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| 1 | Dismantling timber scantling in fillets, rails, posts, rafters, purlins, etc. under 40 sq. cm in section in any position unframed work complete all as specified and directed. |
| 2 | Demolition of concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 3 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 4 | Dismantling of plain or corrugated steel sheeting, any gauge, thickness, as in railing/cladding complete all as specified and directed. |
| 5 | Dismantling fencing wire mesh, any type complete all as specified and directed. |
| 6 | Demolition of brickwork or stone/ boulder masonry, built in cement mortar or cementlime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles and removing the debris outside from defence land complete all as specified and directed. |
| 7 | Demolition of Reinforced cement Concrete work in any position (reinforcement cut as required to facilitate demolition) and removing rubbish to a distance n exc 50mtr at low lying area complete all as specified and directed. |
| 8 | M&L for PCC 1:2:4, Type B-1, (using 20 mm graded aggregate) in lintels upto 1.5m 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, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. |
| 9 | S&F 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 balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 10 | M&L for PCC (1:3:6) type C-2 using 40 mm graded stone agg as in foundation filling mass concrete complete all as specified and directed. |
| 11 | Fixing only MS galvanised chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, binding wire etc complete all as specified and directed. |
| 12 | Supply only MS galvanised chain link fencing any type and any gauge complete all as specified and directed. |
| 13 | S&F round bars for fixing of chain link fencing, in available length cut to shap, bent to shape requried, including cranking, bending spirally for hooping etc. complete and Fe-410 W (Gde E-250 ) quality-A or Fe 290 (Gde- E -165) complete all as specified and directed. |
| 14 | S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts 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. |
| 15 | M & L for brick work old size bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and directed. |
| 16 | M&L for 15mm thick rendering in CM (1:4) on fair faces of brick work or concrete surfaces and finished surface even and smooth without using extra cement complete all as specified and directed. |
| 17 | M&L for preparation of newly plastered surfaces of wall and applying two coats cement base paint over a coat of alkali resistant priming complete all as specified and directed. |
| 18 | S&F Framed work as in doors or gates of angle or other sectionwith 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 confirming to Fe 410 -W (Gde- E- 250) quality- A complete all as specified and directed. |
| 19 | S&F for pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in railing/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 20 | S&F for pre-painted galvatume 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. |
| 21 | S&F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates confirming Fe 410 -W (Gde- E- 250) quality- A complete all as specified and directed. |
| 22 | S&F MS steel flat iron as in wind tie for roof sheet including securing bolts confirming to Fe 410-W (Gde-E- 250) Quality-A complete all as specified and directed. |
| 23 | S&F Mild steel 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, exc 10cm but n.exc. 15cm long and 11 to 15mm dia of shank complete |
| 24 | M&L for RCC (nominal mix) 1:2:4 type B-1 using 20 mm graded stone aggregate in foundation, including rafts, footings, beams, plinth beams; bases for columns; etc; basement slabs, under-remed piles and mass concrete complete all as specified and directed. |
| 25 | M&L for RCC (nominal mix) 1:2:4 type B-1 using 20 mm graded stone aggregate as in cloumns, pillars, piers, posts and struts complete all as specified and directed. |
| 26 | 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 rough finished concrete surfaces completed all as specified and directed |
| 27 | Formwork to sides of pillars, piers, columns, square, rectangular, polygonal, circular on plan rough finished surfaces of concrete completed all as specified and directed |
| 28 | S&F MS TMT bars10mm dia & over, cut to length, bent to shape required, including cranking, bending spirally for hooping forcolumns, hooking ends and binding with mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed confirming to Fe 500 or Fe 550. |
| 29 | All as per item No. 28 above but 5mm dia and over upto and including 10mm dia in stirrups spacers and binder. |
| 30 | M & L for preparation of new steel & iron surfaces of any description, not otherwise, described, over 10cm width or girth and applying two coats of synthetic enamel pain over one coat of red oxide primer complete all as specified & directed. |
| 31 | M&L for preparation of new or previously untreated surfaces of steel of any description, not exc 10cm in width or girth when unconnected with other painting and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 32 | S&F 'W' Beam Metal crash barrier : Metal beam crash barrier (W - Beam Type) Single side Single beam of 3mm thick having width of 311mm and depth of corrugation of 83mm, of total Lenght 4.318 mtr of effective length of 4.00 mtr or as per site requirement on raod side /curve/sharpe turnes ets as per IRC : 119 - 2015 and MoRTH specification, cold formed, hot dip galvanised with minimum coating of 550 g/sqm fixed with Spacer including galvanised Nuts, bolts, washers and all accessories , alignment , drilling & fixing complete all as specified and directed by Engr-In- Charge.(ii) Post/Coloum : Post/Coloumn \\"U\\" Shaped to be fixed with spacer along with all nuts, bolts, and washers along road side / median / curve as per IRC : 119-2015 and MoRTH specifications, Size ; 150mm x 75mm x 5mm thick x 1800mm long \\"U\\" section or approved profile , cold formed , hot dip galvanised with minimum coating of 550 g/sqm , spaced at 2.00 mtr centre to centre. Post/ Coloumn to be embended 1.10 mtr deep below GL in concrete foundation complete all as per specified and directed by Engr-In-Charge.(ii) Spacer : Metal channel spacer of size 150mm x 330mm x 5mm thick \\"C\\" shaped or approved profile for fixed with metal crash barrier (W- Beam type) and metal post along road side / median / curve as per IRC : 1189 -2015 and MoRTH specification cold formed, hot dip galvanised with minimum coating of 550g/sqm, spacer at 2.00 mtr center to center or as per site requirements with galvanised nuts, bolts, washers and all acessories, alignment , drilling & fixing complete all as specified and directed by Engr-In-Charge.Note : (a) Rates are include Supply of all materials, transportation, labour, tools & Plants, installation, testing, necessary reflectors and all incidental work complete. (b) Exavation in post holes and PCC in Fdn will be paid saperatly. |
| 33 | Excavation in post holes (or similar holes) each not exc 0.5 cum getting out, returning filling in and rammin earth or broken rubble mixed with earth around in layers not exc 25 cm watering, and removing surplus soil to a distance not exc 50mtr and making good surface in soft/loose soil complete all as specified and directed. |
| 34 | M&L for PCC (1:4:8) type D-2, using 40mm graded crushed stone aggregate as in foundations, fillings and mass concrete complete all as specified and directed. |
| 35 | Demolition of cement concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 36 | Taking down cement plastering of any description on brick/stone/concrete wall surfaces of any description incl racking out joints hacking for key,scrubbing down with water etc. complete all as specified and as directed. |
| 37 | M&L for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted built in cement mortar 1:4, complete all as specified and directed. |
| 38 | All as per Item No.37 above but Except stone complete all as specified and directed. (Old stone obtained from demolition shall be reused) |
| 39 | M&L for 20mm thick rendering in CM (1:4) on stone masonry surface or other than fair faces of brick work or on one side of lathing and finished surface even and smooth without using extra cement complete all as specified and directed. |
| 40 | M & L for flush pointing in CM 1:4 to random rubble masonry, uncoursed or brought upto courses complete all as specified and directed. |
| 41 | M & L for PCC 1:2:4 type B-0 using 12.5mm graded aggregate in lintels upto 1.5m 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, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, necessary form work complete all as specified and directed. |
| 42 | M & L for precast cement concrete 1:2:4 type B-1 using 20mm graded aggregate set in CM 1:6 win- dow or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling) corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, eatherings, throat- ing etc. and setting in mortar complete with joints to match complete all as specified and directed. |
| 43 | M & L for broken stone or boulders (any thickness) filling dry hand packed tightly at back of walls and raising or lowering to the required level complete all as specified and directed. |
| 44 | Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.40mm to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses granite, trap stone complete all as specified and directed. |
| 45 | S&F PVC (SWR) pipes of 110 mm dia, single socketed as in weep holes etc complete all as specified and directed. |
| 46 | M&L for 100 mm thick PCC 1:2:4 Type B-2 (using 40mm graded crushed stone aggregate) as in path/hard standings finished cement concrete surface even and fair complete all as specified and directed. |
| 47 | M&L for PCC 1:2:4 type B-1 (using 20mm graded stone aggregate as in surface channels and drains including necessary form work complete all as specified and directed. |
| 48 | M&L for Dark shade Parking Vitrified Ceramic tiles 10 mm thick (square) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles complete all as specified and directed. |
| 49 | M&L for machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade complete all as specified and directed. |
| 50 | M&L for machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 Grade complete all as specified and directed. |
| 51 | M & L for sand filling under floors or in foundations including watering and consolidation complete all as specified directed. |
| 52 | M&L for coloured glossy finished chequred cement concrete tile of size 300mm x 300mm x 20-22mm thick with anti skid properties set, jointed and pointed in neat cement slurry as in floor with grey cement and pigment complete all as specified and as directed. |
| 53 | M&L for 15 mm thick screed bed or bedding layer of mortar in CM (1:6) for laying floor finishes complete all as specified and as directed. |
| 54 | M&L for 20 mm thick screed bed or bedding layer of mortar in CM (1:6) for laying floor finishes complete all as specified and as directed. Please Enable Macros to View BoQ information |
