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| 1 | Excavation in soft / loose soilfor post holes (or similar holes) each not exceeding 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and directed. |
| 2 | Surface dressing not exceeding 15 cm deep in soft / loose soil complete all as specified and directed |
| 3 | M&L for broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 4 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. |
| 5 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as inlintels upto 1.5 m clear span, cills, copings, bed plate, plinth courses, roof kerbs or mud stops rounded or chamfered on edges including necessary form workcomplete all as specified and directed. |
| 6 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. |
| 7 | S&F rolled mild steel section as in Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachmentof grade Fe 410-W (Gde E-250) quality A complete all as specified and directed |
| 8 | S&F rolled mild steel section in roof trusses (framed), trussed, purlins, crane gantries,rail and fastenings and heavy bracket framing (beam, tee, angle,channel or flat sections) including distance pieces, cleat etc of gradeFe 410-W (Gde E-250) quality B complete all as specified and directed. |
| 9 | S&F pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof overing/ cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 10 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3, including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever requiredcomplete all as specified and directed. |
| 11 | M&L for providing and laying 60 mm thick factory made chamfered edge cement concrete paver block 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 plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. |
| 12 | M&L for preparationof new or previously untreated surfaces of steel of any description, over 10cm in width or girth and apply two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
