compound gate from existing position (approx. 4m wide)i/c cutting hold fast/ removing nuts/ welding etc. of size (about 4m x 2.00m) and refixing at raised level including all operations, all complete as per direction of Engineer-in-charge. |
| 59 | Removing compound gate from existing position (approx. 4m wide) cutting hold fast/ removing nuts/ welding etc. and refixing the same after raising by welding and/nut bolts etc. all complete. |
| 60 | Engaging sewer man. |
| 61 | Engaging mason II class for minor repair works |
| 62 | Engaging beldar/helper Please Enable Macros to View BoQ information |
