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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. |
| 2 | All kinds of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | 1:5:10 (1 Cement : 5 M sand : 10 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 6 | 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 : |
| 7 | 1:1.5:3 (1 cement : 1.5 M sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | 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 above plinth level 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 sizederived from natural sources). |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 10 | Suspended floors, roofs, landings, balconies and access platform |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 P sand). |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5 in foundation and plinth in: |
| 16 | Cement mortar 1:6 (1 cement : 6 M sand) |
| 17 | Providing 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). |
| 18 | Kiln seasoned and chemically treated hollock wood or Country Wood. |
| 19 | Providing and fixing panelled or panelled and glazed shutters for doors, 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 per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately) Kiln seasoned and chemically treated hollock wood |
| 20 | 30 mm thick shutters |
| 21 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Float glass panes |
| 22 | 4 mm thick glass pane (weight not less than 10 kg/sqm). |
| 23 | 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. |
| 24 | 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. (i)Single socketed pipes. |
| 25 | 110 mm diameter |
| 26 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for 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. |
| 27 | Bend 87.5° a) 110 mm bend |
| 28 | Shoe (Plain) a) 110 mm Shoe |
| 29 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 30 | 110 mm |
| 31 | 12 mm cement plaster of mix : |
| 32 | 1:6 (1 cement: 6 P sand) |
| 33 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 34 | 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). |
| 35 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 36 | Two or more coats on new work. |
| 37 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 38 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. |
| 39 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. |
| 40 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and of required shade and colour complete to give and even shade. |
| 41 | Two or more coats on new work. |
| 42 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 43 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). |
| 44 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 45 | Of area 3 sq. metres and below |
| 46 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 47 | For thickness of tiles 10 mm to 25 mm |
| 48 | 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 |
| 49 | 40 mm nominal outer dia .Pipes. |
| 50 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work |
| 51 | 40 mm nominal outer dia. Pipes. |
| 52 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 53 | 15 mm nominal bore |
| 54 | 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. |
| 55 | Providing and fixing CPVC ball valve of approved quality including necessary One Step solvent, etc., complete as directed by the Engineer-in-Charge. |
| 56 | 40 mm nominal bore |
| 57 | Providing and fixing CPVC Union in CPVC pipe including cutting the pipe, necessary one step solvent etc. complete as directed by the Engineer-in-Charge. |
| 58 | 40 mm nominal bore |
| 59 | Making connection of CPVC pipe from the Over Head Tank with the existing CPVC pipe line (leading to Kitchens) of following sizes by providing and fixing 75x40 MM CPVC Reducer, including cutting, disconnecting the existing connection, and fixing the CPVC MTA and One Step Solvent for fixing the pipe etc. complete as directed by the Engineer-in-Charge. |
| 60 | 40 to 80 mm outer diameter |
| 61 | Providing and fixing CPVC Tank Nipple in CPVC pipe including cutting the pipe, necessary one step solvent etc. complete as directed by the Engineer-in-Charge. |
| 62 | 40 mm nominal bore |
| 63 | Attending repairs to khurras by cleaning the debris accumulated in the RWP region, removing the vegetative growth completely including the roots by chipping the brick wall wherever required, applying acid to create unfavourable conditions to the roots to bud up etc complete. After removal of roots the RWP is to be relaid in right alignment and alround is to be packed water tight with cement mortar and water proofing compound. Also the top surface is to be neatly finished with floating coat having proper slope to drain the rain water. All operations to be executed as per the directions of Engineer-in charge. |
| 64 | Cutting the tree branches those are close to the building, touching the buildings and extending over the terrace including disposal of the same as directed by the Engineer-in-Charge. |
| 65 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge |
| 66 | 25 mm average thickness |
| 67 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. |
| 68 | Bars upto 12 mm diameter |
| 69 | 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. |
| 70 | 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. |
| 71 | 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. 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). |
| 72 | 12 mm average thickness. |
