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| 1 | Providing and laying in position cement concrete of specific grade excluding the cost of centring and shuttering All work upto plinth level 1:5:10 (1 cement : 5 coarse sand : 10 gr.stn.agg. 40 mm ns) |
| 2 | Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron \"Y\" shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). |
| 3 | 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 4 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar cum |
| 5 | 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 leadsincluding all lifts involved. |
| 6 | Removing mortar from bricks and cleaning bricks including stackingwithin a lead of 50 m (stacks of cleaned bricks shall be measured):From brick work in cement mortar |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | 24 mm thick washed marble chips plaster on exterior walls of height upto 10 m above ground level in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement per sqm, top layer 12 mm thick cement marble chips plaster 4:7 (4 cement :7 marble chips 4 mm size) in panel with grooves alround as per approved pattern including scrubbing andwashing the top layer with brushes and water to expose the marble chips complete as per specifications and directions of Engineer-in-charge (Payment for providing groove shall be paid for separately). (Appd. Item) |
| 9 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove |
| 10 | 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(1 cement : 6 coarse sand)(Bricks shall be suplied by department free of cost at site of work (Appd. Item) |
| 11 | Supply of earth and banking the same in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layer with ½ tone roller or wooden or steel rammer and dressing up in embankment for roads, flood banks, guide banks and filling of ground depression with all leads, lifts etc. complete. (Appd. Item) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) includingattached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. sqm 378.60 |
| 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 :1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 14 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). |
| 15 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 17 | Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edge) Granite stone of any colour and shade |
| 18 | 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) : 25 mm thick sqm |
| 19 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 20 | 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. |
| 21 | Total of All items except approved items no.(72911.78, 9776.65 & 11998.00) |
| 22 | Add cost factor 0.973% on 561443.13 (excluding approved item no.8,9A & 10) i.e. Rs.72911.78, 9776.65 & 11998.00 as per schedule attached with DNIT. |
| 23 | cost index 3.00% |
| 24 | Total of 3 nos. items approved items no.(72911.78, 9776.65 & 11998.00 =94686.43) |
| 25 | add 35.22% of appoved item on DSR 2016 (Rs.94686.43) |
| 26 | Deduct 9.50% of Rs.128034.99 (Rs.94686.43+33348.56) on DSR-2023 as per order of GNCTD |
| 27 | Less for salvage value of retrived unserviceable steel reinforcement bars etc. |
