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| 1 | Construction of Intake chamber having (1.0mx1.0m) size at tapping point of Source for collection of water including supply of all materials,labour, T&P etc. complete in all respect of departmental design and Drawing and as per direction of Engineer-In-Charge. |
| 2 | Construction of Roughening filter cum screening collecting chamber near bySource of water including supply of all materials,labour, T&P etc. completein all respect of departmental design and Drawing and as per direction of Engineer-In-Charge. |
| 3 | Providing of all materials, carting from site store to site of work, laying & jointing of G.I. 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. |
| 4 | 15mm dia |
| 5 | 20mmdia |
| 6 | 25mm dia |
| 7 | Excavation of earth for pipe line in 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 adistance of 60m. Fromtrenches including supply of labour,T&P.etc complete.Assuming that 90%pipe line is laid in trenches ,it is estimated that 75% exavation will be in soil mixed with shingle,bajri&boulders and rest 25%will be in soft rock |
| 8 | Soil mixed with boulder and bajri |
| 9 | Soft rock |
| 10 | 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. Gate Valve IS 778 Class - I |
| 11 | 20mm dia |
| 12 | 25mm dia |
| 13 | 40mm dia |
| 14 | Supply of all materials, labours, T&P etc and construct gate/ Wheelvalve chamber as per departmental type design and drawing complete as per Direction of Engineer-In-Charge. |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level1:4:8(1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 16 | Coursed rubble stone masonry (2nd sort) work in 1:4 cement and sand mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level1:2:4(1 Cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size). |
| 18 | 20mm thick plaster with 1:4 cement and sand mortar |
| 19 | Supply of all materials, labour, T&P etc and construction of R.C.C. Sump / CWR of following capacities (KL) with M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, cowl, outlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of verticalpipes and specials, assuming bearing capacity as 8MT/M2 . |
| 20 | 2.00KL |
| 21 | Supply and instalation of 25 Ltr M.S.Bucket type Chlorinator with glass wooling complete over CWR. |
| 22 | 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. |
| 23 | Repairing of Existing reservoir including Grouting, inside outside plastering, Painting,Appron making etc including supply, labour and T&P etc. in all respect in direction of engineer in incharge. |
| 24 | 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 of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. |
| 25 | Ferrule Connection (Labour cost only including index) |
| 26 | Providing and fixing brass bib cock of approved quality |
| 27 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main |
| 28 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD specifications. |
| 29 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification. |
