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| 1 | Construction ofDouble Intake chamber having (1.0mx1.0m) size at tapping point of Source for collection of water including supply of filter media all materials, labour,T&P etc. complete,in all respect as per departmental design & drawingin direction of engineer-in-charge. |
| 2 | Construction ofIntake chamber having (1.0mx1.0m) size at tapping point of Source for collection of water including supply of filter media all materials, labour,T&P etc. complete,in all respect as per departmental design & drawingin direction of engineer-in-charge. |
| 3 | 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) |
| 4 | R.C.C. 1:1.5:3 cement, coarse sand & 20mm gauge gravel in wall & dome excluding supply of reinforcement steel & its bending but including fixing in position with 20BWG |
| 5 | TMT bar reinforcement work in plain work such as R.C.C. work wrought to required shape including supply of steel & its bending. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work. For foundation |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work. For wall |
| 8 | 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). |
| 9 | Random Rubble stone masonry laid in 1:6 cement and sand mortar, in breast wall, retaining wall, parapets wall, scuppers,etc includind all supply of material, labours, T&P, and royaltiies etc. complete as per drawing and technical specifications clauses 702 |
| 10 | Random Rubble stone masonry laid dry in breast wall, retaining wall, parapets wall, scuppers,etc includind all supply of material, labours, T&P, and royaltiies etc. complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203 of MORD specification. |
| 11 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 12 | Construction of Roughening filter cum screening chamber near byGadhera including supply of all materials,labour, T&P etc. complete. |
| 13 | 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. |
| 14 | 15mm dia |
| 15 | 20mm dia |
| 16 | 25mm dia |
| 17 | 32mm dia |
| 18 | 40mm dia |
| 19 | 50mm dia |
| 20 | Dismantling and relaying 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 |
| 21 | 32mm dia |
| 22 | 40mm dia |
| 23 | 50mm dia |
| 24 | 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. |
| 25 | Soil mixed with boulder and bajri |
| 26 | Soft rock |
| 27 | 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 |
| 28 | G.M. Gate Valve IS 778 Class - I |
| 29 | 20mm dia |
| 30 | 25mm dia |
| 31 | 32mm dia |
| 32 | 50mm dia |
| 33 | AIR VALVE |
| 34 | 20mm (T.P.-10 kg/Sqcm) |
| 35 | Supply of all materials, labours, T&P etc and construct wheel/Gate valve chamberas per departmental type design & drawingin direction of engineer-in-charge. |
| 36 | Supply of all materials, labours, T&P etc and construct air valve chamber as per type design complete. |
| 37 | 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 verticalpipes and specials, assuming bearing capacity as 8MT/M2 . |
| 38 | 2.0KL |
| 39 | 5.0KL |
| 40 | 7.50KL |
| 41 | 15.0KL |
| 42 | Supply and instalation of 25 Ltr M.S.Bucket type Chlorinator with glass wooling complete over CWR. |
| 43 | 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. |
| 44 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW Pipes grade Yst 210, confirming to IS: 1978 - 1982, jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. |
| 45 | From SOLAR SUMP TO CWR ERW 32 mm Dia 2.6mm Thickness |
| 46 | Painting of MS ERW Pipes with 2 coats of approved quality. (Anti-Corrosive paint over one coat of Primer) (Dia of pipe in mm) |
| 47 | 32mm dia |
| 48 | 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. |
| 49 | Ferrule Connection (Labour cost only including index) |
| 50 | Providing and fixing brass bib cock of approved quality |
| 51 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main |
| 52 | Pump house at M.P.S. constructed over steening of sump in 3.0meter dia, as per drawing including cost of all material labour, cartage and T&P etc all complete. As per direction of engineer-in-charge. |
| 53 | Solar Submarsible AC pump set to deliver 10000 LPD discharge at 110 Mtrs. Head, suitable HP, 230 VAC, 50 Hz, 3 phase with 3 mtrs cable and Controller completeall respect. ( one set for spare) |
| 54 | Solar pump controller panel ( VFD cum starter) Dual power (Both AC/DC) Suitable for above submarsible pump set as following. (One no. as spare) as per site requirement |
| 55 | GSM sim based mobile phone operating divice |
| 56 | Float switch with control wire. ( for tank empty and full) |
| 57 | Supply of solar DC wire 6 sq. mm X 1 core, copper conductor, PVC insulated. |
| 58 | Jointing material and other fittings |
| 59 | Supply of Submersible cable 10 sq. mm X 3core, copper conductor, PVC insulated |
| 60 | Solar photo voltic poly crystalline solar module/PV Panel array ( 3000 W) 335 watt each |
| 61 | Hot deep galvanized steel Structure as per site requirement |
| 62 | Construction of CC foundation / base for mounting structure with all consumable material ie. Cement, concret, sand, iron bar etc. |
| 63 | Fencing of SPV Panels etc. |
| 64 | Lightning arrestor with pole, copper strip, copper plate earthing complete in all respect. |
| 65 | Copper earthing of all PV modules mounting structures including copper strip, copper plate earthing complete in all respect. |
| 66 | Pipe fitting with 32 mm dia size GI pipe, Gate valve, Reflex valve, GI union, elbow, nipple, Tee etc complete as required at site. |
| 67 | Installation,testing & commissioning of all above supplied Items |
| 68 | Watch and ward of this solar pumping scheme for 12 months during stabilization |
