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| 1 | OVER HEAD TANK WORKS |
| 2 | Supply of all Materials , Labours ,T&P etc. and Construction of RCC O.H.T of 320 KL capacity and 12m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mmdia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. Complete with approved water proofing ( apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of verticle pipes and specials assuming bearing capacity as 8MT/M2 |
| 3 | Additional rates for staging per meter height beyond 12 m height including cost of all material, labour, shuttering, scaffolding T&P complete for following capacity (In Kiloliters) Over Head Tanks. |
| 4 | Construction of masonry type chamber for sluice valve Size as per type design |
| 5 | PUMP HOUSE WITH ATTENDANT ROOM |
| 6 | Supply of all Materials, Labours, T&P etc.and Construct a Pump House With Size (3.50 m x 3.00m) Along with Attendant Room with size (4.30 m x 3.00m) , kitchen and W.C. as per Designand Drawings, all complete. |
| 7 | RISING MAIN |
| 8 | Providing of all materials, carting from site store to site of work, Lowering into trenches with true alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) / Ductile Iron Pipes including supply of \"\"EPDM\" rubber gaskets conforming to IS : 5382-1985 with testing of pipe line complete.DI K-9 pipe confirming to IS:8329/2000 : 150 mm dia |
| 9 | Providing push-on-joints to Centrifugally (spun) cast Iron pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 150 mm dia |
| 10 | Providingand laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000Upto 600 mm dia |
| 11 | Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal. |
| 12 | DISTRIBUTION SYSTEM WORKS |
| 13 | Providing, Lowering into trenches with true to alignment, Laying & Jointing including specials of full lengths of HDPE Pipes of specified gradeas per IS:4984-1995 and specifications,with testing of pipe line including supply of jointing materials.PE 100 PN-6 |
| 14 | 90 mm |
| 15 | 110 mm |
| 16 | 125 mm |
| 17 | 140 mm |
| 18 | 180 mm |
| 19 | 200 mm |
| 20 | 225 mm |
| 21 | Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer in charge - for bituminous road |
| 22 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :Water bound macadam road |
| 23 | Dismantling and reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials C.C. Road (0.80 m x 4725.00 m) |
| 24 | Dismantling and reinstatement of Bituminous Road (Not PWD Road) (0.8 m x 704 m length) |
| 25 | Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal. |
| 26 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines includingcost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamberC.I. D/F Sluice Valves Confirming to IS: 14846-2000 Pressure PN 1.6( Kirloskar or equivalent) |
| 27 | 80 mm |
| 28 | 100 mm |
| 29 | 150 mm |
| 30 | 200 mm |
| 31 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines includingcost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamberC.I. Double Acting Air Valve 50mm dia PN 1.6 |
| 32 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 33 | Constructing masonry Chamber for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks |
| 34 | House Service Connection |
| 35 | BOUNDARY WALL AND GATE |
| 36 | Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works site. |
| 37 | Supply of all labour, materials, and T&P etc and privide 3.6 m wide M.S. gate with pillars as per departmental type design, at proposed water works site. |
| 38 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 39 | Supplying and filling in plinth with Jamuna sand including watering, ramming, consolidating and drassing complete in proposed water works. |
