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| 1 | Excavation in post holes (or similar holes) each not exceeding 0.5 cum getting out in Hard/dense soil returning filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25cm watering and removing surplus soil to a distance not exceeding 50m and making good surfaces complete. |
| 2 | M & L for PCC 1:3:6 type C2 ( using 40 mm graded stone aggregate) as in foundation filling mass concrete complete all as specified and as directed. |
| 3 | Supply & Fix mild steel angles flat iron, bars, flats wind ties for roof including securing bolts, posts and struts in fencing etc 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 confirming to Fe-290 Gde E-165 complete.all as specified and directed. |
| 4 | S&F PVC coated (1mm thick) chain link fencing exc 2.00 but n.exc 3.50 kg per sqm with size of mesh 50 x 50 mm and thickness of wire n.exc 2.83 mm all as specified and as directed. |
| 5 | S&F posts and struts in fencing including cutting tops to shape as directed, drilling holes and heavy bracket framing (beam,tee,angle,channel or flat sections) including distance pieces, cleats etc Fe 410-W (Gde E-250) quality A. |
| 6 | S&F mild steel bolts with hexagonal or square head 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 5 cm long n.exc 10 cm long dia metre of neck exceeding 11 to 15 mm complete. |
| 7 | M&L for preparing new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces. |
| 8 | Excavation in trenches n exc 1.5m wide and not exceeding 1.50m and getting out in hard/dense soil complete all as specified and directed |
| 9 | M & L for cement concrete 1:4:8 type D2 ( using 40 mm graded stone aggregate) as in foundation, filling mass concrete complete all as specified and as directed. |
| 10 | M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in foundations incl rafts, footings and mass concrete complete all as specified and directed |
| 11 | M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in retaining walls and the like any thickness above top of footing including attached pillasters and butteresses complete all as specified |
| 12 | M&L for use and removal of steel form work to sides of concrete foundations, footings,rafts and raft beams sides and soffits of foundation and plinth beams and similar work for flat surface complete all as specified |
| 13 | M & L foe Use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified |
| 14 | S&F TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking and binding with mild steel wire (annealed) not less than .9mm dia complete all as specified |
| 15 | M&L for broken stone or boulders including hand packing (any thickness) at back side of weep holes and raising or lowering to the required level complete all as specified. |
| 16 | Return filling in Surplus soil and back filling of retaining wall, including spreading, levelling, watering and well ramming in layers n.exc. 25cm complete all as specified and directed |
| 17 | Removing excavated soil n.exc 50 m and depositing where directed at level n.exc 1.50 m above the starting point complete all as specified and directed. |
| 18 | M&L for PCC solid block masonry wall with PCC blocks Type C1 (1:3:6) (using 20 mm graded aggregates) , set in CM (1:4) complete all as specified and directed. |
| 19 | Surface excavation n.exc 30cm deep and averaging 15 cm deep and getting out in Hard/dense soil. |
| 20 | M&L for 150mm thick hard core of guage n.exc.63mm using broken stone aggregate spread, levelled, watered and rammed to a true surface. |
| 21 | M & L for Pre-cast PCC block masonry type B-1 (1:2:4) with solid block and set in CM1:6 |
| 22 | M&L rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished even and smooth without using extra cement. |
| 23 | M & L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including prepartion and applying priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfacestc complete all as specified and as directed by Engr-in-Charge |
| 24 | Supply and fix PVC (SWR) pipes 110 mm bore in any length with rubber ring joints fixed to walls /weep holes complete all as specified and directed |
| 25 | Supply and fix 110mm PVC (SWR) bends any radius with access door all as specified and directed |
| 26 | S&F MS steel work in tubular, trusses incl purlins, special shaped washers etc complete using ERW or induction butt welded tubes confirming to IS-1161-1979 grade 240 all as specified. |
| 27 | S&F MS works as in wind ties for roof including securing bolts etc complete all as specified. |
| 28 | M&L for plates of plain or chequered, square cut or notched of steel welded to steel structure for base plate etc. |
| 29 | M&L for prepainted galvalume aluminium zinc coating GI based corrugated sheet 0.5mm thick of colour having tesile strength of 550Mpa as in roof covering/cladding to wall fixed with self tapping screws all as specified. |
| 30 | M&L for prepainted galvalume aluminium zinc coating GI based plain sheet 0.5mm thick of colour having tesile strength of 550Mpa as in roof covering/cladding to wall fixed with self tapping screws all as specified. |
| 31 | Supply and Fix Stainless Steel railing, (SS 316 grade) of safety railing consists of vertical and horizontal bars of thickness not less than 2.0mm, welded to base plate , MS plate, maintenance free, corrosion resistant, aesthetic looking stainless steel extruded sections complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
