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| 1 | Annexure - A (Civil Work)Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : |
| 2 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 3 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 4 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 5 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 6 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 7 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 8 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour |
| 9 | Old work (one or more coats) |
| 10 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 11 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 12 | One or more coats on old work |
| 13 | Finishing walls with Acrylic Smooth exterior paint of required shade |
| 14 | Old work (One or more coat applied @ 0.90 Itr/10 sqm). |
| 15 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 16 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 17 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) |
| 18 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
| 19 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm |
| 20 | 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 |
| 21 | 25 mm average thickness |
| 22 | 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. |
| 23 | Bars above 12 mm diameter |
| 24 | 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. |
| 25 | 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 |
| 26 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer- in-ChargeNote: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. 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. |
| 27 | 25mm thick in Grade M 25 with cement content notless than 330 kg per cum |
| 28 | Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973 |
| 29 | Less Cost Index @ 0.09% |
| 30 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \\"L\\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. |
| 31 | Annexure - B ( Supply of Material)Supply and stacking of following building material opf approved brand and manufacture (bearing ISI Mark and full filling relevent standards of ISI specification) at site, sample of each and every material has to be got approved from the Engineer-in-charge |
| 32 | Ordinary Portland Cement 43 grade (JK, ACC, BIRLA, SHREE) |
| 33 | Dehradun white lime |
| 34 | Coarse sand (zone III) |
| 35 | Mirror of superior make glass 60x45 cm |
| 36 | G.I. Pipe (Jindal or equivalent) |
| 37 | 15 mm dia metre |
| 38 | 20mm dia. Nominal bore |
| 39 | 25mm dia. Nominal bore |
| 40 | G.I. Union |
| 41 | 15 mm nominal bore |
| 42 | 20 mm nominal bore |
| 43 | 25 mm nominal bore |
| 44 | Unplasticised P.V.C. connection pipe with brass union 45 cm long 15 mm bore |
| 45 | Float glass sheet of nominal thickness 4 mm (weight not less than 10 kg/sqm) |
| 46 | Sand zone V (Jamuna) |
| 47 | Semi Rigid PVC waste pipe for sink and wash basin 32 mm dia with length not less than 700mm i/c PVC waste fittings |
| 48 | Flexible (coil shaped) PVC waste pipe for sink and wash basin 32 mm dia with length not less than 700 mm i/c PVC waste fittings |
| 49 | C.P. Brass bibcock 15 mm |
| 50 | C.P. Brass long nose bibcock 15 mm |
| 51 | C.P. Brass long body bibcock 15 mm |
| 52 | C.P. Brass stop cock (concealed) 15 mm |
| 53 | C.P. Brass angle valve 15 mm |
| 54 | P.V.C. automatic flushing cistern 10 lts capacity |
| 55 | 15mm PTMT Bib Cock (Prayag or equivalent) |
| 56 | PTMT pillar cock (Prayag or equivalent) |
| 57 | PTMT - Waste Coupling 31/32 mm |
| 58 | PTMT - Waste Coupling 38/40 mm |
| 59 | PTMT Ball Cock 15mm complete with Epoxy Coated Aluminium Rod & H.D. Ball |
| 60 | PTMT Ball Cock 20mm complete with Epoxy Coated Aluminium Rod & H.D. Ball |
| 61 | 15 mm nominal bore and 45 cm length PVC connection pipe with P.T.M.T. Nuts |
| 62 | PTMT Stop cock - 20mm |
| 63 | G.I. Socket (Unik, R, KS) |
| 64 | 15mm dia. Nominal bore |
| 65 | 20mm dia. Nominal bore |
| 66 | 25mm dia. Nominal bore |
| 67 | G.I. Elbow (Unik, R, KS) |
| 68 | Hexa Nipple |
| 69 | 15mm dia. Nominal bore |
| 70 | 20mm dia. Nominal bore |
| 71 | Tank Nipple (Unik, R, KS) |
| 72 | 15mm dia. Nominal bore |
| 73 | 20mm dia. Nominal bore |
| 74 | G.I. Tee |
| 75 | 15 mm dia nominal bore |
| 76 | 20 mm dia nominal bore |
| 77 | 25 mm dia nominal bore |
| 78 | PVC Water Tank Cover (500 Litre capacity) |
| 79 | Annexure - C (Labour) |
| 80 | Attending various day to day complaints of SEWERMAN, rectifying the defects by deploying sewer man when required, as per detail below along with necessary T & P by cleaning of blocked rain water pipes, soil / waste pipes, gully traps, floor traps, house drain. SW drain of any dia, manholes, road gully chamber etc. including removal of malba as foreign matters, girt, kanker, rubbing etc. as per directed by engineer-in-charge complete and maintenance of all services and upkeep properly. However all stores internal fitting / fixtures etc. required shall be supplied by the department free of cost at site (duty of sewer man is taken as 8 hrs. equal to 1 day on job). |
| 81 | Providing services of BELDAR for necessary assistance for the timely safe and successful operating of the job of Plumber /Carpenter / mason as per work requirement of these tradesman (beldar / coolie). The duty hour of the unskilled shall be treated as 8 hours equal to one day job. |
| 82 | Attending various day to day complaints of CARPENTER rectifying the defects by deploying Carpenter/ Aluminium fitter along with necessary T & P for joinery work such as repairing of doors , windows, cupboards, pelmets fittings, section windows, aluminum fixture and utilities, replacement of windows glass panes, looking mirrors, glass shelf, towel rods, towel ring, hooks , door closure, door spring, plying, board, panel, beadings, battens and bottom/ lock, top rails and styles of doors, fittings etc. all complete as per direction of Engineer-in-charge for all floor and levels ( The required materials will be issued by the department free of cost). The job includes removal of malba and dismantled material shall be deposited to the deptt. Immediately after repair. The duty hour of the carpenter shall be treated as 8 hours equal to one day job. |
| 83 | Attending various day to day complaints of MASON, rectifying the defects by deploying mason when required, as per details below along with necessary T & P for repair of plaster, flooring, ceiling or any other cement repairs works as directed by engineer-in-charge complete and maintenance of all service and upkeep properly. However all store internal fitting/fixtures etc. required shall be given supplied by the department free of cost at site (duty of mason is taken as 8 hrs. equal to one day job). |
| 84 | Attending various day to day complaints of PLUMBER, rectifying the defects by deploying plumber along with necessary T & P by cleaning / repairing the W.C. Sheet, trap & repair of plaster, flooring ceiling or any other cement repairs of work as directed by engineer-in-charge complete and maintenance of all services and upkeep properly. However all stores internal fitting / fixtures etc. required shall be supplied by the department free of cost at site (duty of plumber is taken as 8 hrs. equal to 1 day on job). |
| 85 | Providing service of Gardener for cutting grass, purring of trees, removal of malba and garden work,etcas per directed by engineer-in-charge complete and maintenance of all services and upkeep properly. However all stores internal fitting / fixtures etc. required shall be supplied by the department free of cost at site (duty of gardener is taken as 8 hrs. equal to 1 day on job). |
| 86 | Attending of welding complaints for day to day maintenance work deploying one welder with electrical welding machine, one beldar for helping and carriage of welding machine etc. from different floor to floors at different location as per requirement of complaints and including charges of electrodes, other misc. items etc. as per direction of engineering-in-charge. Please Enable Macros to View BoQ information |
