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| 1 | M&L for DWCPE (SN8) 180 (OD) mm diameter Pipes including fittings and laid in trenches as in sewer lines complete with testing on completion and making the line functional etc complete all as specified and as directed. |
| 2 | M&L for cement concrete (1:3:6) type C-2(using 40 mm graded stone aggregate) as in bed to drain pipe 180mm dia DWCPE including packing under, and haunching against the sides of pipes after they are laid and tested with and including demolition of existing pipe of any description including bed and haunching complete all as specified and as directed. |
| 3 | S&F in repairs 110mm dia PVC (SWR) pipes single/double socketed in any length with rubber ring joints, laid in trenches or in floors and jointed etc complete all as specified and as directed. |
| 4 | M&L for cement concrete (1:3:6) type C-2(using 40 mm graded stone aggregate) as in bed to drain pipe 110mm dia PVC including packing under, and haunching against the sides of pipes after they are laid and tested with and including demolition of existing pipe of any description including bed and haunching complete all as specified and as directed. |
| 5 | M & L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in for coping, haunching and the similar work weathering slightly rounded or chamfered edges and throating including formwork including demolition of old cement concrete from its positions complete all as specified and as directed. |
| 6 | Supply & fix in repairs 110mm dia PVC (SWR) pipes single/double socketed in any length with rubber ring joints, fixed to walls etc complete all as specified and as directed. |
| 7 | Supply & fix in repairs 75 mm dia PVC (SWR) pipes single/double socketed in any length with rubber ring joints, fixed to walls etc complete all as specified and as directed. |
| 8 | S & F PVC (SWR) bends any radius 110 mm dia etc complete all as specified and as directed. |
| 9 | S & F PVC (SWR) bends any radius 75 mm dia etc complete all as specified and as directed. |
| 10 | S & F PVC (SWR) Single T Equal & unequal any radius 110 mm dia etc complete all as specified and as directed. |
| 11 | S & F PVC (SWR) Single T Equal & unequal any radius 75 mm dia etc complete all as specified and as directed. |
| 12 | S & F 75mm dia PVC (SWR) vent cowl etc complete all as specified and as directed. |
| 13 | S & F 110mm dia PVC (SWR) branch piece, single (single Y equal or unequal) etc complete all as specified and as directed. |
| 14 | S& F stack clamp,110mm bore made out of 50mm by 5 mm flat iron and 16 mm dia round stays including bolts and nuts and securing ends of stay to wall or roof etc complete all as specified and as directed. |
| 15 | M&L for brick work in cement mortar (1:4) with sub class `B' bricks (using old size burnt bricks) in one brick thick honey comb walling etc including demolition of old brick work complete all as specified and as directed. |
| 16 | M&L for brick work in cement mortar (1:4) with sub class `B' bricks (using old size burnt bricks) straight or curved on plan exceeding 6m mean radius with old size bricks etc including demolition of old brick work complete all as specified and as directed. |
| 17 | M&L for brick work with sub class `B' bricks (using old size burnt bricks)straight or curved on plan to any radius in half brick thick walls built in CM 1:4 etc including demolition of old brick work complete all as specified and as directed. |
| 18 | M&L for 15 mm thick rendering in cement mortar (1:4), on fair faces of brick work, finished even and smooth without using extra cement etc including taking down old plaster from its position complete all as specified and as directed. |
| 19 | M&L for deformed steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) n.less than 0.9mm dia etc complete all as specified and as directed. |
| 20 | M&L for deformed steel TMT bars 8 mm dia , cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) n.less than 0.9mm dia etc complete all as specified and as directed. |
| 21 | M&L for precast cement concrete (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in manhole cover set in CM (1:4) including necessary form work including demolition of exixting cover etc complete all as specified and directed. |
| 22 | Excavation over areas not exc. 1.50 m deep and getting out in soft/loose soil etc complete all as specified and as directed. |
| 23 | Excavation over areas exc. 1.50 m but not exc 3.00 m deep and getting out in soft/loose soil etc complete all as specified and as directed. |
| 24 | M&L for RCC design Mix M-25 as in Slabs supported on walls,beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like including demolition of existing etc complete all as specified and directed. |
| 25 | M&L for form work with fair finished to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work n.exc 200mm thick (horizontal or sloping) complete all as specified and as directed. |
| 26 | M&L for loose filling with broken bricks aggregate of gauge 80 to 150mm in soakage pits, soakage wells etc complete all as specified and as directed. |
| 27 | M&L for loose filling with broken bricks aggregate of gauge 40 to 80mm in soakage pits, soakage wells etc complete all as specified and as directed. |
| 28 | M&L for cement concrete type B-1,(1:2:4) (using 20 mm graded stone aggregate) as in surface channels and drains including demolition of old cement concrete from its positions complete all as specified and as directed. |
| 29 | M&L for Extra for forming fair finished surfaces of drain or channels, inner girth 30 cms, using extra cement including forms, moulds mitred/ stopped ends etc complete all as specified and as directed. |
| 30 | Carrying out opening of manhole covers/gully traps of any type and any depth removing the sludge/solid content from the manhole/gully trap by manual/ mechanical method and also cleaning the sewage line of any dia and at any depth either by water pressure or by any other flushing or roding and other suitable means at the discretion of the contractor at his own arrangements so as to remove the blockage and making the sewer lines and manhole/gully trap fully functional to the entire satisfaction of Engineer-in-Charge also to remove the sludge/solid contents out of defence land including covering with a layer of earth and repositioning of the RCC/CI cover slab all as directed by the Engineer-in-Charge in NE Zone under. Note:-The complaint shall be cleared/rectified to the complete satisfaction of Engineer-in-Charge within 24 hours. |
| 31 | Desilting of septic tank/soakage pit of any size, type and any depth and removing the sludge/solid content from the septic tank/soakage pit by manual/ mechanical method or any other suitable means at the discretion of the contractor at his own arrangements and make the septic tank/soakage pit fully functional to the entire satisfaction of Engineer-in-Charge also to remove the sludge/solid contents out of defence land including covering with a layer of earth and repositioning of the RCC/CI cover slab all as directed by the Engineer-in-Charge in NE Zone. |
| 32 | Cleaning of blockage IWC, EWC, Wash Basin, gully trap, floor trap etc either by hand pump or by rodding or by any other means untill clear flow is observed all as specified and as directed by Engr -in Charge |
| 33 | S&F in repairs vitreous china wash down water closet (pedestal pattern) with plastic seat cover including PVC low level flushing cistern 10 ltrs capacity etc complete all as specified and as directed. |
| 34 | S&F in repair for vitreous china squatting pan, Orissa, pattern size 580 x 440 mm white with integral foot rests including connection to trap and to flushing pipe, anti-syphonage pipe etc complete including making good to floor with flush pipe with high or low level flushing cistern and connection to pipe etc complete all as specified and as directed. |
| 35 | M & L for coloured non skid ceramic tiles 7 to 8 mm thick (square/rectangular) in section , area exceeding 0.06 sqm but not exceeding 0.11 sqm as in floors laid over and including 15mm thick screed bed for laying floor finishes in CM (1:6) set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles etc including dismantling of old tiles including cement mortar bedding of any description and removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed. |
| 36 | M&L for Glazed ceramic colour tiles in vertical surface of size 350x 250x 7 mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match the shade of tiles laid over and including 10mm thick CM (1:4) backing coat including dismantling of old tiles including cement mortar bedding of any description and removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed. |
| 37 | Cutting into exisiting manholes for connecting new drains, making good topipes and rendering ,cutting out existing benching and forming branch channel, halfround or 3/4 section in cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) smooth finished and reforming benching as required, internal dia of pipe 110/150mm etc complete all as specified and as directed. |
| 38 | M&L for PCC (1:2:4) type B-2 (using 40mm graded stone aggregate) 100mm thick as in sub base including roughening of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc complete all as specified and as directed. |
| 39 | M&L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade laid, jointed with grey cement and no pigment over and including 50 mm thick sand cushioning and pointed in colour cement mortar (1:3) etc including dismantling of old paver block removing serviceable tblocks to store and rubbish off the premises complete all as specified and as directed. |
| 40 | Excavation in trenches not exceeding 1.5m wide and n.exceeding 1.5m in depth; for foundation , etc not exceeding 10sq.m on planand not exceeding1.5m in depth and getting out in soft/ loose soil etc complete all as specified and as directed. |
| 41 | M&L for Plain cement concrete (1:4:8 ),Type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete etc including demolition of old cement concrete complete all as specified and as directed. |
| 42 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm In soft/ loose soil etc complete all as specified and as directed. |
| 43 | Removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point,in soils etc complete all as specified and as directed. |
| 44 | M&L for chequered cement concrete tiles of size not less than 300x300x25mm thick laid over and including 15mm thick screed bed for laying floor finishes in cement mortar (1:6) etc, set, jointed and pointed in neat cement slurry with grey cement and pigments including dismantling of old tiles from its position complete all as specified and directed. Please Enable Macros to View BoQ information |