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| 1 | Excavation over areas n exc 1.5 m deep in soft/ loose soil and getting out complete all as directed. |
| 2 | Excavation over areas exc 1.5 m and n exc 3.00 m deep in soft/ loose soil and getting out complete all as directed. |
| 3 | Excavation in trenches n exc 1.5 m wide n exc 1.5 m deep in soft/ loose soil for foundation etc or for shaft, wells, manholes etc n exc 10 Sqm on plan and not exc 1.5 m in depth and getting out. complete all as directed. |
| 4 | Excavation in trenches n.exc 1.5 m wide but exc 1.5 m deep up to 3mtr depth in soft/ loose soil for foundation etc or for shaft, wells, manholes etc n exc 10 Sqm on plan and exc 1.5 m in depth but n.exc 3mtr depth and getting out. complete all as directed. |
| 5 | Demolition of cement concrete(unreinforced)in ground floors and paving not exceeding 15cm thickness (below or above ground level) complete all as directed |
| 6 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for such as cover slab of manholes and septic tank, etc, reinforcement cut as required to facilite demolition complete all as specified and directed |
| 7 | Taking out liquid/solid content from sump/septic tank and sewage lines using vehicle mounted sewer suction machine (Honey sucker) or through mechanically operated jetting system only including disposal of liquid/solid content out of the Cantt Area including cleaning thoroughly with fresh water complete all as specified and directed. Note:- Suction Unit shall be capable of syphoning out mud and slurry, grit and other material from sanitary, storm and sewerage systems from a depth of minimum 8 m. |
| 8 | Pumping out sludge including/dewatering, and cleaning of septic tank, manholes of any size by taking out mud/sludge/musk etc of any depth, in foul conditions and confined places, getting out and removing the sludge to a distance exc 250 m and n.exc 500 m and deposited where directed in and including borrow pits and covering the borrow pits with 15cms thick layer of soil complete all as specified and as directed. |
| 9 | Demolition of brick work or rubbled stone masonry including all qoins arches , pillars etc built in cement mortar. All as directed |
| 10 | M&L for brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cm (1:4). complete all as specified and as directed by Engr-in-Charge. |
| 11 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cm (1:4). Except Bricks complete all as specified and as directed by Engr-in-Charge. |
| 12 | M&L for brickwork with old size modular bricks in one brick thick honey comb walling, built in in Cement mortar 1:4 complete all as specified and directed. |
| 13 | M&L for brickwork with old size modular bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and directed. |
| 14 | Demolition and breaking up 150/160mm dia drain pipes (salt glazed ware, AC or reinforced concrete or PE, DWC (Double wall corrugated pipes) set in cement mortar complete all as directed |
| 15 | All as per item no 14 above but 200/225mm dia drain pipes |
| 16 | S & F ultra plus PE, DWC ( Double Wall corrugated ) pipes confirming IS-16098 Part - 2 : 2013 pertaining structured wall plastics pining system for Non - pressure drainage and sewerage 150 mm bore pipe and fittings with non smooth surface, type B complete all as specified and directed. |
| 17 | S & F ultra plus PE, DWC ( Double Wall corrugated ) pipes confirming IS-16098 Part - 2 : 2013 pertaining structured wall plastics pining system for Non - pressure drainage and sewerage 200 mm bore pipe and fittings with non smooth surface, type B complete all as specified and directed. |
| 18 | M&L for cement concrete bed to drain pipes including packing under ,hounching against the side of pipes after they are laid and tested in PCC (1:4:8) type D-2 for 100 to 150mm dia (RCC/PVC/DWP/SGR etc) pipe complete all as specified and directed |
| 19 | M&L Cement concrete bed to drain pipes including packing under ,hounching against the side of pipes after they are laid and tested in PCC (1:4:8) type D-2 for 200mm dia (RCC/PVC/DWP)/SGR) pipes complete all as specified and directed |
| 20 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified. |
| 21 | Material and Labour for cutting into existing manhole for connecting new drain, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150 mm dia pipe complete all as specified and directed. |
| 22 | All as per item No 21 here-in-before but 200 mm internal dia of pipes. |
| 23 | Taking down eaves gutters and rain water pipes (any ize or patterns) including all heads,shoes,bends,swan-necks etc. |
| 24 | Supply and fix 110mm bore plain PVC (SWR) pipes single socketed in any length with rubber ring joints, clips etc laid in trenches , in floors or fixed to walls complete all as specified and as directed |
| 25 | All as per item no 24 above but bore of pipe 150mm dia |
| 26 | All as per item no 24 above but bore of pipe 75mm dia |
| 27 | M&L PVC (SWR) bend of radius 110mm dia |
| 28 | M&L PVC(SWR) Tee of radius 110mm dia |
| 29 | M&L PVC(SWR) junction doule (double T) Tee of equal or anequal 110mm dia |
| 30 | M&L PVC (SWR) bend of radius 75mm dia |
| 31 | M&L PVC (SWR) Tee of radius 75mm dia . |
| 32 | M&L PVC (SWR) vent cowl 110mm dia |
| 33 | Supply and fix clamp out of 50 mm by 5 mm flat iron and 16 mm dia round iron stay, including bolts and nuts and securing ends of stay to wall or roof for 110 mm PVC pipe including dismantling. |
| 34 | All as per item No 33 above but for 75 mm bore of pipe |
| 35 | M&L for cement concret(1:4:8) Type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete |
| 36 | Material and labour for 75mm thick PCC 1:3:6 Type C2 (40mm graded stone agg) as in plinth protection, surface is to be finished even and fair without using extra cement complete all as spd and directed |
| 37 | Material and labour for pre-cast reinforced cement concrete 1:3:6 type C-1 (20mm graded crushed stone aggregate) as in cover slab for manholes in any position and set in cement morter 1:4 including necessary form work complete all as specified and as directed |
| 38 | M&L for reinforced cement concrete 1:2:4 type B 1 (using 20 mm graded aggregate) as in slabs supported on walls, beams and columnsin floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 39 | Use and waist form work to soffits of suspended slabs, beam, chajja, shelves, pillars/post etc n.exc.200mm thick |
| 40 | form work to the edge of concrete flat n. exc 200 mm thick complete all as specified and directed. . |
| 41 | Material and labour for providing plain cement concrete 1:2:4 type B-1(20mm graded crushed stone aggregate) set in CM 1:4, as in copings, including necessary form work complete all as specified and as directed |
| 42 | M&L for Mild steel TMT bars 10mm dia and over, cut length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to complete all as specified and directed. |
| 43 | M&L for Mild steel TMT bars 6mm to 8mm dia cut to length, including cranking,bending etc and binding with mild steel wire(annealed) not less than 0.9mm dia |
| 44 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. all as directed. |
| 45 | M&L for rendering 15 mm thick in cement mortar 1:4 on wall of brick work or concrete surface including WPC, finished fair and even all as specified and directed.( Note: WPC shall be measured and paid seprately) |
| 46 | M&L for rendering on other than fair faces of brick work 15mm thick in CM 1:6 and to be finished smooth and even with out using extra cement for internal surface including WPC complete all as specified and as directed by Engr-in-Charge.(Note: WPC shall be measured and paid seprately) |
| 47 | M&L for setting coat of 3mm thick,trowelled to even and smooth finish by cement plastar 1:2 complete all as specified and directed. |
| 48 | Supply only liquid water proofing compound. ISI Marked |
| 49 | form work to rough finished surfaces of concrete as in foundations, footings, beams, columns, shelves, chajja etc complete all as spd and directed |
| 50 | Dismantling floor hearth or wall tiling, interlocking paver block/cheuered cement concrete tiles including cement mortar bedding ( but not backing) removing serviceable tiles and rubbish off the premises |
| 51 | M&L for hard core gauge n.exc 63 mm deposited spread & levelled in layars n exc 15 cm thick watered & rammed in a true surface using broken stone or boulder . |
| 52 | M&L for coloured cheuered cement concrete tiles 20cmx20cmx25mm thick with gray cement and pigment, set,jointed and pointed in neat cement slurry in floors including 15mm thick screedbed in CM 1:6 all as spd and directed |
| 53 | M&L for pressed precast concrete interlocking paver block any shape and size confirming toIS 15658-2006 of 60mm thick M-35 grade with gray cement and pigment complete all as specified and directed |
| 54 | M&L for Sand filling under floors or in foundations including watering and consolidation |
| 55 | Removing excavated material n.exc. 50m and depositing where directed at a level n.exc. 1.5 m above the starting point. |
| 56 | Returning filling in including spreading leveling watering and well ramming in layers n.exc.25 cm |
| 57 | Cleaning the blockage of bathroom/kitchen by cleaning the nahani traps / gully traps of all the mud / sludge and getting out washing throughly traps, CI waste pipe by opening the cleaning eyes and depositing the sludge in a pit of suitable size at a distance not exceeding 250m from the gully trap and covering the same with the soil obtained from excavation of pit including excavation and earth work complete all as specified and directed.. |
| 58 | Cleaning the blockage of WC indian or European type by removing of all the mud / sludge and getting out including cleaning of SGSW or CI pipe upto first manholes and depositing the sludge in a pit of suitable size at a distance not exceeding 250m from the WC and covering the same with the soil obtained from excavation of pit including excavation and earth work complete all as specified and directed. Please Enable Macros to View BoQ information |
| 59 | Cleaning the blockage of WC indian or European type by removing of all the mud / sludge and getting out including cleaning of SGSW or CI pipe upto first manholes and depositing the sludge in a pit of suitable size at a distance not exceeding 250m from the WC and covering the same with the soil obtained from excavation of pit including excavation and earth work complete all as specified and directed. Please Enable Macros to View BoQ information |
