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| 1 | Excavating over areas, n exc 1.5m deep and getting out in hard/dense soil complete all as specified and directed. |
| 2 | Removing excavated at a level n.exc 50m m and depositing where directed at a level n exc 1.5m above starting point complete all as specified and as directed. |
| 3 | M&L for hardcore of broken stone or boulders 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 as directed. |
| 4 | Rolling and consolidating formation surfaces in cutting with power roller of capacity exc 8 tonne and n.exc 12 tonne over hardcore complete all as specified and as directed. |
| 5 | Excavation in trenches not exceeding 1.5M wide and not exceeding 1.5M in depth for sewage line, manhole etc not exceeding 10 sqm on plan and getting out in hard / dense soil complete all as specified and as directed. |
| 6 | Returning filling in including spreading, levelling, watering and well ramming in layer nexc 25 cm in soil complete all as secified and directed |
| 7 | Material and Labour for PCC 1:4:8 type D-2 using 40 mm stone aggregate as in foundation filling and mass concrete ,sub base of floor complete all as specified and as directed. |
| 8 | M&L for machine pressed precast concrete interlocking paver block any shape and size confirming IS 15658-2006 of80 mm thickM-40 grade factory made ISI marked chamfered edgewith approved colour or grey cement, design & pattern as in footpath, parks, lawns, drive ways or heavy veh parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in grey cement & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete.complete all as specified and as directed. |
| 9 | M&L for Brick work with sub class B bricks straight or curved on plan exc. 6m mean radius built in cement mortar (1:6).complete all as specified and as directed. |
| 10 | M&L renderig 15mm thick in cementmortar 1:6 on fair faces of brick or concrete surface of wall rendering is to be finished even and smooth with out using extra cement . |
| 11 | M&L prepation of newly plasteredsurface of wall and applying three coat of white washcomplete all as specified and as directed. |
| 12 | M&Lpre-painted galvalume aluminum zinc coating GI based AZ-150 corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall,,ridge fixed with self tapping screws complete all as specified and as directed. |
| 13 | M&L Pre-painted galvalume aluminium zinc coating GI based plain AZ-150 steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/ridge /cladding to wall, fixed with self tapping screws complete all as specified and as directed. |
| 14 | S&F mild steel work as in tubular pipes,square/round as in vertical posts, rafters/purlins framed using ERW or induction butt welded including tubular pipes (medium) for supporting tubular/square pipe rafters/purlins special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade St-240 with and including one shop coat of zinc chrominium primer paint complete all as specified and as directed.Make : Tata/Sail or equivalent make as specified in Appendix B to PS |
| 15 | S and F forwind ties for roof including securing with nuts and bolts etc complete all as specified and as directed. |
| 16 | M&L two coat of synthetic enamel paint over one coat of red oxide primer on new steel surface incl preparation of new steel surface of any description not otherwise described over 10 cm width or girth etc complete all as specified and as directed. |
| 17 | S&F mild steel bolts screw bolts of 16 to 20 mm dia ( Machine made ) with hexagonal or square heads at one end and screwed the other or screwed the both and of suitable length as required at siteand fixed in position by any meansetccomplete all as specified and as directed. |
| 18 | S&F mild steel ( Plain) plate , square cut or notched (ordinary and counter sunk) forming holes of suitable dia etc complete all as specified and as directed. |
| 19 | M&L, for PCC 1:2:4 type B-1 using 20mm graded stone agg as in coping on side of Path/Hard Standing ,edge concrete to paver block, ramp concrete etc including necessary form work etc complete all as specified and directed. |
| 20 | M & L surface excavation n . Exc 30cm deep and averaging 15cm deep and getting out soft and loose soil complete all as specified and as directed. |
| 21 | Excavation 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 exc. 25m in soft/lose soil complete all as specified and as directed. |
| 22 | M&L PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete as sub base of floor complete all as specified and as directed. |
| 23 | M&L brick work with fly ash bricks (FASB) conferming to IS 12894, of strength M-10 straight or curved on plan exc 6m mean radius built cement mortar 1:6 complete all as specified and as directed. |
| 24 | S&F Roof trusses (framed), trussed, purlins, post, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. steel work confirming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 25 | M&L for machine pressed precast concrete interlocking paver block coloured Glossy finishes any shape and size confirming to IS 15658-2006 of 60mm thick factory made chamfered edge of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using platevibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra complete all as specified and directed. |
| 26 | M&L forprecast machine pressed cement concrete coloured Glossy finished chequered tiles of size 30cm x 30cm x 22 mm thick conforming to IS : 1237-1980 shall be laid in neat cement slurry over and including 20 mm thick cement mortar screed in 1:4 and joints between the tiles to be filled tile grout or equilent complete all as specified and directed. |
| 27 | M & L for preparation of new plastered surface and applying two coat of cement base painton external surface etc complete all as specified and as directed. |
| 28 | M&L mild steel work in hand rails, half round or other steel section or core for Wind ties for roof including securing bolts, post and struts cutting tops to shape as directed, drilling holes, notching for wire etc and similar work confirming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 29 | M & L for 75mm thick cement concreate type D2 1:4:8 40mm graded aggregate as in sub base floors complete all as specified & directed. |
