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| 1 | Demolition of reinforced cement concrete in any position not otherwise specifically provided for and removing rubbish complete all as specified and directed. |
| 2 | Demolition of brick work or stone / boulder masonry/ precast concrete block masonry, built in cement mortar including all quoins, pillars etc stacking the serviceable bricks after removing mortar and cleaning for re-use and disposal of debris and rubbish complete all as directed by the Engr-in-Charge. |
| 3 | Taking down or up eaves gutters and rainwater/soil/waste pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including removal to Store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed |
| 4 | Dismantling upto 200mm bore, cast iron or reinforced concrete drain pipes jointed in cement mortar and taking out of trenches if required and as directed. |
| 5 | Dismantling upto 250mm bore, cast iron or reinforced concrete drain pipes jointed in cement mortar and taking out of trenches if required and as directed. |
| 6 | Dismantling upto 300mm bore, cast iron or reinforced concrete drain pipes jointed in cement mortar and taking out of trenches if required and as directed. |
| 7 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed. |
| 8 | Excavating in trenches not exc. 1.5 metre wide and exc. 1.5 metre & not exc. 3 metre depth (beyond the first 1.5 metre) for foundation of poles etc and getting out in soft/loose soil complete all as specified and directed. |
| 9 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed. |
| 10 | Removing excavated material not exc. 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed. |
| 11 | M & L for Precast reinforced cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in landing, cover slabs, shelves and similar articles with plain faces and set in CM 1:6 complete all as specified and directed. (Note: Reinforcement shall be measured and paid seperately) |
| 12 | M & L for Pre-cast cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate), block masonry with solid blocks of size 300x200x200mm or 300x200x100mm, having compressive strength of not less than 100 Kg/Sq Cm (As per IS-2185) exc. 10 cm in width and setting in mortar 1:6 complete all as specified and directed. |
| 13 | S & F high strength TMT steel bars 6mm to 8mm dia., and over cut to length, bend 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 or securing with clips quality complete all as specified and directed. |
| 14 | S & F high strength TMT steel bars 10 mm dia., and over cut to length, bend 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 or securing with clips quality complete all as specified and directed. |
| 15 | M & L for rendering 15 mm thick in two coats (10mm+5mm each) on fair faces of brick work or concrete surfaces in cement mortar 1:4, mixed with integral water proofing compound with weight of cement in top layer as per manufacturer's instructions and finished the surface even and fair without using extra cement complete all as specified and directed. (Note : WPC shall be measured and paid separately against respective item). |
| 16 | Supply only integral water proofing compound (ISI marked) complete all as specified and directed. |
| 17 | S & F in repairs, 75 mm bore, Cast iron floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed. |
| 18 | S & F in repair 75 mm bore, PVC (SWR) floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed. |
| 19 | S & F in repairs PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and directed. |
| 20 | S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints fixed to wall, etc with all necessary fixing arrangement complete all as specified and directed. |
| 21 | S & F 75 mm bore, PVC (SWR), Soil, waste and vent pipes, single socketed in any length with rubber ring joints fixed to walls, etc complete all as specified and directed. |
| 22 | S & F 110 mm bore, PVC (SWR) bends of any radius complete all as specified and directed. |
| 23 | S & F 75 mm bore, PVC (SWR) bends of any radius complete all as specified and directed. |
| 24 | S & F 110 mm bore, PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed. |
| 25 | S & F 75 mm bore, PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed. |
| 26 | S & F 110mm bore, PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed. |
| 27 | S & F 75mm bore, PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed. |
| 28 | S & F 110 mm bore, PVC (SWR) vent cowl complete all as specified and directed. |
| 29 | S & F 75 mm bore, PVC (SWR) vent cowl complete all as specified and directed. |
| 30 | S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, etc complete all as specified and directed. |
| 31 | S & F 160 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, etc complete all as specified and directed. |
| 32 | M & L Reinforced concrete pipes, class NP2, 200 mm bore, laid and jointed with collars complete all as specified and as directed. |
| 33 | M & L Reinforced concrete pipes, class NP2, 250 mm bore, laid and jointed with collars complete all as specified and as directed. |
| 34 | M & L Reinforced concrete pipes, class NP2, 300 mm bore, laid and jointed with collars complete all as specified and as directed. |
| 35 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggragate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 160 mm bore drain pipes complete all as specified and directed . |
| 36 | M & L for plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete for 200 mm bore drain pipes complete all as specified and directed. |
| 37 | M & L for plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete for 250 mm bore drain pipes complete all as specified and directed. |
| 38 | M & L for plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete for 300 mm bore drain pipes complete all as specified and directed. |
| 39 | M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 160 mm bore of pipe complete all as specifieed and directed. |
| 40 | M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 200 mm bore of pipe complete all as specifieed and directed. |
| 41 | M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 250 mm bore of pipe complete all as specifieed and directed. |
| 42 | M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 300 mm bore of pipe complete all as specifieed and directed. |
| 43 | M & L for loose filling with broken bricks aggregates of gauge 80 to 150 mm in soakage well complete all as specified and directed. |
| 44 | Cleaning of blocked Floor/nahani trap in bathroom/kitchen/wash basin etc and soil waste pipe of any dia upto gully traps by using rubber hand pump or rodding and opening the eye and making the line clear for smooth function complete all as specified and directed. (Note: The item is measurable upto thrice during the entire contract period. Any additional cleaning if required, contractor shall be liable to clean the same without any extra cost to the Govt.) |
| 45 | Clearing blockage from soil pipes or from WC by carefully roding soil pipe with split bamboos or flexible GI wire etc including cleaning the toilet by flushing water and disposing any removed soil materials complete all as directed by the Engr-in-Charg. (Note: The item is measurable upto thrice during the entire contract period. Any additional cleaning if required, contractor shall be liable to clean the same without any extra cost to the Govt.) |
| 46 | Cleaning of sewage lines 100/110 mm bore by rodding from Man holes to enable the sewage to flow freely to the next manholes, inluding disposing off sludge and other materials obtained from the sewage line to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. (Note: The item is measurable upto thrice during the entire contract period. Any additional cleaning if required, contractor shall be liable to clean the same without any extra cost to the Govt.) |
| 47 | Cleaning of sewage lines 150/160 mm bore by rodding from Man holes to enable the sewage to flow freely to the next manholes, inluding disposing off sludge and other materials obtained from the sewage line to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. (Note: The item is measurable upto thrice during the entire contract period. Any additional cleaning if required, contractor shall be liable to clean the same without any extra cost to the Govt.) |
| 48 | Cleaning of sewage lines 200 mm bore by rodding from Man holes to enable the sewage to flow freely to the next manholes, inluding disposing off sludge and other materials obtained from the sewage line to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. (Note: The item is measurable upto thrice during the entire contract period. Any additional cleaning if required, contractor shall be liable to clean the same without any extra cost to the Govt.) |
| 49 | Cleaning of sewage lines 250 mm bore by rodding from Man holes to enable the sewage to flow freely to the next manholes, inluding disposing off sludge and other materials obtained from the sewage line to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. (Note: The item is measurable upto thrice during the entire contract period. Any additional cleaning if required, contractor shall be liable to clean the same without any extra cost to the Govt.) |
| 50 | Cleaning of sewage lines 300 mm bore by rodding from Man holes to enable the sewage to flow freely to the next manholes, inluding disposing off sludge and other materials obtained from the sewage line to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. (Note: The item is measurable upto thrice during the entire contract period. Any additional cleaning if required, contractor shall be liable to clean the same without any extra cost to the Govt.) |
| 51 | Cleaning the blockage in the Gully trap of any size completely enable the sewage to flow freely to the next manholes, removing the sludge and other materials from the Manholes by suitable means and removing all the materials obtained from the manholes out side MD land and cleaning the complete area including making good any damages gully trap complete all as directed by the Engr-in-Charge. (Note: The item is measurable upto thrice during the entire contract period. Any additional cleaning if required, contractor shall be liable to clean the same without any extra cost to the Govt.) |
| 52 | M & L for Opening the cover and Cleaning of Manholes of any depth n.exc 0.5m and of any size by pumping out the sewage water completely inluding disposing off sludge and other materials obtained from the manholes to a distance outside MD land, burried under ground (minimum 45 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.50 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. (Note: The item is measurable upto thrice during the entire contract period. Any additional cleaning if required, contractor shall be liable to clean the same without any extra cost to the Govt.) |
| 53 | All as per serial item No. 52 above but depth exc 0.5m but n.exc 1.00m complete ditto |
| 54 | All as per serial item No. 52 above but depth exc 1.00m but n.exc 1.50m complete ditto |
| 55 | All as per serial item No. 52 above but depth exc 1.50m but n.exc 2.00m complete ditto |
| 56 | All as per serial item No. 52 above but depth exc 2.00m but n.exc 3.00m complete ditto Please Enable Macros to View BoQ information |
| 57 | All as per serial item No. 52 above but depth exc 2.00m but n.exc 3.00m complete ditto Please Enable Macros to View BoQ information |
