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| 1 | OVER HEAD TANK WORKS 260 Kl 21 m. Staging |
| 2 | Design and Construction of RCC O.H.T of 260 Kl capacity (in Kiloliters) and 21 m. 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 25mmdia. 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 vertical pipes and specials assuming bearing capacity as 8MT/M2 staging 12.00 meter |
| 3 | Additional rates for staging per meter height beyond 21 m height including cost of all material, labour, shuttering, scaffolding T&P complete for 260 Kl capacity Over Head Tank. (Extra 09 M. Height) |
| 4 | Construction of masonry type chamber for sluice value Size as per type design. |
| 5 | PUMP HOUSE |
| 6 | Earth work in excavation by mechanical means(hydraulic excavator) /manual meansin foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including gettingout the excavated soil and disposal of surplus excavated soil as directed, within a lead of50 m in all kinds of soil. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8(1Cement:4coarsesand:8gradedstone aggregate 40 mm nominal size). |
| 8 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shutteringfinishing and reinforcement -all work up to plinth level in 1:1.5:3(1cement:1.5coarse sand: 3grad aggregate 20 mm nominal size) |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landing, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair casesup to floor five level excluding the cost of centering and shutteringfinishing and reinforcement -all work up to plinth level in 1:1.5:3(1cement:1.5coarse sand: 3grade aggregate 20 mm nominal size) |
| 10 | Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete. |
| 11 | Centering and shuttering including strutting, roping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide circular in shape. |
| 12 | Foundation raft & tie beams |
| 13 | Columns |
| 14 | Beams |
| 15 | Slab |
| 16 | Edges of slabs and breaks in floors and walls under 20cm wide |
| 17 | Provide Ist class brick in 1:6 cement and sand mortar. |
| 18 | In foundation up to plinth |
| 19 | in superstructure |
| 20 | 40mm thick DPC in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar |
| 21 | Steel work welded built of section /framed works including cutting fixing in position applying a priming code of approved steel primer using steel its as requiredingratings,frames,guardbar,ladder,railing gates and similar works. |
| 22 | Door Chaukhat / section window |
| 23 | Earth filling into plinth including it\"s excavation. |
| 24 | Provide 40 mm thick PCC flooring in 1:2:4 with cement,sand and 20mm gauge stone ballast mortar. |
| 25 | Provide 5mm thick glass strips on flooring 20mm deep. |
| 26 | Provide 15mm thick plaster in 1:4 cement and sand mortar. |
| 27 | Provide weather coat painting (two or more coats) to give an even shade. |
| 28 | Painting on doors and windows (two or more coats) over and including one priming coat. |
| 29 | Supply and fixing of 4mm thick plane glass panes on window\"s including supply of nails and putty etc all complete. |
| 30 | Sanitary Items |
| 31 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm. |
| 32 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap |
| 33 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps/c cutting and making good the walls etc. Internal work |
| 34 | 15 mm dia nominal bore |
| 35 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : |
| 36 | 15 mm nominal bore |
| 37 | Supply and fixing of PVC pipes for waste water and sewer pipes. |
| 38 | 75 mm diameter |
| 39 | 110 mm diameter |
| 40 | Provision for septic tank and soak pit including sewer line and all necessary connections, complete in all respect as per direction of Eng-in-charge. |
| 41 | Provision for Electrification inside and outside of the roomcomplete in all respect as per direction of Eng-in-charge. |
| 42 | RISING MAIN |
| 43 | 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 : 100 mm dia |
| 44 | 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: 100mm dia |
| 45 | Providingand laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000Upto 600 mm dia |
| 46 | 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.(20 X 0.70 X 1.10) |
| 47 | DISTRIBUTION SYSTEM WORKS |
| 48 | 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 |
| 49 | 90 mm |
| 50 | 110 mm |
| 51 | 125 mm |
| 52 | 140 mm |
| 53 | 160 mm |
| 54 | 180 mm |
| 55 | 225 mm |
| 56 | 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 |
| 57 | 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 |
| 58 | 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. |
| 59 | Cement Concrete Road |
| 60 | Comcrete Tiles Road |
| 61 | 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 (Not PWD Road) |
| 62 | Reinstatement ofbituminous roadas per PWD Specification andas per direction of Engineer-in-charge (Not PWD Road) |
| 63 | 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. |
| 64 | 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) |
| 65 | 80 mm |
| 66 | 100 mm |
| 67 | 150 mm |
| 68 | 250 mm |
| 69 | 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 chamber C.I. Double Acting Air Valve 50mm dia |
| 70 | Providing and fixing enclosed type water meter (bulk type) conforming to IS:2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. |
| 71 | 250 mm |
| 72 | Constructing masonry Chamber (90X90X100)cm for sluice valve/scour valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks |
| 73 | Constructing masonry Chamber for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks |
| 74 | House Service Connection |
| 75 | BOUNDARY WALL AND GATE |
| 76 | Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works siteas per Approved Designand Drawings, Provided by the Department. |
| 77 | 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. |
| 78 | 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. |
| 79 | Supplying and filling in plinth with Jamuna sand including watering, ramming, consolidating and dressing complete in proposed water works. |
| 80 | Rate for variation in Soil bearing capacity (above/below of assumed 8 T/m²) |
