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| 1 | Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed. |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed. |
| 3 | Excavating over areas, exc 1.5 m deep and n exc 3 m getting out in soft / loose soil complete all as specified and as directed. |
| 4 | Returning filling in, including spreading, levelling, watering and well ramming in layers n. exc. 25 cm in soft/loose soil complete all as specified and as directed. |
| 5 | Removing excavated material exc 250 m but n exc 500 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and as directed. |
| 6 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate in foundation filling and mass concrete complete all as specified and as directed. |
| 7 | M&L for brick work sub fly ash modular bricks, straight or curved on plan exc 6m mean radius, built in cement mortar (CM) 1:6 complete all as specified and as directed. |
| 8 | M&L for rendering 15mm thick on brick wall or concrete surface in CM 1:6 finished even and smooth without using extra cement complete all as specified and as directed. |
| 9 | M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate in surface drains and channels etc complete all as specified and as directed. |
| 10 | M&L for rendering 10 mm thick on brick wall or concrete surface in CM 1:6, finished even and smooth without using extra cement complete all as specified and as directed. |
| 11 | M&L for form work to faces of walls and retaing walls etc complete all as specified and as directed. |
| 12 | M&L for RCC M-30 Design mix in walls, retaining walls, ballast walls etc complete all as specified and as directed. |
| 13 | M&L for RCC M-30 Design mix in slab supported on walls complete all as specified and as directed. |
| 14 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping), in rough finished flat surfaces of concrete complete all as specified and as directed. |
| 15 | M&L for for mild steel TMT bars of 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 quality conforming to Gd I, IS-432 Part I complete all as specified and as directed. |
| 16 | Providing precast cement concrete 1:2:4 type B-1 (using 20mm graded stone agg) as in manhole covers set in CM 1:6 all as specified and directed including necessary formwork and moulds all as specified. |
| 17 | M&L for loose filling with gravel 5 to 10 mm size complete all as specified and as directed. |
| 18 | M&L for spreading of coarse sand 1.5 to 2.0 mm in size complete all as specified and as directed. |
| 19 | M&L for spreading of Char coal 15mm to 25 mm in size as in filling complete all as specified and as directed. |
| 20 | M&L for spreading of pebbels in any size complete all as specified and as directed. |
| 21 | S&F framed work such as in doors or gates of angles or other sections with gusset plates rails, braces and similar work of grade Fe 410-W (grade E-250 quality A) or Fe 310-0 complete all as specified and as directed. |
| 22 | M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 23 | S&F welded steel wire fabric exceeding 4 kg/ sqm complete all as specified and as directed. |
| 24 | M&L for preparation of new plasterd surfaces of walls applying two coats of cement based paint over a coat of primer complete all as specified and as directed. |
| 25 | M&L of drilling of 12\\" (300mm) bore in any strata in any type of soil by means of rotary drilling method up to 50m deep below ground level including disposal off surplus soil to a distance of 50 m complete all as specified and as directed. |
| 26 | Supply lowering and fixing of plain MS balck pipe 6\\" (150 mm) nominal bore medium grade wall thickness 4.6 mm made of MS ERW sockets and socketed IS 1239 in standard length complete with neccessary fittings and jointing complete all as specified and as directed. |
| 27 | Supply lowering and fixing of slotted (1.59 to 3 mm x 75 mm) MS balck pipe 6\\" (150 mm) nominal bore medium grade wall thickness 4.6 mm made of MS ERW sockets and socketed IS 1239 in standard length complete with neccessary fittings and jointing complete all as specified and as directed. |
| 28 | S&F MS well cap 6\\" (150 mm) bore made steel -ERW pipe having internal threads and welded to iron handles and fixed in position complete all as specified and as directed. |
| 29 | Washing the bore with compressed air (pressure not less than 250 PSI & 400 cuft per minute capacity) to improve porosity and taking out all the sedminitation silt deposited at a distance not exc 50m complete all as specified and as directed. |
| 30 | S&F ball plug suitable for 150 mm bore pipe wall thickness 4.80 mm made of MS balck pipe complete all as specified and as directed. |
| 31 | M&L for hume pipe RCC class NP-3, (confirming to IS and ISI marked) laid 300 mm dia in trenches complete all as specified and as directed. |
| 32 | M&L for PCC 1:3:6 type C-2 (using 40 mm graded aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after laid and tested etc complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 33 | M&L for PCC 1:3:6 type C-2 (using 40 mm graded aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after laid and tested etc complete all as specified and as directed. Please Enable Macros to View BoQ information |
