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| 1 | Taking up carefully from trenches/walls/pillar GI water mains incl all fittings of following sizes:- |
| 2 | (a) 15 mm bore. |
| 3 | (b) 20 mm bore. |
| 4 | (c) 25 mm bore. |
| 5 | (d) 40 mm bore. |
| 6 | (e) 50 mm bore. |
| 7 | (f) 80 mm bore. |
| 8 | (g) 100 mm bore. |
| 9 | Disconnecting, removing existing GI tubing,cleaning the GI tubing,Refixing of old steel water tubing and connections in new or old position after cleaning (wall/floor/ceilling/trench etc) of following sizes:- |
| 10 | (a) 20 mm bore. |
| 11 | (b) 25 mm bore. |
| 12 | (c) 40 mm bore. |
| 13 | (d) 50 mm bore. |
| 14 | (e) 80 mm bore. |
| 15 | (f) 100 mm bore. |
| 16 | Supply and fix laid in trenches steel water tubing galvanised medium grade with all fittings of following sizes:- |
| 17 | (a) 25 mm bore. |
| 18 | (b) 40 mm bore. |
| 19 | (c) 50 mm bore. |
| 20 | (d) 80 mm bore. |
| 21 | (e) 100 mm bore. |
| 22 | Supply and fix complete to walls / ceilings or laid in floors steel water tubing galvanised medium grade with all fittings of following sizes:- |
| 23 | (a) 15 mm bore. |
| 24 | (b) 20 mm bore. |
| 25 | (c) 25 mm bore. |
| 26 | (d) 40 mm bore. |
| 27 | (e) 50 mm bore. |
| 28 | (f) 80 mm bore. |
| 29 | (g) 100 mm bore. |
| 30 | M & L for cutting existing GI tubing for alteration or additions of sizes including screwing existing GI tubing for tapping etc of following sizes complete all as specified & directed by Engr-in-Charge. |
| 31 | (a) 15 mm bore. |
| 32 | (b) 20 mm bore. |
| 33 | (c) 25 mm bore. |
| 34 | (d) 40 mm bore. |
| 35 | (e) 50 mm bore. |
| 36 | (f) 80 mm bore. |
| 37 | (g) 100 mm bore. |
| 38 | S&F in repairs globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed for the follwing sizes with ISI marked and as per IS 14846 all as specified and directed by the Engineer-in-Charge. |
| 39 | (a) 20 mm bore. |
| 40 | (b) 25 mm bore. |
| 41 | (c) 40 mm bore. |
| 42 | (d) 50 mm bore. |
| 43 | S&F in repairs Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (20mm-210gms./ 25mm-455gms) all as specified and directed by the Engineer-in-Charge. |
| 44 | (a) 20 mm bore. |
| 45 | (b) 25 mm bore. |
| 46 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and n exceeding 1.5 m in depth and in any type of soil complete all as specified & directed by Engineer-in-Charge. |
| 47 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and n exceeding 1.5 m in depth and getting out in soft/ disintegrated rock complete all as specified & directed by Engineer-in-Charge. |
| 48 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipe etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard rock complete all as specified & directed by Engineer-in-Charge Note (i) Hard rock obtained from excavation shall be stacked properly. Stacked hard rock shall be measured by deducting 50% quantity for voids for hard rock, remaining quantity will be considered of soft/disintegrated rock. (ii) Hard rock obtained shall be issued under Schedule of credit, which shall not be allowed for uses in work. |
| 49 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil all as specified & directed by Engineer-in-Charge. |
| 50 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/ disintegrated rock all as specified & directed by Engineer-in-Charge. |
| 51 | Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-Charge. |
| 52 | Removing excavated soft/ disintegrated rock to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-Charge. |
| 53 | Taking down old u/s Sluice valve of any size |
| 54 | Supply and fix Sluice valve PN-1.6 with SS spindle and wedge nut ISI maked (IS-14846:2000) complete with iron wheel of following sizes:- Note:- Rate includes neccesary arrangements and cutting the pipe of required dimension with attachments for fitting the sluice valve. |
| 55 | (a) 80 mm bore. |
| 56 | (b) 100 mm bore. |
| 57 | S&F in replacement mechanical/Detachable/Victaulic joints(class 10) with nut bolts washers rubber gaskets etc suitable for GI pipes of size of 80 mm/100 mm bore. |
| 58 | S & F in repair Brass Y stainer with stainless steel net including cutting the existing GI pipe of following sizes:- |
| 59 | (a) 20 mm bore. |
| 60 | (b) 25 mm bore. |
| 61 | M&L in repairs for fixing MS leakage clamps 150 mm in width made out of 6 mm thick MS Sheet in shape and size duly drilled 2 holes in each side with necessary rubber insertion sheet of required size and MS bolt,nuts & washers incl. excavation/earth work in any type of strata and dewatering of line water for prevention of water leakage/new connection from pipeline all as specified and directed suitable for following sizes of CI/DI pipelines:- |
| 62 | (a) 80 mm bore. |
| 63 | (b) 100 mm bore. |
| 64 | (c) 150 mm bore. |
| 65 | (d) 200 mm bore. |
| 66 | (e) 250 mm bore. |
| 67 | (f) 350 mm bore. |
| 68 | Supply and fix complete to walls / ceilings or laid in floors/trenches uPVC pipe (SCH-80) with all fittings and accessories of following sizes:- |
| 69 | (a) 25 mm bore. |
| 70 | (b) 50 mm bore. |
| 71 | (c) 65 mm bore. |
| 72 | S&F uPVC ball valve screwed both ends for uPVC and fixed for the follwing sizes with fittings and accessories, all as specified and directed by the Engineer-in-Charge. |
| 73 | (a) 25 mm bore. |
| 74 | (b) 50 mm bore. |
| 75 | (c) 65 mm bore. |
| 76 | M&L only for attending water supply complaints and rectifying the faults viz no water, water leakage, air lock, low pressure, over flow etc all necessary patty items like rubber gasket, grease, screws, GI tees, bends, elbow etc and tool required including excavation in any type of strata as per site requirement complete all as directed for following sizes:- Note :- The detailed log book and complaint register duly signed by Engineer-in-charge, contractor and JE concerned shall submit during payment of RAR & final bill with complete details, building/ structure No., date of complaint raise date of complaint arosion. |
| 77 | (a) 20 mm to 100 mm bore (GI Pipe). Please Enable Macros to View BoQ information |
