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| 1 | Demolition of brickwork or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles, and removed to a distance not exc 50 mtr complete all as specified and directed. |
| 2 | M&L forbrick work withsub class\"B\" bricks , usingold sizebricks, straight or curvedon plan exc 6 m meanradius built in cement mortar (1:6), complete all as specified and directed. |
| 3 | Dismantling Bricks (laid flat or on edge ) or brick tiles in floors, channels, kerbs, aprons, etc. (each layer)laid bedded and pointed in any mortarcomplete all as specified and as directed by Engr-in-Charge. |
| 4 | M & L for Bricks sub class B, laid flat, in drain old size brick bedded and jointed in cement motar 1:6 and pointed in cement motar 1:3complete all as specified and as directed by Engr-in-Charge. |
| 5 | Dtto all asabove Item No 04 but except brickcomplete all as specified and as directed by Engr-in-Charge. |
| 6 | M & L for Bricks sub class B, laid on edge, in drain old size brick bedded and jointed in cement motar 1:6 and pointed in cement motar 1:3complete all as specified and as directed by Engr-in-Charge. |
| 7 | Dtto all as above Item No 06 but except brickcomplete all as specified and as directed by Engr-in-Charge. |
| 8 | Taking down cement or cement lime plaster, any description on brick or stone masonrysurfaces of walls etc includingrakingout joints, hackingfor key, scrubbingdown with wateretc, complete all as specified and directed. |
| 9 | M&L for rendering 15 mm thick on fair faces of brick work or concrete sur-faces in cement mortar 1:4 using water proofing compound as per manufacturer instruction for finished even and smooth (without using extra cement) (WPC will be measured and paid separately). |
| 10 | M&L for 15 mm thick neeru finishrendering in cement mortar (1:6) on stone masonry surfaces or surfaces other than fair faces of brick work, rendering finished even and smooth (with using extra cement), complete all as specified and directed. |
| 11 | M&L for preparation of new plastered or previously untreated surfaces of walls and applying two coats of cement paint over a coat of primer on walls, complete all as specified and directed. |
| 12 | Demolition of cement concreteof any description in any position not otherwise specially provided forincluding removal of demolished materials from site complete all as specified and as directed by Engr-in-Charge. |
| 13 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever requiredcomplete all as specified and as directed by Engr-in-Charge. |
| 14 | M&L 75 mm thick PCC 1: 3:6 type C2 using 20mm graded agg finishing even and smooth without using extra cement as in plinth protections, hardstanding, floors, paths etc complete all as specifed and as directed. |
| 15 | M&L Cement Concrete 1:2:4 Type B0 using 12.5mm graded stone aggregate as in coping,wall , top of drain and similar work etc. including necessary formwork , complete all as specified and as directed. |
| 16 | M&L for plain cement concrete 1:3:6 type C-2 in foundations, filling and mass concrete in any position not otherwise specifically provided for complete all as specified and as directed. |
| 17 | M&L 75 mm thick,Cement concrete, type D2, (1:4:8), 40 mm graded aggregate as in sub base of floorcomplete all as specified and as directed by Engr-in-Charge. |
| 18 | M&L for Chequered cement concrete tiles of size 300 x 300 x 25 mm thick with grey cement and pigment, set and jointed and pointed in neat cement slurry in floors laid over & including 15 mm thick screed bed in cement mortar 1:6 all as specified and as directed. |
| 19 | M& L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sandcomplete all as specified and as directed by Engr-in-Charge. |
| 20 | M&L 8-10 mm thick vitrified heavy duty digital paving tiles (square / rectangular) polished, area of each tiles n. exc.0.11 but n. exc 0.18 sqm in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over and including 15 mm thick screed bed in CM 1:6 complete all as specified and directed. |
| 21 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed by Engr-in-Charge. |
| 22 | Dismantling wrought iron or mild steel work of any description not otherwise provided forcomplete all as specified and as directed by Engr-in-Charge. |
| 23 | Supply & Fixframed works such as grills grating etc with ends of bars shouldered and for rivetted in forged into spikes, framed guard bars, railing and similar work confiring to Fe-410-0 or Fe 310-0 complete all as specified and directed |
| 24 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tracement, including forms, moulds, mi- tred/stopped ends etccomplete all as specified and as directed by Engr-in-Charge. |
| 25 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, laying of underground cables etc. or for shafts, wells, cesspits, manholes, pier holes, under groung cables etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft / loose soil, complete all as specified and directed. |
| 26 | Returning, filling in, including, spreading, leveling, watering and well ramming in layers n.exc 25cmcomplete all as specified and as directed by Engr-in-Charge. |
| 27 | Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.50m above the starting pointcomplete all as specified and as directed by Engr-in-Charge. |
| 28 | Demolition ofreinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not specifically provided for, complete all as specified andas directed. |
| 29 | M&L for reinforced cement concrete (nominal mix)(1:2:4), type B1 (using 20 mm graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed. |
| 30 | Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), rough finished surfaces of concrete on flat surface, complete all as specified and directed. |
| 31 | M&L for reinforced cement concrete (nominal mix)(1:1.5:3), type B1 (using 20 mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed. |
| 32 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc., rough finished surfaces of concrete on flat surface, complete all as specified and directed.. |
| 33 | M&L for providing precast cement concrete (1:2:4), type B-1 (using 20mm graded stone aggregate) as in landings, cover slabs (for man holes, drain etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces with plain fair faces, including chamfers, weatherings, throating etc. and set in cement mortar (1:4), complete with joints to match the surface, complete all as specified and directed. |
| 34 | S&F Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips completecomplete all as specified and as directed by Engr-in-Charge. |
| 35 | Ditto As above but , but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binderscomplete all as specified and as directed by Engr-in-Charge. |
| 36 | M & L for precast cement concrete louvres and jallies, Type B-0 1:2:4 (using 12.5mm aggregate) set in CM 1:4, 25mm thick (measured solid), including all mould- ings but excluding frame (Pre cast frame shall be measured separately and paid) all as specified and directed. |
| 37 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as directed. |
| 38 | M&L 150 mm dia Salt-glazed stoneware drain pipes laid in trenches and jointedcomplete all as directed. |
| 39 | M&L for plain cement concrete (1:4:8) bed, type D2, (using 40mm graded stone aggregate) to drain pipes 150mm bore including packing under, and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed. |
| 40 | Material and Labour for cutting into existing manholes for connecting new drains, making good to pipe and plastering the disturbed portions in CM 1:3 to match with surround surfaces, cutting out existing benching and forming branch channel (1/2 round or ¾ round section) in cement concrete 1:2:4 type B-1 finished smooth and reforming benching as required for 100/110 mm bore pipe complete all as specified and as directed by Engineer-in-Charge . |
| 41 | Dismantling Structural steel work includings door, gates, etc and similar works complete all as directed |
| 42 | S&F framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing conforming to Fe 410 -W (Gde- E- 250) quality- A complete all as specified and directed. |
| 43 | Excavation of post holes or similar holes n exc. 0.5 Cum in any type of soil, getting out, returning filling in, ramming earth or broken rubble mixed with earth around, in layers n exc, 250 mm , watring, and removing surplus soil to a distance n exc. 50 m and making good surface all as specified and as directed. |
| 44 | Dismantling posts or struts (wood,steel,or RCC) any section ,including taking out embedded portion and making gooddisturbed ground post embedded in concrete/natural groundcomplete all as specified and directed. |
| 45 | M&L for plain cement concrete 1:3:6 type C-2 in foundations, filling and mass concrete in any position not otherwise specifically provided for complete all as specified and as directed. |
| 46 | S & F Angle iron as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 |
| 47 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire |
| 48 | Dismantling fencing wire mesh, anytypecomplete all as specified and as directed by Engr-in-Charge. |
| 49 | Supply only chain link fencing any size and typecomplete all as specified and as directed by Engr-in-Charge. |
| 50 | S&F in repairs Mild steel screw bolts (machine made) 11 to 15 mm dia of neck with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm longcomplete all as specified and as directed by Engr-in-Charge. |
| 51 | S&F Mild steel round bar 10 mm dia cut to length bend to shape required , including crankingand binding and hooking ends for securing chain link gde IS 432 (part I0 part I complete |
| 52 | S&F in repairs galvaniseed. 2 strand , steel barbed wire 2.24 mm dia barbed with 2 mm dia barbsat 75 mm spacing and stranding and fixing to any type of slandered rails straining bolts, including, securing or tying at crossing with clips and dismantling the barbed wire complete as specified and directed. |
| 53 | S&F in repairs concertina coil razor blade type, fixed with galvanissed \"J\" clips, of following specification :-(a) Dia of coil spiral / loop - 600 mm(b) No of spirals / loops per bundle of coil- 50(c) Weight of each bundle of coil - 8 Kg (minimum)(d) Coverage of wall / fence per bundle of coil - 6 mtr(e) Central core wire made from high tensile spring steel wire (conforming to IS:4454) of dia 2.50 mm, UTS 1600 N/Sqmm (minimum), duly hot dipped galvanised (conforming toIS-2629) zinc coating 230gm /sqm (minimum)(f) Razorblade : Electro galvanized steel razorblades of length 11.50 mm, width 19 mm & thickness 0.50 mm, conforming to IS - 1573, zinc coating 120 gm/sqm , pitch of barbs 25.00 mm(g) Handle, clips (minimum 5 clips per 2 spiral) and spikes to be provided as required complete |
| 54 | M&L for applying for preparation of new painted steel surfaces and iron surfaces n.exc 10cm width or girth and applying two coat ofsynthetic enamel paint over a coat of primer all as specefied and directed. |
| 55 | M&Lprepration of new steel surface and applying two coats of synthetic enamel paint over one coats of red oxide preparation of newsurfaces over 10 cm width on girthcomplete all as specified and as directed by Engr-in-Charge. |
| 56 | Note 1:- (Applicable for all parts/items) : The bidders/contractors are advised to read tender document, all drawings & all corrigendum / amendments and general condition of contracts before entry / quoting the rates.Note 2:-The contract sum shall be arrived at after deducting amount of schedule of credit from the total quoted amount. |
