|
| 1 | Cleaning/desilting of the covered drains by removing foreign materials/ silt/ greasy materials/ earth from the drains, bed/ bottom width of drain n.exc. 30cm, removing the excavated material from site to a distance exc. 250 mtrs but n.exc 500 mtrs and depositing where directed at a level not exc. 1.50m above the starting point, complete all as specified and as directed by Engineer-in-Charge. |
| 2 | Cleaning/desilting of the covered drains by removing foreign materials/ silt/ greasy materials/ earth from the drains, bed/ bottom width of drain exc 30cm but n.exc. 60cm, removing the excavated material from site to a distance exc. 250 mtrs but n.exc 500 mtrs and depositing where directed at a level not exc. 1.50m above the starting point, complete all as specified and as directed by Engineer-in-Charge. |
| 3 | Cleaning/desilting of the covered drains by removing foreign materials/ silt/ greasy materials/ earth from the drains, bed/ bottom width of drain exc 60cm but n.exc. 100cm, removing the excavated material from site to a distance exc. 250 mtrs but n.exc 500 mtrs and depositing where directed at a level not exc. 1.50m above the starting point, complete all as specified and as directed by Engineer-in-Charge. |
| 4 | Demolition of stones or brick masonry or block walling, built in cement mortar including all quoins, arches etc., but excluding ashlar facing, dressed stone work etc.complete including removal of debris to a distance exc 250m, but n.exc 500m, complete all as specified and directed. |
| 5 | Dismantling plain or corrugated steel sheeting any gauge, thickness including Nainital or similar pattern roof covering, complete all as specified and directed. |
| 6 | Fly ash brick work with old size bricks having crushing strength not less than 75 Kg/Sqcm, straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 (1 cement : 6 coarse sand), complete all as specified and directed. |
| 7 | Walling random rubble masonry with best quality locally available stone, uncoursed, well bonded, bedded, solidly hearted and built in cement mortar 1:6 (1 cement : 6 coarse sand), complete all as specified and directed. |
| 8 | All as per Serial Item No 7 above but except stone, complete all as specified and directed. Note:- Servicable stone retrieved from Serial Item No 4 shall be reused. |
| 9 | Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thickness (below or above ground level) complete including removal of debris to a distance exc 250km but n.exc 500m, complete all as specified and directed. |
| 10 | Demolition of cement concrete (reinforced) in ground floors and paving, not exceeding 15cm thickness (below or above ground level), reinforced (reinforcement cut as required to facilitate demolition), complete all as specified and directed. |
| 11 | Taking down cement plaster on brick or stone walls, ceiling, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete including removal of debris to a distance exc 250m but n.exc 500m, complete all as specified and directed. |
| 12 | Rendering 15mm thick in cement mortar 1:4 on fair faces of brick wall or stone wall, concrete surfaces, surface finished even and smooth without using extra cement, complete all as specified and directed. |
| 13 | Dismantling wrought iron or mild steel work of any description, complete all as specified and directed. |
| 14 | Dismantling fencing wire mesh, any type, complete all as specified and as directed. |
| 15 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground, posts embedded in concrete, brick work, masonry, etc., complete all as specified and directed. |
| 16 | Excavating in post holes (or similar holes) each n exc 0.50 cum, getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm and removing of surplus soil to be distance n.exc 50m and depositing where directed at a level n.exc 1.50m high from the starting point, complete all as specified and directed. complete all as specified and directed. |
| 17 | Plain cement concrete M-10, nominal mix, C-2, using 40mm graded mechanically crushed stone aggregate as in foundation, filling and mass concrete, complete all as specified and directed. |
| 18 | MS angle iron work 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, complete all as specified and directed. |
| 19 | Mild steel 10mm dia of neck and length exc 5cm but n.exc 10cm screw bolts (machine made) 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, complete all as specified and directed. |
| 20 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and directed. |
| 21 | Supply Only Chain link hot dipped galvanisd fencing, any size or type, complete all as specified and directed. |
| 22 | Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed. |
| 23 | 2mm thick fibre glass reinforced translucent plain sheet/sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc. complete all as specified and directed by Engr-In-Charge. |
| 24 | Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc., fixed in repair complete all as specified and directed. (Each line wire to be measured) |
| 25 | Restraining and resecuring existing barbed wire any description, including making good stapples and tying with mild steel binding wire (wherever required) etc, complete all as specified and directed. (Each line wire to be measured). |
| 26 | Welded steel wire fabric not exceeding 4Kg/Sqm complete to steel members, complete all as specified and directed. |
| 27 | Plain cement concrete M-10 nominal mix, type C-1 using 20mm graded mechanically crushed stone aggregate as in surface channel and drains, forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped etc., including necessary form work, complete all as specified and directed. |
| 28 | Plain cement concrete M-15, nominal mix, B-1 using 20mm graded mechanically crushed stone aggregate as in lintels upto 1.50 metre clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, chamfered angles and throating, complete all as specified and directed. Note :- The unit rate include for use of form work (straight or curved). |
| 29 | Reinforced cement concrete, M-15 (Nominal mix), type B-1, (with 20mm graded crushed 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. Note :- The unit rate include for use of form work (straight or curved). |
| 30 | Two coats of cement base paint over one coat of white wash on newly plastered surface of wall including preparation of surface, complete all as specified and directed. |
| 31 | Mild steel framed work such as grills, gratings, etc with ends of bars shouldered and/ or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed ballusters walk ways; railings; framework of water tanks and similar work conforming to Fe.290. Gde-E-165, complete all as specified and directed. |
| 32 | Applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel or steel based surfaces of any description, exceeding 10cm width or girth including preparation of surfaces, complete all as specified and directed. |
| 33 | Plain cement concrete M-10, nominal mix, type C-2, using 40mm graded mechanically crushed stone aggregate as in sub base flooring, 75mm thick, surface finished even and fair to receive top surface, complete all as specified and directed. |
| 34 | 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 sand, complete all as specified and directed. |
| 35 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 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 sand, complete all as specified and directed. |
| 36 | Chequered cement concrete tiles machine pressed of size 20cmx20cmx 25mm thick with grey cement, set jointed & pointed in neat cement slurry mixed with pigment to match the shade of the slab in floors laid over and including 15mm thick screed bed in cement mortar 1:4, complete all as specified and directed. |
| 37 | PCC M-15, nominal mix, type B-2, using 40mm graded crushed stone aggregate as in floors such as road side berms etc, 100mm thick, surface finished even and fair without using extra cement, complete all as specified. Note:- Cost of the form work shall be deemed to be included in unit rate (straight or curved). |
| 38 | Providing precast cement concrete louvers and jallies, M-15, type B-0 with 12.50mm graded crushed stone aggregate 35mm thick (measured solid), including all mouldings but excluding frame set in CM 1:4, complete all as specified and directed. |
| 39 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, for roughly finished flat surfaces of concrete, complete all as specified and directed. |
| 40 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, complete all as specified and directed. |
| 41 | Reinforced cement concrete (design mix) M-25 (using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and directed. |
| 42 | Reinforced cement concrete (design mix) M-25 (using 20mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters buttresses, complete all as specified and directed. |
| 43 | TMT 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, complete all as specified and directed. |
| 44 | TMT bars 6 to 8mm dia 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 0.90mm dia or securing with clips as in stirrups, spacers and binders, complete all as specified and directed. |
| 45 | Broken glass ( of bottle or thick glass broken to approx 63mm gauge) coping on top of walls @ 10kg glass per sqm over 25mm layer of cement mortar 1:3 with a rounded or weathered finish including taking and removing rubbish, complete all as specified and directed. |
| 46 | 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 required, complete all as specified and directed. |
| 47 | Precast cement M-15 nominal mix, type B-1, using 20mm graded crushed stone aggregate as in landings, cover slab (for manholes etc.), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match, including necessary form work complete all as specified and directed. |
| 48 | Slate tiles best quality locally available fixed on wall with neat cement slurry/paste including rendering 15mm thick cement mortar 1:4 on stone masonary/brick masonary size and pattern to be laid as ordered by Engr-In-Charge. |
| 49 | Reinforced concrete pipes of bore 450mm , class NP3, laid and jointed complete with collars including demolition or breaking up of old existing unservicable drain pipe complete all as specified. |
| 50 | Reinforced concrete pipes of bore 600mm , class NP3, laid and jointed complete with collars including demolition or breaking up of old existing unservicable drain pipe complete all as specified. |
| 51 | Deduction to be made from BOQ for Sch 'A' Part - II (Schedule of credit) Note: Tenderers shall not quote for this schedule. Please Enable Macros to View BoQ information |
