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| 1 | Excavation in trenches not exceeding 1.50 m wide and n exc. 1.5 m in depth; for foundation, etc, or for shaft, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out in soft/loose soil complete all as specified and as directed. |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed. |
| 3 | Removing excavated material not exc 50 m and depositing where directed at a level not exc 1.50m above the starting point including spreading and levelling complete all as specified and directed. |
| 4 | Demolition of brickwork or stone/boulder masonry, precast cement concrete block walling in any position, built in cement mortar including all quoins, arches, pillars etc,complete all as specified and directed. |
| 5 | Demolition and breaking up drain pipes 150mm bore (salt glazed ware, AC or reinforced concrete) set in cement mortar complete all as specified and directed. |
| 6 | Taking down cement plaster on brick or concrete surfaces of any discription etc including raking out joints ,hacking for key, scrubbing down with water and removal of rubbish from the premises complete all as specified and directed. |
| 7 | Supply & laying Double wall corrugated (DWC) HDPE pipe of 150mm bore (SN-8), thickness greater than 1.30 mm, single socketed in any length with rubber ring joints, laid in trenches or fixed in floor complete all as specified and directed. |
| 8 | M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested in cement concrete 1:3:6 type C2 for 150 mm bore of pipe complete all as specified and directed. |
| 9 | M&L for Pre cast cement concrete block masonry with solid block, (1:3:6) type C1 (using 20mm graded stone aggregate), exc.10 cm in width and setting in cement mortar 1:6 complete all specified and directed. |
| 10 | M&L for 15mm thick rendering in cement mortar (1:4) mixed with water proofing compound @ 3% by weight of cement or as per manufacturer's instruction finishing the surfaces even and smooth without using extra cement complete all as specified and directed. Note: Integral waterproofing compound shall be measured and paid separately. |
| 11 | Supply only Water proofing compound |
| 12 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 13 | Demolition of cement concrete (un-reinforced) in ground floor and paving not exc. 15cm thickness (below or above ground level) and removing debries from site of work complete all as directed by the Engineer-in-Charge. |
| 14 | M&L for cement concrete 1:4:8, type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed |
| 15 | M&L for cement concrete type B2 1:2:4 (using 40 mm graded stone aggregate) as in surface channels and drains complete all as specified and directed. |
| 16 | M&L for 75 mm thick cement concrete 1:3:6 type C2 using 40 mm graded aggregate as in plinth protection finished fair and even with using extra cement complete all as directed. |
| 17 | Demolition of RCC of any description and in any position not otherwise specifically provided for including taking out and separating old reinforcement and removal of debris to a distance not exceeding 50m as directed by Engineer-in-Charge and making site clean complete all as specified and directed. |
| 18 | M&L for precast RCC type B-1, 1:2:4 (using 20 mm graded stone aggregate ) as in cover slab set in cement mortar 1:4 including necessary form work if required complete all as specified and directed. |
| 19 | M&L for TMT bars 6 mm to 8 mm dia 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 0.9 mm dia complete all as specified and directed. |
| 20 | M&L for MS deformed or twisted bars 10mm dia and over, cut to length, bent to shape as required including cranking, bending hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed Please Enable Macros to View BoQ information |
| 21 | M&L for MS deformed or twisted bars 10mm dia and over, cut to length, bent to shape as required including cranking, bending hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed Please Enable Macros to View BoQ information |
