|
| 1 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface as in any type of soil. |
| 2 | M&L for cement concrete in foundations, filling and mass-concrete Type B 2 (using 40 mm graded stone aggregate) complete all as specified and directed. |
| 3 | M&L for 75 mm thick cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in sub base complete all as specified and directed. |
| 4 | M&L for 75 mm thick cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) as in flooring complete all as specified and directed. |
| 5 | M&L for rendering 10 mm thick internal cement plaster in CM 1:6 on fair faces of brickwork or concrete surfaces is to be finished even and fair with out using extra cement all as specified and directed. |
| 6 | M&L for cement plaster 8 mm thick in cement mortar 1:4 with approved water proofing compound over backing coat of 12 mm thick in cement mortar 1:6 for external faces of walls all as specified and directed. (Note: Water proofing compound shall be measured and paid seperately under relevent item of this schedule.) |
| 7 | Supply only Liquid Water Proofing Compound complete all as specified and as directed. |
| 8 | M&L for preparation of newly plastered external wall surface and applying two coats of weather proof paint over a coat of suitable primer over a coat of sealent base coat, complete all as specified and directed. |
| 9 | M&L for preparation of newly treated wall surfaces and priming plastered and other surfaces with alkali resistant priming primer on new plaster surfaces, preparatory to distempering & applying two coats of distemper oil emulsion white or tinted complete all as specified and directed. |
| 10 | M&L for damp proof course to horizontal or vertical surfaces including necessary formwork, 40mm thick, in cement concrete 1:2:4 type B0, applying evenly a tack coat of bitumen 85/25 at the rate of 1.2kg/sqm including cleaning surfaces and applying polythene film 150 micron laid over bitumen coating complete all as specified and directed. |
| 11 | S&F joist, channel, angle,tubular sections or tee sections, fixed independently, w/o connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) as in MS posts, plates etc conforming to Fe-290 Gde-E-165 complete all as specified and directed. |
| 12 | S&F roof trusses (framed or tubular sections) trussed, purlins, crane gantries, pillars, posts, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel, tubular pipes or flat sections) including distance pieces, cleats etc conforming to Fe-290 Gde-E-165 complete all as specified and directed. |
| 13 | 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 290-0 Gde E 165 complete all as specified and directed. |
| 14 | M&L for mild steel screw bolts 16 to 20mm dia of neck in mm(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, n exc 5cm long complete all as specified and directed. |
| 15 | S&F pre-painted galvalume aluminum zinc coated 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. |
| 16 | S&F 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 roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed. |
| 17 | Forming 20 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ complete all as specified and directed. |
| 18 | Forming contraction (Dummy)joints 65mm deep x 10mm wide,filled with sealing compound complete all as specified and directed. |
| 19 | S&F square UPVC rain water gutter (200 MM), with all necessary fittings like MS flat iron, clamp, joints, end cap, corner drop, centre drop, etc joining compounds, nut, bolts or screws etc and fixing in position, at any height complete all as specified and directed. |
| 20 | S&F FRP manhole covers of size area exc 0.12 but n exc 0.38 along with frame complete all as specified and directed. |
| 21 | S& F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints,fixed to walls as in rainwater down pipes with necessary clamps & fittings complete all as specified and directed. |
| 22 | S& F 110mm bore PVC (SWR) bends any radius complete all as specified and directed. |
| 23 | Demolition of unreinforced concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 24 | Demolition of brickwork or stone/ boulder masonry built in cement mortar or cement lime mortar complete all as specified and directed. |
| 25 | M&L for precast cement concrete block masonry in type C1, 1:3:6 (using 20 mm graded stone aggregate) with solid blocks exc 10 cm in width and setting in cement mortar 1:6 in foundation load bearing wall complete all as specified and directed. |
| 26 | M&L for 15mm thick rendering in cement mortar (1:6) on fair faces of brick work or concrete surfaces, finished even and fair without using extra cement complete all as specified and directed. |
| 27 | M&L for surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft loose soil complete all as specified and directed. |
| 28 | Excavation in trenches n.exc 1.5m and n.exc 1.5m in depth for foundation and getting out in soft/ loose soil complete all as specified and directed. |
| 29 | Returning filling in soft/loose soil including spreading leveling watering and wall ramming in layers n/exc 25 cm thick complete all as specified and directed. |
| 30 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 31 | Removing excavated material beyond 50 m and upto a total distance of 250m complete all as specified and directed. |
| 32 | Removing excavated soil exc.250m but n.exc 500m and depositing where directed by Engr-in -Charge. |
| 33 | M&L for cement concrete in surface channels and drains in PCC 1:2:4 Type B 2 (using 40 mm graded stone aggregate) complete all as specified and directed. |
| 34 | M&L for cement concrete in foundation Type D 2 1:4:8 (using 40 mm graded stone aggregate) as in filling and mass concrete complete all as specified and directed. |
| 35 | 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. |
| 36 | M&L for preparation of new surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of anti corrosive epoxy paint over a coat of epoxy primer, on steel surfaces complete all as specified and directed. |
| 37 | M&L for 75 mm thick PCC 1:3:6, Type C-2 (using 40 mm graded stone aggregate) complete all as specified and directed. |
| 38 | M&L for hardcore of broken stone of gauge n.exc 63mm deposited spread and levelled in layers n.exc 15cm thick watered and rammed to a true surface complete all as specified and directed. |
| 39 | M&L for chequered colour cement concrete tiles 30x30cmx 25mm thick set jointed grey and pigment and pointed in neat cement slurry in floors/steps including screed bed or bedding layer of morter 15mm thick in CM 1:6 complete all as specified and directed. |
| 40 | M&L for coarse aggregate for granolithic floors graded from 12.5mm to 4.75mm spreading and levelling in layers n exc. 25 cm thick and well ramming including watering as required complete all as specified and directed. |
| 41 | M&L for Machine pressed precast concrete interlocking paver block any shape,colour and size confirming to IS 15658-2006 of 60 mm thickness M-40 Grade with grey cement and pigment complete all as specified and directed. Please Enable Macros to View BoQ information |
| 42 | M&L for Machine pressed precast concrete interlocking paver block any shape,colour and size confirming to IS 15658-2006 of 60 mm thickness M-40 Grade with grey cement and pigment complete all as specified and directed. Please Enable Macros to View BoQ information |
