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| 1 | Supply of all Materials , Labours ,T&P etc. and Construction of RCC O.H.T of following capacities (In Kiloliters) and 18m. 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 locking arrangement, lightening conductor as per electricity rules, water level indicator, supply and fixing of DI DF K9 200mm outlet, DI DF K9 100mm inlet, DI DF K9 100mm overflow and DI DF 100mm 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 10MT/M2 . All works should be furnished as per specification given Section-V. |
| 2 | RCC OHT 100 KL capacity staging 18.00 meter. |
| 3 | Providing of all materials , carting from site store to site of work, lowering into trenches with true to alignment , Laying & Jointing of full lenght DI / DFCentrifugally cast (spun) Ductile iron pipes including supply of \"EPDM \" rubber gasketsconforming to IS : 5382/1985 with testing of pipe line complete. |
| 4 | DI K9 Pipe 100 mm Dia |
| 5 | Excavation of earth for pipe line in trenches following strata lift upto 1.5m lead upto 30m. Including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60m from trenches including supply of labour, T&P etc complete. |
| 6 | Excavation in Ordinary soil for pipe line trench. |
| 7 | Supply of all materials providing all cartage of following sizes G.I.(M) pipes, specials & fittings, lowering them into trenches, laying true to the alignment & gradient, laying & jointing pipe line including cutting & threading of pipe for making up length as required.Complete in all respect G.I.(M) Pipe as per IS: 1239/1985 Part-1 |
| 8 | 15 mm dia |
| 9 | 20 mm dia |
| 10 | 25 mm dia |
| 11 | 32 mm dia |
| 12 | 40 mm dia |
| 13 | 50 mm dia |
| 14 | 65 mm dia |
| 15 | 80 mm dia |
| 16 | 100 mm dia |
| 17 | Supply and fixing of valves in pipeline including cuting, threading of pipeline with fittings, materials, labours, T&P etc complete.Wheel valves (Class-I) as per IS: 788/1997 |
| 18 | 20 mm dia |
| 19 | 25 mm dia |
| 20 | 32 mm dia |
| 21 | 40 mm dia |
| 22 | 50 mm dia |
| 23 | 65 mm dia |
| 24 | 80 mm dia |
| 25 | Supply and fixing of Sluice Valve/Scour Valve(P.N 1.0 ) including cartage of materials, labour, T&P etc. complete |
| 26 | 100 mm dia |
| 27 | Constructing masonry Chamber of following inside sizes in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 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. |
| 28 | Wheel valve chamber 0.6 M. X 0.6 M.X 0.75 M. |
| 29 | Wheelvalve chamber 0.90 M. X 0.90 M. X 1.00 M. |
| 30 | Sluice valve chamber 1.20 M. X 1.20 M. X 1.00 M. |
| 31 | Providing and fixing with all materials T&P labour Functional House Hold Tap Connection (FHTC) etc complete as per direction of Engineer in charge. |
| 32 | Shifting of existingHousehold connections as per direction of Engineer-in- charge |
| 33 | Construction of 1.5 m high Boundary Wall as per type design in brick masonry including supply of all materials, labour, T&P etc. complete as per direction of Engineer in charge. |
| 34 | At OHT & Tube Well Campus |
| 35 | Ist class Brick work 1:6 in foundation including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work |
| 36 | Ist class Brick work 1:6 in super structure including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work |
| 37 | Providing of all materials and Construct of Barbed Wire Fencing through angle iron posts around the water works compound above boundary wall including all labour T&P etc. complete as per direction of Engineer in charge. |
| 38 | Providing and fixing of Iron Gate with Pillars of following sizes complete as per direction of Engineer in charge. |
| 39 | 3.6 m wide |
| 40 | Providing and fixing woltman type bulk water meter inline type, flange end with integral mounted display and all neccessary fitting etc. complete. Size 100mm dia nominal bore. |
| 41 | PC plaster with cement mortar in 1:6 (one cement and six local sand) minimum thickness 12 mm including raking of joint upto 1.27 cm 10 1/2 \"\" depth and also including supply of all materials labour T&P and require for proper completion of the work |
| 42 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) |
| 43 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 44 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3(1cement:1.5coarse sand: 3gradedstone aggregate 20 mm nominal size) In R.C.C. block |
| 45 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Reinforcement for R.C.C. Work Using TMT Bars |
