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| 1 | Excavation in trenches not exceeding 1.5 meters wide and 1.5 meters in depth and getting out in hard/dense soil including cutting of roots any dia complete all as specified and directed. |
| 2 | Excavation in trenches not exceeding 1.5 meters wide and depth exc. 1.5 meters but n.exc 3mtr and getting out in hard/dense soil including cutting of roots any dia complete all as specified and directed. |
| 3 | Demolition and breaking up drain pipes of internal dia 150mm (salt glazed ware, AC or reinforced concrete) set cement mortar complete all as specified and directed. |
| 4 | Demolition and breaking up drain pipes of internal dia 200mm (salt glazed ware, AC or reinforced concrete) set cement mortar complete all as specified and directed. |
| 5 | Demolition and breaking up drain pipes 300 mm dia (salt glazed ware, AC or reinforced concrete), set in cement mortar complete all as specified and directed. |
| 6 | Cutting into existing manholes in running sewage line for connecting new drains of 100 / 150 / 200 / 300 mm internal dia of pipe, making good to walling and rendering, cutting out branch channel, and as required complete all as specified and directed. |
| 7 | M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in bed to 150mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 8 | M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in bed to 200mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested all as specified and as directed. |
| 9 | M & L for PCC 1:4:8 type D-1 (using 20 mm graded stone aggregate) as in bedding including haunching & packing under and against the side of pipe 300 mm bore, after they are laid and tested complete all as specified and directed. |
| 10 | S&F 150 mm bore reinforced cement concrete pipes, class NP-2, laid and jointed complete with collars complete all as specified and directed. |
| 11 | S&F 200mm bore reinforced cement concrete pipes, class NP-2, laid and jointed complete with collars complete all as specified and directed. |
| 12 | M&L for 300 mm bore reinforced concrete hume pipes, class NP2, laid and jointed with collars complete all as specified and directed. |
| 13 | Returning filling in including spreading, levelling, watering well ramming in layers not exceeding 25 cm thick complete all as specified and directed. |
| 14 | Removing excavated material to a distance not exceeding 50 meters and deposited where directed at level not exceeding 1.5 meters above the starting point. |
| 15 | Demolition of plain cement concrete of any description and in any position complete all as specified and directed. |
| 16 | M&L for plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. |
| 17 | M&L for plain cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in coping bed plates, water trough and the like including weathering, slightly rounded or chamfered angles and throating including use of necessary form work and finishing the surfaces even and smooth without using extra cement complete all as specified and directed. |
| 18 | M&L for plain cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in benching, channels and the like including use of necessary moulds, etc. and finishing the surfaces even and smooth with using extra complete all as specified and directed. |
| 19 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for. |
| 20 | M&L for precast cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in cover slabs and the like, set in cement mortar 1:6 with plain fair faces complete with joints to match complete all as specified and directed. |
| 21 | S&F Hight strength, deformed steel TMT bars 10mm dia and over, cut to length, bent to shape required including cranking and binding with mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed. |
| 22 | Demolition of brick work / stone boulder masonry, built in cement mortar incl. all quoins, arches pillars etc but excluding ashlar facings etc complete all as specified and directed. |
| 23 | Taking down cement plaster on brick or stone wall, concrete surface etc. including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed. |
| 24 | Pre-cast cement concrete block masonry with solid blocks,in PCC 1:3:6 type C1 (using 20mm graded stone aggregate) exc. 10 cm in width and setting in mortar1:6 complete all as specified and directed. |
| 25 | M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement morter 1:4 finished even and smooth without using extra cement complete all as specified and directed. |
| 26 | Demolition of concrete (un reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 27 | M&L for 75mm thick PCC (1:3:6) type C2 ( using 40mm graded stone aggregate as in flooring, path paving etc surface finished even and smooth without using extra cement complete all as specified and directed. |
| 28 | Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc. laid,beded,and pointed in any mortar complete all as specified and directed. |
| 29 | M & L for machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade complete all as specified and directed. |
| 30 | M&L for sand filling under floor including spreading and levelling in layers nexc 25 cm thick complete all as specified and directed. |
| 31 | M&L for road cutting (bituminous road) / concrete width not exc 1.0 m upto sub base of road pavement and removing the materials from the site and dumped from the outside MD land. Demolition of plain cement concrete in foundation/copings/ bed concrete of drain pipes in any position complete all as specified and directed. Note: All debris and rubbish shall be removed from MOD land during or at the end of each working period at his risk and cost in accordance with all applicable federal, state, and local regulations ( rate inculsive of removing of demolition material at outside of MOD land). |
| 32 | Removal of sludge by extra in water, liquid sludge in any positio from septic tank / manholes / grease pit etc of any description, size and depth including cleaning, lifting up and removing sludge and accumulated solid/semi solid sludge and any other foreign materials includig dewatering by using mechanical/tank mounted vehicle capacity not less than 300litres. Sludge and any foreign materials obtained from cleaning shall be removed to distance exceeding 30 KM and burried in ground to a depth not less than1.00mtr incuding removing of covers of any description complete all as specified and directed. |
| 33 | Material and labour for earthing complete with galvanised steel earth plate electrode 600x600x6mm thick, burried directly in ground (earth pit not less than 2.25mts deep below ground level) with top edge of the plate not less than 1.5 mts below normal ground level, connected to Galvanised earth lead strip 25x4 mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel and other end connected to earthing testing point including funnel with watering pipe of 20 mm bore medium grade galvanised iron, wire mesh, charcoal or coke ad common salt in alternate layers of 15cm .(compacted thickness) all around the earth electrode with concrete earth pit in PCC (1:3:6) type C-1, 50 mm thick pre-cast RCC M20 nominal mix cover slab of size 450mm x 450mm reinforced with 8 mm dia TMT bar 10 cm C/C and suitable handle of 10mm dia round bar including necessary excavation, earth work in any type of soil and disposal of spoil to a distance not exceeding 50 m and necessary testing compete all as shown in Electrical Plate No 5 of MES SSR Part I as shown on drawing including testing on completion and taking out unserviceable one complete all as specified and directed. |
| 34 | M&L for Earthing complete with galvanized steel earth plate electrode 600x600x6mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below ground level) with top edge of the plate not less than 1.5 mtr below normal ground level connected to earth lead wire of GI wire 4mm dia by means of nuts/bolts and washers, check nuts of galvanized iron or steel including 15mm dia GI pipe light grade upto 1.5 mtr below GL for protection pipe, excavation and earth work charcoal dust, common salt, PCC 1:3:6 type C-1 chamber with cover and RCC 1:2:4 type B-1 using 20mm graded stone aggregate reinforced with 6mm dia round bars @ 75mm c/c both way with MS handle 12mm dia PGI funnel and wire mesh all as shown in electrical plate No 5 of SSR Part-I connected to earthing test point all as specified or indicated including testing on completion and taking out unserviceable one complete all as specified and directed. |
| 35 | Material and labour for replacement of old unserviceable Earthing with new earthing complete with Copper earth plate electrode 600x600x3.15mm thick, burried directly in ground (earth pit not less than 2.25mts deep below ground level) with top edge of the plate not less than 1.5 mts below normal ground level, connected to copper strip as earth lead 20x3 mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel and other end connected to earthing testing point including funnel with watering pipe of 20 mm bore medium grade galvanised iron, wire mesh, charcoal or coke ad common salt in alternate layers of 15cm .(compacted thickness) all around the earth electrode with concrete earth pit in PCC (1:3:6) type C-1, 50 mm thick pre-cast RCC M20 nominal mix cover slab of size 450mm x 450mm reinforced with 8 mm dia TMT bar 10 cm C/C and suitable handle of 10mm dia round bar including necessary excavation, earth work in any type of soil and disposal of spoil to a distance not exceeding 50 m and necessary testing compete all as shown in Electrical Plate No 5 of MES SSR Part I complete as shown on drawing and as specified including testing on completion all as specified and directed. Please Enable Macros to View BoQ information |
| 36 | Material and labour for replacement of old unserviceable Earthing with new earthing complete with Copper earth plate electrode 600x600x3.15mm thick, burried directly in ground (earth pit not less than 2.25mts deep below ground level) with top edge of the plate not less than 1.5 mts below normal ground level, connected to copper strip as earth lead 20x3 mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel and other end connected to earthing testing point including funnel with watering pipe of 20 mm bore medium grade galvanised iron, wire mesh, charcoal or coke ad common salt in alternate layers of 15cm .(compacted thickness) all around the earth electrode with concrete earth pit in PCC (1:3:6) type C-1, 50 mm thick pre-cast RCC M20 nominal mix cover slab of size 450mm x 450mm reinforced with 8 mm dia TMT bar 10 cm C/C and suitable handle of 10mm dia round bar including necessary excavation, earth work in any type of soil and disposal of spoil to a distance not exceeding 50 m and necessary testing compete all as shown in Electrical Plate No 5 of MES SSR Part I complete as shown on drawing and as specified including testing on completion all as specified and directed. Please Enable Macros to View BoQ information |
