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| 1 | Surface dressingn exc 15 cm deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. |
| 2 | Removing excavated soil to a distance not exceeding 250 m but not exceeding 500 m and depositingwhere directed at a level not exceeding 1.5 mabove the starting point complete all as specified and directed by Engineer-in-charge. |
| 3 | Excavating in trenchs, not exc. 1.5m wide and not exc. 1.5m in depth; for foundation or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. |
| 4 | M&L for PCC 1:4:8 (Type D2) using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed by Engineer-in-Charge. |
| 5 | M&L for squared rubble walling Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 6 | M&L for sand filling under floor or in foundation including watering and consolidation complete all as specified and directed by Engineer-in-Charge. |
| 7 | M&L for hardcore broken to stone or boulders gauge not exc. 63 mm deposited, spread and levelled in layers not exc. 15cm thick, water and rammed to a true surface complete all as specified and directed by Engineer-in-Charge. |
| 8 | M&L for 100mm thick PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base of flooring complete all as specified and directed by Engineer-in-Charge. |
| 9 | Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type brought upto courses complete all as specified and directed by Engineer -in- Charge. |
| 10 | M&L for Machine cut kota stone slab flooring 20-25mm thick over, laid over cement screed base , jointed and pointedwith grey cement slurry mixed with pigment over 15mm thick cement mortar 1:6 screed bed to match the shade of the slab including rubbing and polishing complete all as specified and directed by Engineer -in- Charge. |
| 11 | M&L for rendering 15mm thick (in two layers - first layer 10mm thick with ready mix plaster and outer layer 5mm thick ready mix water proof plaster) on outer walls by adding potable water by weight of material as mentioned by manufacture.Ready mix plaster shall comply with IS-1661-1972, IS-2250-1981and shall confirm 28 days compressive strength10-15 MPA, Bulk density 1600-1800 Kg/CUM and pull out bond strength - > 0.5 MPA complete all as specified and directed by Engineer -in- Charge. |
| 12 | M&L for preparation of new surface applying two coat of cement base paintover a coat of alkal resistant primer complete all as specified and directed by Engineer-in-charge. |
| 13 | M&L for PCC (1:2:4) B-2 using 40 mm graded stone aggregate as in foundation, column, pillar, posts and strut etc complete all as specified and as directed by the Engineer-in-Charge. |
| 14 | S&F steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes confirming ti IS -1161-1979 grade St-240complete all as specified and directed by Engineer -in- Charge. |
| 15 | M&L for 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 necessarydrilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer -in- Charge. |
| 16 | S&F Pre-painted galvalume sheet aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | S&F Pre-painted galvalume sheet aluminium zinc coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge. |
| 18 | Returningfilling in soil including spreading, levelling and well ramming in layers n.exc 25cm thick in layer etc complete all as specified and as directed by the Engineer-in-Charge. |
| 19 | Removing excavated soil to a distance not exceeding 50 m and depositingwhere directed at a level not exceeding 1.5 mabove the starting point complete all as specified and directed by Engineer-in-charge. |
| 20 | M&L for preparing new untreated steel surfaces of any description over10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide prime complete all as specified and as directed by the Engineer-in-Charge. |
