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| 1 | S&F for Solid PVC kitchen cabinets/Cupboards made withdoor frame of size 48x40mm and18-20 mm thick shutter and including full shutter length piano hinges complete all as specified and as directed by Engineer-in-ChargeNote :- (i) The area of each sheet (shutter, sides of cabinet, partition and shelves)shall be measured in sqm for payment.(ii)Magnetic catches, handles, continuous Piano hinges etc shall be measured and paid separately under appropriate item of BOQ.(iii) Any other material required for making/fixing/hanging of cabinet shall deemed to be included in the quoted unit rate nothing extra shall be paid on this account. |
| 2 | S&F aluminium extruded alloy handles fabricated type anodised of size 150mm complete all as specified and directed. |
| 3 | S&F Magnetic catches of size25 mm x 12mm, No.3, complete all as specified anddirected. |
| 4 | S&F hasp and staple, aluminium anodised, safety type, with hinges pin including bolt to hinges plate and fixed with screws of size 75 mm with auto hinges complete all as specified and directed. |
| 5 | S&F for framed work as in door frames or gates chowkats of angle or other section withbraces, etc., complete, drilled or welded for ms hinges for fixing of gate or doors other covering andalso fastening and fixing complete all as specified and directed. |
| 6 | M&L for Granite 18 to 20 mm thick (black colour) work (table rubbed and polished) in cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed. |
| 7 | M&L for Granite 18 to 20 mm thick (black colour) work (table rubbed and polished) for wall lining(veenering to wall) 12 mm thick in cement mortar (1:3 ) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed. |
| 8 | M&L for making/drilling hole in kitchen cooking slab/plateform for gas pipe etc complete all as specified and directed. |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)in all kind of soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed by Engineer-in-charge. |
| 10 | All as per item No 9 here in before but depth exceeding 1.5 m and not exceeding 3.0 m complete all as specified and directed. |
| 11 | M&L for cement concrete type D2 1:4:8(40mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and directed. |
| 12 | M&L for RCCM-30 (design mix) Using 20mm Graded Aggregate for foundation, including Rafts and plith beams as Mass Concrete complete all as specified and directed. |
| 13 | M&L for RCC M-30 (design mix) (20mm graded aggregate)as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. |
| 14 | M&L for RCC M-30 (design mix) (20mm graded aggregate)as in Columns, pillars, piers, posts and struts complete all as specified and directed. |
| 15 | M&L for RCC M-30 (design mix) (20mm graded aggregate)Slabsand the like complete all as specified and directed. |
| 16 | M&L for RCC M-30 (design mix) (20mm graded aggregate)in walls, retaing walls etc complete all as specified and directed. |
| 17 | M&L for Formwork to sides of concrete foundations, footings , plinth beams etc fair finished of surfaces flat complete all as specified and directed. |
| 18 | M&L for Formwork to soffits of suspended slabs such as roof slabs, fair finished of surfaces flat complete all as specified and directed. |
| 19 | M&L for Formwork to faces of walls, retaining walls, fair finished of surfaces flat complete all as specified and directed. |
| 20 | M&L for Formwork sides and soffits of floor or roof beams, fair finished of surfaces flat complete all as specified and directed. |
| 21 | M&L for Formwork to sides of pillars, posts, struts, piers, columns, fair finished of surfaces flat complete all as specified and directed. |
| 22 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out in all kind of soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. |
| 23 | M&L for cement concrete Type C2 1:3:6(20mm graded aggregate) as in surface channel and drains complete all as specified and directed. |
| 24 | M&L cement concrete type B -1, 1:2:4 (20mm graded aggregate) in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and directed. |
| 25 | M&L reinforced cement concrte 200mm dia pipes, class NP3, laid and jointed complete with collars complete all as specified and directed. |
| 26 | M&L reinforced cement concrte 300mm dia pipes, class NP3, laid and jointed complete with collars complete all as specified and directed. |
| 27 | M&L cement concrete 1:3:6 bed to drain pipes of 200 mm bore including packing under and completely surrounding pipes with concrete after they are laid tested complete all as specified and directed. |
| 28 | M&L cement concrete 1:3:6 bed to drain pipes of 300 mm bore including packing under and completely surrounding pipes with concrete after they are laid tested complete all as specified and directed. |
| 29 | M&L for precast cement concrete 1:2:4 type B1 using 20 mm graded aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain facesetc. and setting in mortar 1:6 complete all as specified and directed. |
| 30 | M&L for TMTbars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 31 | M&L for TMTbars but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. |
| 32 | M&L for Boring holes , 300 mm dia and 5 m deep in any type of soil for recharge pit etc and getting out and disposal of spoil to a distance of n exc.50 m complete all as specified and directed. |
| 33 | M&L Loose filling with aggregates with broken stone or boulders of gauge 80 to 150 mm in soakage pits, soakage wells and Recharge pits etc complete all as specified and directed. |
| 34 | Returning filling in including spreading, levelling, watering and well ramming in later not exceeding 25 cm in layers in soft and loose soil complete all as specified and directed. |
| 35 | Removal of excavated material (soil) to a distance exceeding 250 metre and not exc. 500 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. |
