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| 1 | Excavation over areas,not exc 1.5 m deep and getting out in Hard/ dense soil complete all as specified |
| 2 | All as per item no.2 above but depth exc 1.5m and not exc 3m complete all as specified |
| 3 | M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 4 | M&L for plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 5 | M&L for brick work with sub class B bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar (1:4) all as specified directed by Engineer-in-Charge. |
| 6 | M&L Providing precast cement concrete Type B1,1:2:4 (20mm graded stone aggregate) as in baffles , cover slab for man hole etc and similar articles with plain faces set in CM 1:4 and the like all as specified and directed |
| 7 | M&L Brick work fly ash bricks with old size bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed. |
| 8 | M&L Reinforced cement concrete ( Nominal mix) 1:1.5 : 3, type A1 ( 20 mm graded stone aggregate) as in Slab supported on walls, beams, and columns in floors, roofs, landings, balconies, canopies, deck slab and in shelves and the like complete all as specified and as directed |
| 9 | Use and waste of form work to soffits of suspended slabs such as roof slabs, floors slabs, landings and similar work, not exceeding 200mm thick for fair finished surfaces complete all as specified and directed. |
| 10 | Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 5cm but n exc 10cm wide complete all as specified and directed. |
| 11 | All as per item No.10 above but n exc 5cm wide complete all as specified and directed. |
| 12 | M&L for mild steel TMT bars 10mm dia and over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge |
| 13 | Ditto all as per item no .12 above herein before but 6 mm to 8 mm dia as in stirrups |
| 14 | M&L Mild steel round 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 |
| 15 | M&L Treating small articles such as handles, rungs etc., with tar and coal tar block paint, area nt exc 0.1 sqm each |
| 16 | M&L 10mm thick rendering in cement mortar 1:4 on brick masonary / concrete surfaces, finished even and smooth without using extra cement |
| 17 | M&L 15mm thick rendering in cement mortar 1:4 on brick masonary / concrete surfaces, finished even and fair. |
| 18 | Supply only integral water proofing compound. |
| 19 | M&L for 150 mm thick PCC (1:3:6) type C2, using 40mm graded granite stone aggregate as in sub base and finished the surface even and smooth using extra cement complete all as specified and directed by Engineer in charge. |
| 20 | M&L for 150 mm thick PCC (1:2:4) type B2, using 40mm graded granite stone aggregate as in floors etc and finished the surface even and smooth using extra cement complete all as specified and directed by Engineer in charge. |
| 21 | M&L 20mm thick bedding layer in cement mortar 1:4 on brick masonary / concrete surfaces, finished even and smooth without using extra cement |
| 22 | Cutting channels, grooves or rebates nt exc 1.5 cm girth and trimming surface in PCC/Brick without reinforcement |
| 23 | S&F Mild steel works as grills, gratings etc with ends of bars welded and similar work conforming to Fe-290 and grade -165 |
| 24 | M&L two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on steel surfacesof any description over 10 cm girth or width not otherwise described . |
| 25 | M&L for mild steel TMT bars 8mm dia cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge |
| 26 | M&L for mild steel of angles or tees or with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 (Brackets complete all as specified and directed by Engineer-in-Charge. |
| 27 | M&L two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on steel surfacesof any description n.exc 10 cm girth or width not otherwise described |
| 28 | S&F 150 mm cast iron branch piece single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches. |
| 29 | M&L for CI soil, waste and vent pipes 100mm in any length with or without ears with cement joints laid on walls. |
| 30 | S&F 100 mm cast iron branch piece single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches. |
| 31 | S&F 100 mm cast iron radius), diminishing pieces or tapers (larger bore measured) |
| 32 | S&F 110 mm dia bore PVC SWR Vent cowls |
| 33 | Returning filling-in including spreading, levelling, watering and well ramming in layers not exceeding 25cm using approved excavated soil all as directed. |
| 34 | Surface dressing not exceeding 30cm deep and averaging 15cm deep and getting out in soft/loose sopil complete all as spcecified and as directed. |
| 35 | Removing excavated spoil to a distance not exceeding 50 Mtrs and depositing where directed at a level n.exc 1.5m above the starting point all as specified. |
| 36 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc not exceeding 10 Sqm on plan and getting out in hard / dense soil complete all as specified and directed. |
| 37 | All as item No 36 above but depth exceeding 1.50 metre but not exceeding 3.00 metre and getting out in hard / dense soil complete all as specified and as directed. |
| 38 | Material and Labour for cement concrete 1:3:6, type C-2 (using 40 mm graded crushed stone aggregate) for 150mm pipe concrete bed to drain pipes of including packing under and haunching against the sides of pipe after they are laid and tested including necessary form work for the following bore of drain complete all as specified and as directed. |
| 39 | Excavation in trenches, not exceeding 1.5 M wide, and not exceeding 1.5 M in depth for foundation etc and getting out in soft / loose soil all as specified and directed by Engineer-in-Charge |
| 40 | All as per item No.39 above but depth exc 1.5m and not exc 3m complete all as specified |
| 41 | Removing excavated spoil to a distance not exceeding 50 Mtrs and depositing where directed at a level n.exc 1.5m above the starting point all as specified. |
| 42 | M&L for PCC 1:2:4 type B-0 (12.50mm graded stone aggregate) as in coping etc complete all as specified and directed. |
| 43 | M&L 10mm thk rendering in cement mortar 1:6 on brick masonary / concrete surfaces, finished even and fair all as specified. |
| 44 | M&L 15mm thk rendering in cement mortar 1:6 on brick masonary / concrete surfaces, finished even and fair all as specified with using WPC. Note: WPC will be measured and paid separately. |
| 45 | M&L for DWCPE (SN8) of 150mm Inner dia , laid and jointed with solvent as per manufacturer instructions laid in trenches etc complete all as specified |
| 46 | M&L for Concrete bed to drain pipes including packing under, & completely surrounding pipes with concrete after they are laid & tested in cement concrete (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate) bore of pipe 200 mm dia. |
| 47 | M&L for Concrete bed to drain pipes including packing under, & completely surrounding pipes with concrete after they are laid & tested in cement concrete (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate) bore of pipe 150 mm dia. |
| 48 | M&L for DWCPE (SN8) of 200mm Inner dia , laid and jointed with solvent as per manufacturer instructions laid in trenches etc complete all as specified |
| 49 | Excavation over areas,not exc 1.5 m deep and getting out in soft / loose soil complete all as specified |
| 50 | All as per item no.49 above but depth exc 1.5m and not exc 3m complete all as specified |
| 51 | M&L for Brickwork with fly ash bricks in one brick thick honey-comb walling, built in 1:4 for soakage well all as specified and direted. |
| 52 | Removal of demolished materials/debris to out side MD land a distance exc 5.00 KM to 10.00 Km etc complete all as specified and directed. |
| 53 | M&L for 75 mm thick Cement concrete type D2, 1:4:8 (40mm graded stone aggregate) as in sub base complete all as specified and directed. |
| 54 | M&L for M sand cushoning for inter locking tiles complete all as specified and directed. |
| 55 | Material and labour for Machine pressed precast conctete interlocking glossy/ lacquer finish paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 60 mm thickness including 2mm thick rubber mould glossy/ lacquer finish paver block of Grade M-35 and over sand cushion complete all as specified and directed. ( Note- Sand will be measured and paid separately) |
| 56 | Surface dressing not exceeding 15cm deep and getting out in hard/dense soil complete all as spcecified and as directed. |
| 57 | Excavating in post holes (or similar holes) in hard/dense soil 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 25 cm all as specified and directed |
| 58 | M&L for plain cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 59 | S&F Rolled mild steel in Joist Fe-410- W(Gde-E-250) quality-channel, angle, or tee sections,Hollow tubes (MS) fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) complete all as speified and as directed. |
| 60 | S&F Mild steel screw bolts (machine made) with hexagonal or square heads Diameter of neck in 16 to 25 mm 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 5 cm and n exc 10cm long complete all as specified and directed |
| 61 | M&L for 4mm dia GI steel wire, PVC coated 75mm x 75mm mesh as in chain link fencing and provision of galvanised iron PVC coated tying wire complete all as specified and directed. Please Enable Macros to View BoQ information |
