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| 1 | Excavation over areas not exc 1.5 mtr deep and getting out in soft/loose soil all as specified and directed. |
| 2 | Excavation over areas exc 1.5 mtrbut not exc 3.0 mtr deepand getting out in soft/loose soil all as specified and directed. |
| 3 | Excavation over areas exc 3 mtrbut not exc 4.5 mtr deepand getting out in soft/loose soil all as specified and directed. |
| 4 | M&L for PCCtype B2 (1:2:4) (using 40 mm graded stone aggregate) as in foundation filling and mass concreteall as specified and directed.. |
| 5 | M & L Hard core of gauge not exc 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of 100mm thick with broken/stone/boulers. |
| 6 | M&L for design mix reinforced cement concrete M-30 ( Using 20 mm graded stone aggregate) as in foundation plinth beam cantilevers, bressummers etc,all as specified and directed |
| 7 | M&L for design mix reinforced cement concrete M-30 ( Using 20 mm graded stone aggregate) as in wall, retaining walls and like, any thickness, above top of footing including attached pilasters and buttresses all as specified and directed |
| 8 | M&L for form work to sides for rough finished curved surface of concrete , foundations, footings, base of column, raft and raft beams , sides and soffits of foundation and plinth beams and similars work verticle or to batter for curved surface |
| 9 | M&L for form work to curved face of walls, retaining wall, etc for rough finished surface of concrete, verticle or to batter for curved surface |
| 10 | S&F TMT steel bars 10mm dia and over, cut to length, bent to shape required, including cracking bending spirally for hooping for footing, columns, beams, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia. |
| 11 | S&FTMT steel bars 5mm to 10mm mm dia, cut to length, bent to shape required, including cracking bending spirally for hooping for footing, columns, beams, hooking ends and in stirrups, spacers and binders binding with and including mild steel wire (annealed) not less than 0.9mm dia. |
| 12 | M&L PCC (1:3:6) type C2 as in plinth protection finish surface even and smooth using extra cement (100 mm thick) incl forming dummy joints at 2mtr centre to centre and filled with lean mortar (1:8) all as directed by Engineer-in-Charge. |
| 13 | S&F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; Rungs, framed balusters; walk ways; railings; frameworkof water tanks and similar work conforming to Fe.290.Gde-E-165. |
| 14 | M&L for rendering 20mm thick cement plaster in CM( 1:3) in two layer on fair face of block or concrete surface with water proffing compound finished even and smooth without using extra cement complete all as specified ( Note: WPC shall be measured paid seprately) |
| 15 | M&L for rendering 12mm thick cement plaster in CM( 1:3) in two layers on fair face of blockor concretesurface with water proofing compound finished even and smooth without using extra cement complete all as specified( Note: WPC shall be measured paid seprately) |
| 16 | M&L for preparation on newly plastered wall surface and appplying two coats of cement base paint complete all as spd and directed. |
| 17 | Supply only integral waterproofing compound of approved quality |
| 18 | M&L for two coats of synthetic enamel paint over a coat of Red oxide primer including preparation of new steel/iron surface of any description over 10 cm in width or girth |
| 19 | Returning, filling in, including spreading, leveling, wateting and well ramming in layers not exc 25 cm. |
| 20 | Removing excavated material exc. 1.50 km but n exc. 5 km anddepositing where directed |
| 21 | S&F for PVC water bars 300mm wide in construction jointsall as specified and directed. |
