|
| 1 | Construction of intake chamber(0.60x0.60m) and supply of all materials,labour, T&P etc. complete |
| 2 | Construction of Intake chamber having (1.0mx1.0m) size at tapping point of gadhera for collection of water including supply of all materials,labour, T&P etc. complete, |
| 3 | Construction of Roughening filter cum screening collecting chamber near by Source of water including supply of all materials,labour, T&P etc. complete. |
| 4 | Repairing of existing B.F.G at source for 4.00m vide B.F.G. With Intake chamber having (1.0mx1.0m) including supply of all materials,labour, T&P etc. complete |
| 5 | Repairing of existing Roughening filter cum screening collecting chamber near by Source of water including supply of all materials,labour, T&P etc. complete. |
| 6 | 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. |
| 7 | 15mm dia |
| 8 | 20mm dia |
| 9 | 25mm dia |
| 10 | 32mm dia |
| 11 | 40mm dia |
| 12 | 50mm dia |
| 13 | 80mm dia |
| 14 | 100mm dia |
| 15 | Dismantling and Relayiing of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50.00m but excluding the cost of earth work |
| 16 | 65mm dia |
| 17 | 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 |
| 18 | Soil mixed with boulder and bajri |
| 19 | Soft rock |
| 20 | 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 chamber G.M. Gate Valve IS 778 Class - I |
| 21 | 20mm dia |
| 22 | 25mm dia |
| 23 | 32mm dia |
| 24 | 40mm dia |
| 25 | 50mm dia |
| 26 | 65mm dia |
| 27 | 80mm dia |
| 28 | Air valve 15mm(T.P.-10kg/sqcm) |
| 29 | Supply of all materials, labours, T&P etc and construct gate valve chamber as per type design complete. |
| 30 | Supply of all materials, labours, T&P etc and construct air valve chamber as per type design complete. |
| 31 | R.R. stone masonry in 1:4 cement and local sand in foundation & plinth indlucing supply of all materials, labour, T&P etc. required for proper completion of work. |
| 32 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 33 | 20mm thick plaster with 1:4 cement and sand mortar |
| 34 | Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities (KL) with M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, supply and fixing of outlet, overr 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 vertical pipes and specials, assuming bearing capacity as 8MT/M2 . |
| 35 | 2.00KL |
| 36 | 3.00KL |
| 37 | 4.00KL |
| 38 | 5.00KL |
| 39 | 7.50KL |
| 40 | 17.50KL |
| 41 | Supply and instalation of 25 Ltr M.S.Bucket type Chlorinator with glass wooling complete over CWR. |
| 42 | Supply & Fixing an Iron Board and Printing on it as well as writing the details of Work on it. |
| 43 | Repairing of Existing RCC CWR of following capacities including grouting, plastering inside and outside, coloring, MH cover etc. if required, complete in all respect. |
| 44 | 2.00KL |
| 45 | 3.00KL |
| 46 | 10.00KL |
| 47 | 15.00KL |
| 48 | 17.50KL |
| 49 | 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. |
| 50 | Ferrule Connection (Labour cost only including index) |
| 51 | Providing and fixing brass bib cock of approved quality |
| 52 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main |
| 53 | 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). |
| 54 | 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, |
| 55 | 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. Please Enable Macros to View BoQ information |
