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| 1 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soilNote : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. |
| 2 | All as per item No 1.00 here-in-above but depth exc 1.50 m but n.exc 3.00 mtr complete all as specified and directed. |
| 3 | Excavation over area ,not exc 1.5 mtr deep and getting out in loose/soft soil complete all as specified and directed. |
| 4 | All as per item No 3.00 here-in-above but depth exc 1.50 m but n.exc 3.00 mtr complete all as specified and directed. |
| 5 | Returning, filling in incl spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft /loose soil. |
| 6 | Removing excavated material in soils n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point. |
| 7 | Demolition of cement concrete (un reinforced) in ground floors and paving n.exc 15cm thickness (below or above ground (level) and lowering if necessary, removal of the rubbish off the premises all as specified and directed. |
| 8 | Demolition of reinforced cement concrete as in cover slabs of manhole or septic tank, soak pit and walls, basement walls and in foundation removal of the rubbish off the premises all as specified and directed. |
| 9 | Demolition of brick work in built in cement mortar for cracked wall of manholes, septic tank, soak pit , drains etc in foul position removal of the rubbish off the premises all as specified and directed. |
| 10 | Demolition and breaking up drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia of pipe 150 mm complete all as specified and directed. |
| 11 | Demolition and breaking up drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia of pipe 200 mm complete all as specified and directed. |
| 12 | Dismantling post (Wood/Steel or RCC) any section including taking out embedded portion in concrete, brick work , masonry etc, and making good disturbed portion complete all as specified and directed. |
| 13 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 14 | M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. |
| 15 | M&L Hardcore with broken stone/boulders of gauge n exc. 63mm, deposited, spread and leveliled in layers n exc. 150mm thick, watered and rammed to a true surface complete all as specified and directed. |
| 16 | M&L for PCC type D2, 1:4:8 using 40mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed. |
| 17 | M&L for Cement concrete type (C-2) 1:3:6 using 40mm grded stone aggregate as in foundations, filling and mass concrete or in post holes complete all as specified and directed. |
| 18 | M&L type B-1 1:2:4 (20mm graded stone aggregate) providing RCC precast cement concrete as in cover slab for man hole and similar article with plain face set in cement mortar 1:6 complete all as specified and directed. |
| 19 | M & L for cement concrete type B-0 1:2:4 (12.5mm graded stone aggregate) in cills, steps, plinth courses, string courses, lacing courses, parapets, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed rounded or chamfered on edges all as specified. |
| 20 | M&L for RCC 1:1.5:3 type A1 (20 mm graded crushed stone aggregate) nominal mix as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete as directed. |
| 21 | M&L for RCC 1:1.5:3 type A1 (20 mm graded crushed stone aggregate) nominal mix as in slab supported on wall complete all as specified and directed. |
| 22 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. |
| 23 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), for fair finished surface of concrete, all as specified and as directed. |
| 24 | S&F TMT reinforcement bar, conforming to Fe-500, 6mm to 8mm dia cut to length , bent 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 0.9mm dia or securing with chips complete all as specified and directed. |
| 25 | Material and labour for mild steel TMT bar 10mm dia over cut to length bent to shape required including cranking bending spirally for hooping for columns, hooping end binding with mild steel wire not less than 0.9 mm complete all as specified and directed. |
| 26 | Supply and fix Galvanised iron wire using Hot Dip technology chain electrogalvanised coating chain link fencing wire mesh of size 75mmx75mm minimum dia meter of wire 3 mm confirming to IS -2712-2003 havinga tensile strength 400 to 500 Mpa including line wires, (Line wires will be measured and paid separately under supply only item) , straining bolts, etc. including provission of binding wireThe mesh wire a of the fabric shall be manufactured from ISI marked (make= Tata wireson) galvanised steel confirming to IS - 280:2006 (4th revision).The Kuncled ends should be of at least 50% of the sixe of the square mesh. The wires used in fencing should be long lasting and resistance to corrosion and testing criteria fullfill the requirement as per IS 1161:1998 complete all as specified and directed. |
| 27 | S&F posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. |
| 28 | S&F Framed work such as grills, gratings, or in Flat iron etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165, hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc complete all as specified and directed. |
| 29 | S&F mild steel screw bolts (machine made)with hexagonal or square heads at one end and screw other and each screw end to be fixed with washers and nut exc 5 cm but n.exc 10 cm long complete all as specified and directed. |
| 30 | Materials and labour for flyash brick work with old size sub class ‘B’ bricks straight curved on plan exceeding 6 meter mean radius for manholes /septic tank /soak well / drains etc /in sewer and drainage works with old size bricks in CM 1:4 complete all as specified and directed. |
| 31 | M&L, Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete, all as specified and as directed. |
| 32 | Taking down cement plaster from inside/outside of existing septic tank/manholes drain and outer surface of bldgsetc incl raking out joints, hacking for key scrubbing down with water and removal rubbish off the premises. |
| 33 | M&L for Rendering 15 mm thick cement plaster in CM 1:4 on fair faces of brick/concrete surfaces finished fair and even, mixed wth water proofing compound admixture (if directed) as per manufacturer's instruction, complete all as specified and directed.Note :- WPC will measuered and paid separatly under relevant item of schedule. |
| 34 | Supply only Liquid water proofing compound complete all as specified and directed. |
| 35 | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over 1mm thick wall care putty on new brick surfaces complete all as specified. |
| 36 | M&L for preparing of new steel & iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enameled paint over a coat of Red oxide zinc chrome primer zinc chrome complete all as specified and as directed. |
| 37 | S&F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors or in weep holes etc complete all as specified and as directed by Engineer-in-Charge. |
| 38 | M&L 150mm bore,HDPE double wall corrugated(DWC) SN-8 PIPE (HDPE Black Pipe) WITH COUPLER Conforming to IS:16098 Part-II:2013 sewage pipes laid in trenches and jointed as per manufacturer,s instruction with and including all fitting complete all as specified and as directed. |
| 39 | M&L 200mm bore,HDPE double wall corrugated(DWC) SN-8 PIPE (HDPE Black Pipe) WITH COUPLER Conforming to IS:16098 Part-II:2013 sewage pipes laid in trenches and jointed as per manufacturer,s instruction with and including all fitting complete all as specified and as directed. |
| 40 | Material and labour for cement concrete bed to drain pipe for 200mm bore of pipe including forming cradles in Cement concrete 1:3:6 Type C2 complete all as specified and as directed. |
| 41 | Material and labour for cement concrete bed to drain pipe for 150mm bore of pipe including forming cradles in Cement concrete 1:3:6 Type C2 complete all as specified and as directed. |
| 42 | M&L Reinforced concrete pipes, class NP3, 150 mm dia laid and jointed complete with collars, all as specified and as directed. |
| 43 | M&L Reinforced concrete pipes, class NP3, 200 mm dia laid and jointed complete with collars, all as specified and as directed. |
| 44 | M & L for forming fair finish drain channel 45 cm inner grith in cement concrete using extra cement complete all as specified and directed. |
| 45 | M & L for forming fair finish drain channel 30 cm inner grith in cement concrete using extra cement complete all as specified and directed. |
| 46 | Cutting into existing manholes 150mm dia pipe 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 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required complete all as specified and directed. |
| 47 | Cutting into existing manholes 200mm dia pipe 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 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required complete all as specified and directed. Please Enable Macros to View BoQ information |
