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| 1 | Borewell Drilling and Installation of Hand Pump |
| 2 | Borewell drilling - 200/215 mm Dia. bore drilling in soft murum & soil & 150 mm dia. bore drilling in hard rock.Wet Drilling by DTH Machine including transporting of Bore drilling Machine |
| 3 | Yield Testing of Borewell by Air lift Method with help of 90 degree V Notch method for minimum 0.5 Hrs. continous after completion of Borewell |
| 4 | Proving & Placing 180 mm dia. PVC Casing pipe 6kg/cm2 (IS 4985-1988) . |
| 5 | Lowering & laying of180 mm dia. PvcCasing Pipe 6kg/cm2 upto hardrock incluiding Grouting (upto 12m casing) |
| 6 | Lowering & laying of180 mm dia. PvcCasing Pipe 6kg/cm2 upto hardrock incluiding Grouting (Above 12m casing) |
| 7 | Proving & Placing 180 mm dia. PVC Casing pipe 8kg/cm2 (IS 4985-1988). |
| 8 | Proving Cap for PVC Casing pipe 180 mm |
| 9 | Borewell drilling - 115 mm Dia. bore drilling in hard rock & including 150 mm drilling in soft murum & soil and. Wet Drillingby DTHMachine including transportion. |
| 10 | yield Testing of 115 mm Borewell by Air lift Method with90 degree V Notch method for minimum 2 Hrs. continous |
| 11 | Proving & Placing 140 mm dia. PVC Casing pipe 4 kg/cm2 (IS 4985-1988). |
| 12 | Lowering & laying of140 mm dia. PvcCasing Pipe 4kg/cm2 upto hardrock incluiding Grouting |
| 13 | Proving & Placing 140 mm dia. PVC Casing pipe 6 kg/cm2 (IS 4985-1988). |
| 14 | Lowering & laying of140 mm dia. PvcCasing Pipe 6kg/cm2 upto hardrock incluiding Grouting |
| 15 | Proving Cap for PVC Casing pipe 140 mm |
| 16 | Proving & Placing 150 mm dia.Medium class Thread M.S. Casing pipe ERW medium class (IS:1239) with 4.8 mm Thickness |
| 17 | Lowering & Laying of 150 mm dia. without Thread M.S. Casing pipe Welding withGrouting etc Complete |
| 18 | Proving & Placing 125 mm dia. Threaded M.S. Casing pipe ERW medium class (IS:1239) with 4.8 mm Thickness |
| 19 | Lowering & Laying of 125 mm dia.Thread M.S. Casing pipewithGrouting with 4.8 mm thickness |
| 20 | Proving Cap for M.S. Threaded Casing pipe 125 mm (IS 1239) |
| 21 | Installation of Handpump India Mark II. |
| 22 | Construction of Handpump Plateform as per govt.. aproved design & govt. approved rate. |
| 23 | a) Exacavation as per Measurement |
| 24 | b) Dry Rubble Stone Filling as per Measurement |
| 25 | c) 1:2:4 (M-150) Cement concrete as perMeasurement |
| 26 | Transportation charges for Installation of Handpump & Construction of Platform (Upto 40 Km ) |
| 27 | Fully Galvanised Special Water Chember for Duel Pump Installation. |
| 28 | stainless Steel Bottom Nipple for Duel Pump Installation. |
| 29 | Yield Testing of Borewell by Power Pump & Generator. |
| 30 | Handpump removing & Re-fitting for flushing, Yield Testing etc. |
| 31 | 150/115 mm dia. Borewell rejuvenation/ Redrilling / Flushing with Transportation Charges pre Borewell |
| 32 | Providing India Mark II Handpump BIS (IS 15500 Part-2) marked fully hot dip galvanised deepwell Handpump complete unit with 12 Nos. of Connecting Rod & 12 Nos G.I.Pipes |
| 33 | 150mm dia M.S. casing pipe without threaded lowering & welding |
| 34 | Providing and Installation of Electric Pump |
| 35 | Supplying and erecting minimum Three & above star rated submersible pump set of 0.75 KW/1 HP with 230 V, 50 c/s AC supply suitable for 100 mmdia. borewell suitable for 10 to 60 LPM discharge at 88 to 33 m head & discharge & delivery pipe of Size-32 mm diameter with a necessary H type clamps as per specification No. WP-SMP [Pwd ele CSR 22-23 /I/P 200/12-2-33] |
| 36 | Supplying and erecting minimum Three & above star rated submersible pump set of 0.75 KW/1 HP with 230 V, 50 c/s AC supply suitable for 100 mmdia. borewell suitable for 10 to 40 LPM discharge at 95 to 42 m head & discharge & delivery pipe of Size-32 mm diameter with a necessary H type clamps as per specification No. WP-SMP[Pwd ele CSR 22-23 /I/P 201/12-2-45] |
| 37 | Supplying and erecting minimum Three & above star rated submersible pump set of 1.125 KW/1.5 HP with 230 V, 50 c/s AC supply suitable for 100mm dia. borewell suitable for 10 to 100 LPM discharge at 137 to 40 m head & discharge & delivery pipe of Size-32 mm diameter with a necessary H type clamps as per specification No. WP-SMP [Pwd ele CSR 23-24 /I/P 171/12-2-38] |
| 38 | Supplying and erecting minimum Three & above star rated submersible pump set of 1.125 KW/1.5 HP with 230 V, 50 c/s AC supply suitable for 100mm dia. borewell suitable for 10 to 50 LPM discharge at 150 to 40 m head & discharge & delivery pipe of Size-32 mm diameter with a necessary H type clamps as per specification No. WP-SMP[Pwd ele CSR 22-23 /I/P 201/12-2-50] |
| 39 | Supplying and erecting minimum Three & above star rated submersible pump set of 1.5 KW/2 HP with 230 V, 50 c/s AC supply suitable for 100 mmdia. borewell suitable for 30 to 140 LPM discharge at 85 to 32 m head & discharge & delivery pipe of Size-40 mm diameter with a necessary H type clamps as per specification No. WP-SMP [Pwd ele CSR 22-23 /I/P 201/2-2-48] |
| 40 | Supplying and erecting minimum Three & above star rated submersible pump set of 1.5 KW/2 HP with 230 V, 50 c/s AC supply suitable for 100 mmdia. borewell suitable for 20 to 100 LPM discharge at 101 to 410 m head & discharge & delivery pipe of Size-40 mm diameter with a necessary H typeclamps as per specification No. WP-[Pwd ele CSR 22-23 /I/P 202/12-2-54] |
| 41 | For Rising Main & Distrubution- Supply & Erecting HDPEISI mark 32 mm dia. suitable for pressure 6 kg/cm2 Connected to jet/submersible pump with required material complete ( PWD DSR 22-23electrical page no 241 Item No. 16-5-16) |
| 42 | For Rising Main & Distrubution- Supply & Erecting HDPEISI mark 40 mm dia. suitable for pressure 6 kg/cm2 Connected to jet/submersible pump with required material complete( PWD DSR 22-23electrical page no 241 Item No. 16-5-17) |
| 43 | For Rising Main & Distrubution- Supply & Erecting HDPEISI mark 50 mm dia. suitable for pressure 6 kg/cm2 Connected to jet/submersible pump with required material complete( PWD DSR 22-23electrical page no 242 Item No. 16-5-18) |
| 44 | Supplying and erecting flat flexible submersible cable with copper conductor, PVC insulated and PVC sheathed 3core 2.5 sq.mm. [Pwd ele22-23 P/I-204/12-4-8] |
| 45 | Supplying and erecting non return valve 25 mm dia in position made of gun metal complete.(PWD Ele DSR /2022-23 P/I-242/16-6-19 ) |
| 46 | Supplying & erecting automatic control panel for 1 Ph, 230 volt, A.C.Submersible/centrifugal pump set up to 3 HP consisting of DOL starter Of suitable relay range S.P.P., Combined ammeter/ voltmeter, phase indicating lampenclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. (PWD Ele DSR /2022-23 P/I-205/12-4-20 ) |
| 47 | Supplying and erecting marine (Waterproof) plywood 18/19 mm thick fixed to wall or on provided panel board with necessary materials such as screws, wall fasteners, supports, nut bolts etc. complete with compliance to IS 720:2010.PWDEle DSR 2022-23 P/I-107/6-1-14 |
| 48 | Providing pipe type earthing with 40mm. dia. G.I. pipe or 20 mm dia. G.I. Rod complete with all materials testing and recording the results as per specification no. EA-EP ( PWD Ele DSR 2022-23P/I-160/ 9-1-4 |
| 49 | Excavation for foundation / pipe trenchin earth, soils of all types,sand, gravels and soft murum,including removing excavated material up to distance of 50 m. and lift as below stacking spreading as directed de-watering showing and structing preparing the bed for foundation and excluing back filling lift 0 to 1.5 m. Mjp .DSR23-24P/I37/1 |
| 50 | Excavation for foundation / pipe trenchin Hard Murum including removing excavated material up to distance of 50 m. beyond the ara and lift as below stacking spreading as directed byEngineer-in-charge,normal de-watering, preparing the bed for foundation and excluing back filling lift 0 to 1.5 m etc completeMjp .DSR 23-24P/I37/2 |
| 51 | Excavation for foundation / pipe trenchin Hard Murum and boulders, W.B.M. road including removing excavated material up to distance of 50 m. beyond the ara and lift as below stacking spreading as directed byEngineer-in-charge,normal de-watering, preparing the bed for foundation and excluing back filling lift 0 to 1.5 m etc completeMjp .DSR 2023-24 P/I37/3 |
| 52 | Excavation in laterite rock masses mechanically, Including lift upto 1.5 m including trimming and levelling the bedremoving excavated material up to distance of 50 m. beyond the ara and lift as below stacking by as directed byEngineer-in-charge,normal de-watering excluing back fillingetc completeMjp ..DSR 2023-24P/I38/8 |
| 53 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc completeMjp ..DSR 2023-24P/I40/15 |
