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| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in hard/dense soil complete all as specified and directed. |
| 2 | Excavation in trenches exc. 1.5 m wide and n exc. 3.00 m in depth ;for foundation ,etc or for shaft, wells, cesspits, man holes etc and getting out in hard/dense soil respectively complete all as specified and directed. |
| 3 | Returning, filling in, including spreading, leveling watering and well ramming in layers not exc 25 cm with excavated soil complete all as specified and directed. |
| 4 | Removing excavated soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. |
| 5 | M&L for plain cement concrete (1:4:8) type D2, using 40 mm graded stone aggregate in foundation filling and mass concrete complete all as specified and directed. |
| 6 | M&L for cement concrete (1:3:6), type C-1, using 20mm graded stone aggregate in coping and the like including weathering, slightly rounded or chamfered angles and throating, Including necessary form work complete all as specified and directed. |
| 7 | M&L ready made pre-cast reinforced cement concrete (1:2:4) type B1 using 20 mm graded stone aggregate for manhole covers of size 1.20x0.45x0.05m reinforced with reinforement including placing the cover in position and set in cement mortar (1:6) complete all as specified and directed. |
| 8 | M&L ready made pre-cast reinforced cement concrete (1:2:4) type B1 using 20 mm graded stone aggregate for manhole covers of size 0.90x0.45x0.05m reinforced with reinforement including placing the cover in position and set in cement mortar (1:6) complete all as specified and directed. |
| 9 | M & L Pre-cast cement concrete block masonry Type C1, 1:3:6 (20mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar (1:4), complete |
| 10 | M&L for 15 mm thick rendering in cement mortar 1:4 on fair face of brick works or concrete surfaces , finished even and smooth without using extra cement complete all as specified and directed. |
| 11 | S&F Reinforced concrete pipes class NP-3 drain pipe with collar laid in trenches and jointed as specified of bore of pipe 150 mm complete all as specified and as directed. |
| 12 | M&L for salt glazed stoneware drain pipes, 150mm internal diameter, grade 'A' laid in trenches and jointed complete all as specified and directed. |
| 13 | S&F Reinforced concrete pipes class NP-3 drain pipe with collar laid in trenches and jointed as specified of bore of pipe 200 mm complete all as specified and as directed. |
| 14 | M&L for salt glazed stoneware drain pipes, 200mm internal diameter, grade 'A' laid in trenches and jointed complete all as specified and directed. |
| 15 | M&L for 300mm bore reinforced concrete pipe class NP2 laid and jointed complete with collars all as specified and directed. |
| 16 | M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 150mm bore of pipe complete all as specified and directed. |
| 17 | M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 200mm bore of pipe complete all as specified and directed. |
| 18 | M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 300mm bore of pipe complete all as specified and directed. |
| 19 | Cutting into existing manholes for connecting new drain pipes, making good to pipes and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cment concrete (1:2:4) type B1, using 20mm graded stone aggregate, smooth finished and reforming benching as required for 150mm bore of pipe complete all as specified and directed. |
| 20 | Cutting into existing manholes for connecting new drain pipes, making good to pipes and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1, using 20mm graded stone aggregate, smooth finished and reforming benching as required for 200mm bore of pipe complete all as specified and directed. |
| 21 | De-silting/De-sludging the manholes/septic tanks not exc. 1.5m deep and getting out, removing & disposing off complete all as specified and directed. |
| 22 | De-silting/De-sludging the manholes/septic tanks depth exceeding 1.5m and n.exc. 3.0m and getting out, removing & disposing off complete all as specified and directed. |
| 23 | De-silting/De-sludging the manholes/septic tanks depth exceeding 3.0m and n.exc 4.5m and getting out, removing & disposing off complete all as specified and directed. |
| 24 | De-silting/De-sludging the manholes/septic tanks depth exceeding 4.5m and n.exc 6.0m and getting out, removing & disposing off complete all as specified and directed. |
| 25 | De-silting/De-sludging the gully traps and getting out, removing & disposing off complete all as specified and directed. |
| 26 | Cleaning/opening the blockage sewage line of any size and depth using Mechanical Jetting machine vehicle all as directed. |
| 27 | Removal of blockage/chock up obstructing the flow in sewage line by rodding with rods/wooden kempti/chock remover and making the continuous flow between two manholes for 200mm bore of pipe complete all as specified and directed. Note : The clear distance between two manholes shall be measured. |
| 28 | Removal of blockage/chock up obstructing the flow in sewage line by rodding with rods/wooden kempti/chock remover and making the continuous flow between two manholes for 300mm bore of pipe complete all as specified and directed. Note : The clear distance between two manholes shall be measured. |
| 29 | S&F, 75mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints laid in trenches or floor complete all as specified and directed. |
| 30 | S&F, 110mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints laid in trenches or floor complete all as specified and directed. |
| 31 | S&F, 75mm bore PVC (SWR) bend, any radius with access door complete all as specified and directed. |
| 32 | S&F, 110mm bore PVC (SWR) bend, any radius with access door complete all as specified and directed. |
| 33 | S&F, 75mm bore PVC (SWR) branch piece, single (Single Y) equal or unequal with access door complete all as specified and directed. |
| 34 | S&F, 110mm bore PVC (SWR) branch piece, single(Single Y) equal or unequal with access door complete all as specified and directed. |
| 35 | S&F, 75mm bore PVC (SWR), vent cowl complete all as specified and directed. |
| 36 | S&F, 110mm bore PVC (SWR), vent cowl complete all as specified and directed. |
| 37 | Dismantling of cast iron or reinforced concrete drain pipes 110/75mm, jointed in cement mortar and taking out of trenches, if required etc complete all as specified and directed. |
| 38 | Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. complete all as specified and directed. |
| 39 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 40 | Demolition and breaking up drain pipes (salt glazed stoneware, AC or RCC) set in cement mortar for 150mm bore of pipe complete all as specified and directed. |
| 41 | Demolition and breaking up drain pipes (salt glazed stoneware, AC or RCC) set in cement mortar for 200mm bore of pipe complete all as specified and directed. |
| 42 | Demolition and breaking up drain pipes (salt glazed stoneware, AC or RCC) set in cement mortar for 300mm bore of pipe complete all as specified and directed. |
| 43 | S&F PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement, complete fixed all as specified. |
| 44 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. Please Enable Macros to View BoQ information |
