|
| 1 | M&L for taking up or down old rusted GI tubings and connections from trenches or from walls/ceilings for the 100 mm bore. |
| 2 | All as per item No -1 above but 80 mm bore. |
| 3 | All as per item No -1 above but 50 mm bore. |
| 4 | All as per item No -1 above but 40 mm bore. |
| 5 | All as per item No -1 above but 25 mm bore. |
| 6 | Supply and lay pipes galvanised GI Tubing 100 mm bore medium grade in trenches and connection in old or new position including fitting like socket / union / Tee / Reducer Nipple etc complete all as directed. |
| 7 | All as per Item No- 6 above but 80 mm bore. |
| 8 | All as per Item No- 6 above but 50 mm bore. |
| 9 | All as per Item No-6 above but 40 mm bore. |
| 10 | All as per Item No- 6 above but 25 mm bore. |
| 11 | Taking down and refixing old steel tubing after cleaning and connections in new or old position (Walls, ceiling,floors) including earth work and fittings as reqd at site of size 100 or 80 mm bore. |
| 12 | All as per item No -11 above but size 40 or 50 mm bore. |
| 13 | All as per item No -11 above but size 25 or 32 mm bore. |
| 14 | All as per item No -11 above but size 20 mm bore. |
| 15 | Cutting existing steel tubing 100 or 80 mm bore for alterations or additions (Each cut measured) |
| 16 | All as per item No -15 above but 40 or 50 mm bore. |
| 17 | All as per item No -15 above but 25 or 32 mm bore. |
| 18 | Exacavation in trenches , n.exc 1.5 m wide and n.exc 1.5 m in depth for laying of pipes or for run lead joint and getting out in hard/dense soil. |
| 19 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25cm. |
| 20 | Removing excavated soil n.exe 50Mtr & depositing where directed at a level n.exe 1.5m above the starting point. |
| 21 | Supply and Fix in repair sluice valve 100 mm bore of cast iron body with flanged ends duly drilled ISI marked as per IS (14846-2000) PN-1.6 with spindle and check nut including operating wheel etc. and fixed with new bolts, nuts, washers and rubber insertion packing complete all as specified and directed. |
| 22 | All as per item No -21 above but 80 mm bore. |
| 23 | Taking down the old unserviceable Spindle from sluice valve 150 mm bore and fixing with new spindle as per the existing size and shape of manufactures including replacement of connected check nuts washers, rubber gasket , and gland packing to arrest any leakage and and reassembling complete for smooth functioning of sluice valve all as directed for following sizes |
| 24 | All as per item No -23 above but 100 mm bore. |
| 25 | All as per item No -23 above but 80 mm bore. |
| 26 | Supply and fix in repair Gun metal gate valve with iron wheel head screwed both ends for iron pipe and fixed size 50 mm dia. |
| 27 | All as per item No -26 above but 40 mm bore. |
| 28 | All as per item No -26 above but 25 mm bore. |
| 29 | Dismantling of old valve chamber of any size including taking out rusted MS sheet with angle iron frame all as directed at site. |
| 30 | M & L for Construction of Valve chamber of size 900x900x900 mm including necessary earth work excavation PCC 1:4:8 in foundation type D2 using 40 mm grade stone aggregate, brick wall in CM 1:4, PCC 1:2:4 type B1 for copping, 15 mm thick rendering in CM 1:4 including provision of MS Sheet cover 3.0mm thick with MS angle frame 25x25x3mm all round and at diagnols of size 40 x 40 x 6mm and also MS Plate welded to MS angle, embedded in concrete with suitable hinges and locking arrangement, including two coats of synthetic enamel paint over a coat of red oxide primer necessary excavation earth work etc, all as specified and as directed. |
| 31 | All as per item No -30 above but 600x600x600 mm. |
| 32 | M&L cutting the road hard standing & making good surface with PCC 1:3:6 C-2 Type Using 40 mm graded stone aggregate & removing the to distance n.exe 50mtr all as specified. |
| 33 | M&L for stone masonry for walling of random rubble, uncaused, well bonded, built in cement mortar 1:4 for construction of thrust block for the support of water supply pipe line. |
| 34 | M&L for arrresting of leakge of pipe line of size upto 80 mm GI/PPR pipe line by using of short length of GI/PPR pipe,welding, including all fittings.Note:-(i) The rate included all GI/PPR fittings,Nut,bolts etc(ii) Earth work shall be measured and paid seperately(iii) GI/PPR Pipe will be mesured and paid seperately |
| 35 | S&F 3-layer PP-R P o l y p r o p y l e n e random copolymer) pipes 110 mm dia SDR 11 UV, PN 10 stablised and a n t i m i c r o b i a l welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded p o l y p r o p y l e n e random fittings fixed complete to walls, ceilings in floors or laid in trenches etc.including taking down of old pipe. |
| 36 | All as per item No -35 above but 90 mm dia. |
| 37 | All as per item No -35 above but 75 mm dia. |
| 38 | All as per item No -35 above but 63 mm dia. |
| 39 | All as per item No- 35 above but 50 mm dia. |
| 40 | All as per item No -35 above but 40 mm dia. |
| 41 | All as per item No- 35 above but 32 mm dia. |
| 42 | All as per item No -35 above but 25 mm dia. |
| 43 | M&L for Making connection of PP-R distribution branch 50 to 75 mm with PP-R main of following sizes by providing and fixing tee including cutting and making fusion joint etc. |
| 44 | All as per item No -43 above but 16 to 40 mm dia. |
| 45 | S&F PP-R Gate valves (brass insert) 63 mm as per requirement of the site. |
| 46 | All as per item No- 45 above but 50 mm dia. |
| 47 | All as per item No -45 above but 40 mm dia. |
| 48 | All as per item No- 46 above but 32 mm dia. |
| 49 | All as per item No -45 above but 25 mm dia. |
| 50 | M&L for Disconnecting existing tanks, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required & Cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes,reconnecting and re-fixing in position and etc of exc 250 Ltr but not exc 500 Ltrs |
| 51 | All as per item No -50 above but exc 500 Ltrs but not exc 1000 Ltrs |
| 52 | All as per item No -50 above but exc 1000 Ltrs but not exc 2000 Ltrs |
| 53 | S & F in repair Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 500 Ltr capacity hoisted and fixed in position all as specified in SSR Part I including taking down old one. |
| 54 | All as per item No- 53 above but 750 Ltrs capacity. |
| 55 | All as per item No- 53 above but 1000 Ltrs capacity. |
| 56 | All as per item No -53 above but 2000 Ltrs capacity. |
| 57 | S&F Ball valves high pressure of PTMT 15 mm bore with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 15mm-142gms/ 2 0 m m - 2 1 0 g m s . /25mm-455gms / 40mm - 690 gms) |
| 58 | All as per item No -57 above but 20 mm bore. |
| 59 | All as per item No -57 above but 25 mm bore. |
| 60 | All as per item No -57 above but 40 mm bore. |
| 61 | M&L for cleaning of of under ground/above ground water sump ,sadmention tank,raw water tanks by scraping the internal surface with steel wire brushes,pumping out water up to bottom level complete drain out removing slit/debris descaling with soloution and applying two coats of lime white wash internally as diorested by the Engr in charge ,cleaning the internal surface of the tanks to the complete stasification and as directed by Engr in charge for the 20000 to 40000 Ltrs capacity. |
| 62 | M&L for cleaning of of under ground/above ground water sump ,sadmention tank,raw water tanks by scraping the internal surface with steel wire brushes,pumping out water up to bottom level complete drain out removing slit/debris descaling with soloution and applying two coats of lime white wash internally as diorested by the Engr in charge ,cleaning the internal surface of the tanks to the complete stasification and as directed by Engr in charge for the 45000 to 80000 Ltrs capacity. |
| 63 | S&F Mechnical joint suitable for DI/CI/GI pipe of 80 mm dia. |
| 64 | S&F Mechnical joint suitable for DI/CI/GI pipe of 100 mm dia. |
| 65 | S&F Mechnical joint suitable for DI/CI/GI pipe of 150 mm dia. |
| 66 | Taking down old serviceable PPR Pipe of any size or rating (80 mm to 110 mm) from site after cleaning of pipe line / cutting repair of water leakage and refixing at site including GI / PPR fitting as required at site all as directed and specified by Engr in charge. |
| 67 | Taking down old serviceable PPR Pipe of any size or rating (25 mm to 65 mm) from site after cleaning of pipe line / cutting repair of water leakage and refixing at site including GI / PPR fitting as required at site all as directed and specified by Engr in charge. |
| 68 | S & F in repairs valve pit chamber cover of MS sheet cover 3 mm thick with handle and locking arrangement including painting with two coats of synthetic enamelled paint over a coat of red oxide primer complete all as specified and directed. |
| 69 | M & L for Servicing of monoblock pump sets 5 to 7.5 HP multistage self priming including painting with one coat of synthetic enamel paint and replacing of following parts all as directed :-(a) Bearing of pump(b) Suction strainer(c) Worn out nuts and bolts |
| 70 | M & L for Rewinding the monoblock motor with super enamelled wire of existing gauge and weight in the coil terms with other materials for 3 phase 415 volts, 50Hz after cutting replacing of warn-out bolts and nuts including changing of bearings all as directed of capacity upto 5 HP. Note : Repairing & Transporting charges are including rates. |
| 71 | S & F in repair GI flange 80 -100 mm dia with all fixing arrangement in GI pipe line all as directed and as specified by Engr in Charge. |
| 72 | S & F in repair MS flange 80 -100 mm dia with all fixing arrangement in existing pipe line all as directed and as specified by Engr in Charge. |
| 73 | S & F in repair MS flange 150 mm dia with all fixing arrangement in existing pipe line all as directed and as specified by Engr in Charge. |
| 74 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,in hard/dense soil. |
| 75 | M&L for providing PCC 1:4:8 type D2 using 40mm graded stone agrigate as foundations,filling and mass concrete complete all as specified directed. |
| 76 | Note : Above work / Item will be operated / executed as per planning / breake down and user requirment basis,so contractor will depute their man power as per user requirment/breake down basis as directed by JE/Engr in Charge on telephoncally . No extra cost will provided to the contractor. Please Enable Macros to View BoQ information |
