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| 1 | Construction of double intake chamber with drain, at tapping point of source for collection of water including filter media supply of all materials , labours , T& P. Complete in all respect as per departmental desing,drawing in direction of engineer in charge. |
| 2 | Supply of all material, labour, T&P etc. all complete and provide 90 cm high RCC cross wall at gadhera tapping point for the protection of intake from flood storm.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. |
| 3 | All kinds of soil |
| 4 | Ordinary rock |
| 5 | 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). |
| 6 | 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) |
| 7 | Reinforced cement concrete work in walls (any thickness) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, post and struts etc up 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: 3grad aggregate 20 mm nominal size) |
| 8 | Reinforcement for R.C.C. work including straightening, cutting, banding, placing in position and binding all complete reinforcement for RCC work using thermo mechanically treated bars. |
| 9 | Centering & shuttering including strutting, roping etc. and removal of form work for walls (any thickness) including attached pilasters, buttresses, plinth and string coarse etc. |
| 10 | Supply and fixing washout as per required size of min length 2.0 mtr length and min size of 25 mm dia GI (med) pipe to be provide as per direction of Engineer-in-charge. |
| 11 | Excavation in soil mixed with single boulders etc. requiring the use of special T&P, if any, for pipe line trenches including lift up to 1.5m and lead up to 30m with back filling, watering, ramming of excavated earth in the trenches. |
| 12 | excavation in decomposed, weathered or soft rock by blasting or by drawbars, pickaxes etc. or by both methods, including supply of all materials, labour, T&P etc. |
| 13 | Excavation for building Works. |
| 14 | Supply, Carting (site store to trench), lowering them into trenches, laying true to alignment and gradient, laying and jointing of pipe line by welding for making up lengths as required for proper completion of work of following grade & sizes ((Excluding cartage fromRail Head to site store.)MS ERW Pipe Yst 210 |
| 15 | 50 mm dia., 4.8 mm thick. |
| 16 | Providing of all materials, carting from site store to site of work, laying & jointing of G.I. Medium screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete. |
| 17 | 15 mm dia |
| 18 | 20 mm dia |
| 19 | 25 mm dia |
| 20 | 32 mm dia |
| 21 | 40 mm dia |
| 22 | Cartage of following sizes of G.M. valves/Air valve upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamberG.M. Wheel valve (Class I) as per IS 778/1971 |
| 23 | 20mm dia |
| 24 | 25mm dia |
| 25 | 32mm dia |
| 26 | 40 mm dia |
| 27 | C.I. Air Valve (Screwed) 15 mm dia |
| 28 | Supply, cartage and fixingof following size ofSluice Valve/Reflux valves/Double Ball Air Valve includingcarting the same up to site of work and fixing the same in water supply lines including cost of valves, specials, labour an T&P complete in all respectas per direction of Engineer-In-Charge. |
| 29 | 50 mm dia. Cast steel Sluice / Scour Valve, W.P. 50 Kg/cm2 |
| 30 | 50 mm dia. Cast steel Reflux / Swing Check Valve, W.P. 50 Kg/cm2 |
| 31 | 50 mm dia. Cast steel Double Ball Air Valve Flanged type, W.P. 25 Kg/cm2 |
| 32 | Construction stone masonry Wheel Valve/ Air valve chamber 60x60x60 cm, inside in 1:4 cement & sand mortar with MS MH cover on top the chamber with proper locking arrangement. |
| 33 | Supply of all materials, labour T&P etc complete and construct pump house(5.5 M x5.0M M x4.5 M) size at MPSas per approved designed & drawing including all necessary arrangements. |
| 34 | Supply of all materials, labour, T & P etc. and Construction of Thrust Block as per type design complete (1 in 200 m length Pipeline) |
| 35 | Size of Anchor Block- 0.5m x 0.5m x 0.6 m |
| 36 | Size of Anchor Block- 1.0m x 1.0m x 1.5 m |
| 37 | Provision of 1.5 m high Boundary Wall in brick masonry including supply of all materials, labour, T&P etc. completeas per direction of Engineer in charge. |
| 38 | Provision of Iron Gate with Pillars of size as required completeas per direction of Engineer in charge. |
| 39 | Supply of all materials , labour and T & P etc. and construction of R.C.C Clear Water Reservoir of following capacity in K.L as per type design and drawing including fixing of pipes and fittings including cartage of materialls etc. |
| 40 | 7.5 KL Capacity |
| 41 | 10 KL Capacity |
| 42 | 12.5 KL Capacity |
| 43 | Supply and installation of 25 Ltr M.S Bucket Type Chlorinator with glass wooling complete over CWRas per direction of Engineer in charge. |
| 44 | Supply & Fixing an Iron Board and Printing on it as well as writing the details of Work on it as per direction of Engineer in charge. |
| 45 | Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing offerrule including tapping the main, but excluding the cost of earth work and cost of all materials. |
| 46 | Providing and fixing brass ferrule15 mm dia. nominal bore for domestic connections. |
| 47 | Providing and fixing of PTMT bib cock 15 mm dia. nominal bore for domestic connections. |
| 48 | Random rubble stone masonry in 1:6 cement and local sand mortarfor protection work on pipe line, treatment site & where ever required as per site requirement including supply of all materials T&P etc required for proper completion of work as per direction of Engineer-In-Charge. |
| 49 | Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete. |
| 50 | Providing & laying PCC 1:2:4 in cement, coarse sand and 20 mm gauge approved stone ballast, including supply of all materials, labour , T&P etc |
