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| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil complete all as specified and directed. |
| 2 | M &L PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation filling and masss concrete complete all as specified and directed. |
| 3 | M &L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15cm thick, spread, levelled and rammed including watering complete all as specified and directed. |
| 4 | M&L for Reinforced cement concrete (design mix) M-25 (using 20 mm graded stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 5 | Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter finished even and smooth surfaces of concrete complete all as speified and directed. |
| 6 | M&L for Mild steel bars 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 complete all as specified and directed. |
| 7 | Returning filling in including spreading, levelling, watering and well ramming in layer nexc 25 cm thick each layer in soil complete all as secified and directed |
| 8 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 9 | M & L for providing fectory made precast reinforced cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) Set in cement mortar 1:4 in but in landings, cover slabs (for man holes/Drain cover etc.) with plain faces complete all as specified and directed. |
| 10 | M&L PCC 1:2:4 Type B0 (using 12.5mm graded stone aggregate) as in coping, kerb, haunching etc including necessary use and waste of formwork complete all as specified and directed. |
| 11 | Surface dressing n. exc 15cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed. |
| 12 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. |
| 13 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specifed and directed. |
| 14 | M&L sand filling under floor (Coarse Sand) on in foundation in layers not exceeding 25cm each layer including watering and well ramming complete all as specified and directed. |
| 15 | M&L Hardcore of broken stone of gauge 40 to 60mm, deposited spread and leveled in layers n exc 15 cm thick each layer watered and rammed to a true surface complete all as specified and directed. |
| 16 | M&L broken stone aggregate of gauge 3 to 10 mm, complete all as specified and directed. |
| 17 | M&L stone aggregate gravel of gauge 3.60 mm, complete all as specified and directed. |
| 18 | M&L cement concrete 1:2:4 type B-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 19 | Use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick finish with rough finish flat surface complete all as specifed and directed. |
| 20 | Use and waste of form work (rough finished) to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttressess etc vertical or to batter complete all as specified and directed. |
| 21 | M&L cement concrete M-30 (design mix) (using 20mm graded stone aggregate) as in walls, retaining walls, basement walls, ballast walls, and the like any thickness above top of footing incluidng attached pillaster and buttresses complete all as specified and directed. |
| 22 | M&L RCC M-30 (Design mix) (using 20mm graded stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and idrected. |
| 23 | M&L for reinforced cement concrete Design mix M-25 (using 20 mm graded stone aggregate) as in slab supported on walls ,beams, coumnns in floor, roof, landing complete all as specified and directed. |
| 24 | Removing surplus soil obtained from excavation to a distance exceeding 250 metre but n exc 500 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed. |
| 25 | M&L 10mm thick rendering on fair faces of brick work /concrete surface in CM 1:6 using liquid water proofing compound by weight or cement as per manufacture instruction and finishing even and smooth without using extra cement complete all as specified and directed. |
| 26 | Supply only liquid integral water proofing compound complete all as specified and directed. |
| 27 | S & F 6 mm thick mild steel plates (plain or chequred) channels, square cut or notched (ordinary and counter sunk) forming holes, riveted, bolted or welded attachment conforming to Fe-410 W complete all as specified and as directed. |
| 28 | Preparation of new steel surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed. |
| 29 | S&F GI tubing medium grade with all fitting 20 mm bore as in rungs, bent to shape fixed to wall or concealed or fitted to ceiling or laid under floor complete all as specified and directed. |
| 30 | S&F PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors dia of pipe 150 mm complete all as specified and directed. |
| 31 | S&F 100 mm dia vent PVC (SWR) pipe 600mm long, bent to shape, with fittings as vent pipe complete all as specified and directed. |
| 32 | M&L Boring hole in rainwater harvesting pit in any type of soil of 550mm bore etc complete all as specified and directed. |
| 33 | S&F 150mm Bore dia PVC/ HDPE pipe in bore hole complete all as specified and directed |
| 34 | S&F 150mm Bore dia perforated/slotted PVC/ HDPE pipe in bore hole complete all as specified and directed Please Enable Macros to View BoQ information |