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| 1 | Laying of different dia distribution pipe line - Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. |
| 2 | Cutting of B.T / C.C. road for taking C.I. pipes through. |
| 3 | Laying in trenches Centrifugally Cast (Spun) Ductile Iron pressure, socket and spigot pipes Class K9 without cement mortar lining conforming to IS:8329 - 2000 of the following nominal diameter as per specification complete. |
| 4 | 250mm dia D.I.pipe (K9) |
| 5 | 200mm dia D.I.pipe (K9) |
| 6 | Filling foundation and plinth with sand watered and rammed |
| 7 | Supplying all labour and T&P for filling the trenches with excavated earth in layers and compacting etc. as per direction of the Engineer-in-charges. |
| 8 | Supplying all material, labour, T&P for laying intrenches D.I / PVC. ofthe following diameter as per P.H. specification including carriage of materials fromstore to work site complete. as per the direction of Engineer- in- charge |
| 9 | Supplying all material labour and T&P for making of tyton joints using rubber rings of the following nominal diameter including testing of joints excludingcost of rubber rings as per P.H. design and specification as per the direction of Engg-In-Charge |
| 10 | DI – 250 mm dia |
| 11 | DI – 200 mm dia |
| 12 | Supplying all materials, labour and T&P for fixing of following size sluice valve , N.R valve & Air valve with double flanged end for water Work propose for the following rating and nominal diameter Including testing of joints as per specification & direction of Engineer-in-charge |
| 13 | 250mm dia Sluice vlave |
| 14 | 200mm dia Sluice vlave |
| 15 | 80mm dia Air Valve |
| 16 | 50mm dia Air Valve |
| 17 | Construction of brick masonry sluice valve chamber as per P.H. design and specfication etc. all complete S.V. chamber of following size. |
| 18 | 200mm & 250mm dia SV chamber internal [0.75x0.75x1.485mtr] |
| 19 | Air valve chamber internal size:-[0.75x0.75x1.225mtr] |
| 20 | Supplying all labour and T&P for laying trenches M.S. pipe of following dia as per specification & direction of Engineer-in-charges.(Including painting) |
| 21 | 250mm dia M.S.pipe (6.30mm thickness) |
| 22 | 200mm dia M.S.pipe (6.30mm thickness) |
| 23 | Supplying all materials,labour and T&P such as welding machine,Oxyacetelen gas set and other consumables for fabricating following M.S.specials including welding charges as per direction of Engineer- in- charge etc all complete |
| 24 | 250mm.dia. M.S.flange |
| 25 | 200mm.dia. M.S.flange |
| 26 | 250 x 250 x 250 MS A/F Tee |
| 27 | 250mm.dia.M.S offset D/F Bend |
| 28 | Supplying all materials,labour,T&P for cutting of M.S Plate/Pipe line work upto 6mm thick with cost of oxygen & acetelene gas transporation charges of all machineries etc all complete. |
| 29 | Supplying all materials,labour,T&P for butt or fillet welding to the M.S mambers at site by using welding machine & generator with transportation charges of machineries & cost of approved electrodes etc all complete. |
| 30 | Supplying all materials,labour and T&P and making flanged joints for MS pipes and specials of the following diameter including testing of joints as per specification all complete |
| 31 | 250mm.dia flanged joint |
| 32 | 200mm.dia flanged joint |
| 33 | Supplying all materials,labour and T&P and clamping ofMS pipes in the 5mtr height concrete pillarwith MS angle and bolting, scaffolding etc. For supporting of MS pipe as per specification all complete |
| 34 | Supplying all materials, labour and T&P for Making inter-connection of new D.I. pipe line with old C.I.pipe line including cutting existing line as per specification and direction of E.I.C |
| 35 | Making inter-connection for 250mm.dia C.I /D.Ipipe line |
| 36 | Supplying all materials, labour, T&P for Construction of RCC Pillar for supporting of pipe line as per specification and direction of E.I.C - 12 nos |
| 37 | Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. |
| 38 | Filling foundation and plinth with sand watered and rammed |
| 39 | Cement concrete (1:4:8) with 4cm size hard granite metal |
| 40 | Cement concrete (1:1½:3) for R.C.C. works with 12mm size hard granite chips including hoisting and laying. |
| 41 | M.S. Reinforcement for R.C.C. works including cutting,bending, binding and tying grills and placing in position including cost of M.S.Rods, binding wire 18 to 20 gauge. |
| 42 | Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor. |
| 43 | Base |
| 44 | 1st step & 2nd step |
| 45 | Supplying all materials, labour, T&P for Construction of RCC throust Block for supporting of pipe line as per specification and direction of E.I.C. (in size 1.20 x 1.20 x 1.20) - 5nos |
| 46 | Earth work in stoney earth and gravel mixed with stone and boulders not exceeding 0.14cum in volumewithin 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge |
| 47 | Filling foundation and plinth with sand watered and rammed |
| 48 | Cement concrete (1:4:8) with 4cm size hard granite metal |
| 49 | Cement concrete (1:1½:3) for R.C.C. works with 12mm size hard granite chips including hoisting and laying. |
| 50 | M.S. Reinforcement for R.C.C. works including cutting,bending, binding and tying grills and placing in position including cost of M.S.Rods, binding wire 18 to 20 gauge. |
| 51 | Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor. |
| 52 | Fixing of Water Meters (Bulk Type) conforming to IS:2373-1981 Vane Wheel type meter or Helical type meter or water meter Dry Dial type or water meter Wet Dial type with double flanged ends for the following nominal diameter as per specificationcomplete |
| 53 | Cement concrete (1:4:8) with 4cm size hard granite metal |
| 54 | Cement concrete(1:2:4) with 12mm size hard granite chips |
| 55 | Supplying all labour and T&P for conveyance of surplus earth to the out skirt of town (within 5.Km) by mechanical means |
| 56 | Cutting of C.I /DI pipe by eletric arc cutting at site including cost of materials,labour,T & P etc all complete |
| 57 | Cost of materials. |
| 58 | 250mm D.I. class K9pipe |
| 59 | 200mm D.I. class K9pipe |
| 60 | 250mm C.I. S.V. (PN-1.6) of VAG make |
| 61 | 200mm C.I. S.V. (PN-1.6) of VAG make |
| 62 | 80mm DI Tamper proof Kinetic Air valve of reputed make |
| 63 | 50mm DI Tamper proof Kinetic Air Valveof reputed make |
| 64 | 250mm water meter woltmant type of reputed make (ISO-4064, class-B) of Kranti and Belanto brand woltman type Class-B meter (Magnetic drive) with pulse out flange end as per ISO- 4064 pulse and PVR - 2 wire (With road switch) water meter |
| 65 | 250mm diaC.Imechanical joint socket |
| 66 | 250mm diaC.Imechanical joint collar |
| 67 | Cost of Specials |
