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| 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. |
| 2 | All kinds of soil. |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil |
| 4 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 7 | 1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size) |
| 8 | 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 : |
| 9 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 11 | 25 mm thick. |
| 12 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 13 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete |
| 14 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc.,., complete. |
| 15 | 12 mm cement plaster of mix : |
| 16 | 1:4 (1 cement: 4 coarse sand) |
| 17 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. |
| 18 | New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 19 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 20 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 22 | One or more coats on old work. |
| 23 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 24 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 25 | 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.. |
| 26 | In cement mortar |
| 27 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 28 | From brick work in cement mortar |
| 29 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead |
| 30 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 31 | 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 |
| 32 | 15 mm nominal outer dia. Pipes. |
| 33 | 20 mm nominal outer dia. Pipes. |
| 34 | 25 mm nominal outer dia .Pipes. |
| 35 | 32 mm nominal outer dia. Pipes. |
| 36 | 40 mm nominal outer dia. Pipes. |
| 37 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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. |
| 38 | Circular tank |
| 39 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : |
| 40 | 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : |
| 41 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 42 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : |
| 43 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 44 | Providing and supplying of class SN 8 structured wall polethylene piping systems ( Pipe with Based on online /offline coupler and elastomeric sealing ring )with non-smooth External AnnularCorrugated and Smooth internal Surface (Double wall) for non pressure underground sewerage & drainage application as per EN: 13476-3/IS 16098 ( Part-2) : 2013 including all local and central taxes, transportation, frieght charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores etc. complete. 250 mm internal dia meter and 295 mm outer diameter |
| 45 | Lowering, laying and jointing of class SN 8 structure wall (External Annular Corrugated & smooth Based on internal surface) Polyethelene piping and fitting with the help of coupler ( online / offline)attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the treanch, laying on the lower bedding ( constructed at bottom of treanches) at prescribed gradient, depth & alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detailed engineering, including carriage of pipe & fittings from site stacks to the place of láying etc. as per direction of Engineer-• in-charge. 250 mm inner dia meter and 295 mm outer dia meter |
| 46 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure in cement mortar 1 : 6 (1 cement : 6 coarse sand.) (Bricks shall be provided by the department free of cost at site of work.) |
| 47 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (Zone-III) including manufactured sand derived from Recycled concrete aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size including recycled concrete aggregate (RCA) upto 25%. |
| 48 | 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 (1 cement : 5 manufactured sand derived from Recycled concrete aggregate(RCA) : 10 graded stone aggregate 40 mm nominal size recycled aggregate(RA) |
| 49 | Supply of Beldar for assisting the fixing of WC cubicles as per direction of Engineer-in-charge including transportation from from cubicle to site. |
| 50 | Supply of sanitiary fitter for assisting the fixing of WC cubicles as per direction of Engineer-in-charge including transportation from from cubicle to site. |
| 51 | Supply of Sanitiary items as per required ISI mark |
| 52 | P-Trap 110mm dia |
| 53 | Elbow 110mm dia |
| 54 | Tee 110x110x110mm |
| 55 | PVC Pipe 110 mm dia 6Kg/Sq.cm |
| 56 | Solvent (100 ml) |
| 57 | Add 35.22% on cost index except Item no. 27 & 31 Rs. |
| 58 | Less 9.50% on cost index |
